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Leica TPS1200 RoadRunner Tunnel Technical Reference

1. Application RR Tunnel Stake Check Check Hethod Scan Profile Hode Project Tunnel Project Fixpoint Job Default Heas Job Default Tunnel Job z tunnel DTH Job lt None gt 07a t CONT CONF PROJ DATA Nate EG 06 03 06 REF2 23 06 03 06 At CONT NEW EDIT DEL MORE TEHP RoadRunner Tunnel 44 Selecting Mode Advanced For advanced mode and using Tasks ensure that Mode Advanced is set Press CONT F1 to continue to the next screen Working with Task management In order to scan profiles a task must be created and the instrument must be stationed and oriented Once the task has been selected and the instrument stationed the parameters for the scan have to be entered CONT F1 Selects the highlighted task and proceeds to the next screen NEW F2 Starts the task wizard TEMP F3 Creates a temporary task More information on shifts can be found in chapter 1 4 Shifts More information on creating tasks can be found in chapter 6 3 Tasks 3 3 3 Defining Profiles to Scan Profile settings When measuring tunnel profiles it is possible to scan various profiles from one instrument position Note that the instrument will always measure the profile in the chainage where the instrument is stationed before measuring additional profiles If it is required to measure more than one profile from an instrument position the profiles to scan are defined with respect to a defined
2. Advanced mode Setting Out the Tunnel Working in Advanced mode RoadRunner Setup Application RR Tunnel Stake Check Hethed Hode Project Tunnel Project4 Fixpoint Job Default Heas Job Default Tunnel Job z tunnel DTH Job lt None gt 07a t CONT CONF PROJ DATA Nate 06 03 06 REF2 23 06 03 06 At CONT NEW EDIT DEL MORE TEHP Selecting Mode Advanced For advanced mode and using Tasks ensure that Mode Advanced is set Press CONT F1 to continue to the next screen Working with Task management Before staking the tunnel face a task needs to be created to define the shifts to be used during setting out CONT F1 Selects the highlighted task and proceeds to the next screen NEW F2 Starts the task wizard TEMP F3 Creates a temporary task More information on shifts can be found in chapter 1 4 Shifts More information on creating tasks can be found in chapter 6 3 Tasks RoadRunner Tunnel 65 Setting Out the Tunnel 4 2 3 General Panel Offset amp Height RoadRunner Tunnel 66 Setting Out the Point The approximate chainage of the point to stake and the offsets from the centre line can be defined in the General panel of the Stake Face dialogue Stake Face Reneral Stake Tnfal Pint Point ID 1 Def Chainage WELL Input Method Offset Height dp Stake Pt ID 14796 4 Stake Offset 0 000 nm Stake Ht Diff 0 000 nm
3. At ALL DIST REC lt PAGE PAGE gt Point ID The point identifier of the point that will be set out def Chainage The defined or approximate chainage of the point to be set out Input Method Three methods are available to define the position of the point to be set out e Offset amp Height e ProfDist amp Offset e Element amp Offset e Offset amp Height The point is set out with a known perpendicular and vertical offset from the horizontal and vertical alignments respectively e If the Offset amp Height method is used the offsets of the point may be stored as coor dinates in the fixpoint job e The Stake Offset may be stored as the X coordinate and the Stake Height Difference may be stored as the Y coordinate e To select a point stored in the fixpoint Job place the cursor on the Stake Pt ID and press the ENTER key a Centre line b Centre line height difference RRT12_018 c Centre line Offset a For more information on working with points in the fixpoint Job refer to the TPS User manual Setting Out the Tunnel RoadRunner Tunnel 67 Setting Out the Tunnel RoadRunner Tunnel ProfDist amp Offset 68 The point Is defined by the distance from the start of the profile and an offset perpendicular to the design profile If this option is used enter the distance Along Profile and the Profile Offset to define the point to be set out a Centre line b Profile offset RRT12_019 c Distance from start
4. Leica TPS1200 RoadRunner Tunnel Technical Reference Manual Ge Version 3 1 English when it has to be right Seica Geosystems Introduction Introduction Purchase L Product identification Symbols Trademarks RoadRunner Tunnel 2 Congratulations on the purchase of a RoadRunner Tunnel application To use the product in a permitted manner please refer to the detailed safety directions in the User Manual The type and serial number of your product are indicated on the type plate Enter the type and serial number in your manual and always refer to this information when you need to contact your agency or Leica Geosystems authorized service workshop Type Serial No The symbols used in this manual have the following meanings Type Description ES Important paragraphs which must be adhered to in practice as they enable the product to be used in a technically correct and efficient manner e Windows and Windows CE are a registered trademark of Microsoft Corporation e CompactFlash and CF are trademarks of SanDisk Corporation e Bluetooth is a registered trademark of Bluetooth SIG Inc All other trademarks are the property of their respective owners Table of Contents In this manual Table of Contents Chapter 1 Introduction 1 1 1 2 1 3 1 4 Overview Basic Terms Elements for Tunnel Stake Out and Check Measurements 1 3 1 Tunnel Face 1 3 2 Tunnel Profiles Shifts
5. 1 4 1 Centre Line Shifts 1 4 2 Design Profile Shifts Getting Started 2 1 2 2 Preparing Design Data bd Tunnel Centreline 2 1 2 Design Profiles SH ES Data transfer to sensor Using the On Board Application 221 Selecting the Application 2 2 2 RoadRunner Begin 2 2 3 RoadRunner Setup Checking and Measuring the Tunnel Jal 3 2 Overview Checking Profiles 3 2 1 Working in Standard mode Ep Working In Advanced mode RoadRunner Tunnel Page 11 11 13 17 18 20 22 22 23 24 27 28 29 30 32 34 34 35 35 37 Table of Contents RoadRunner Tunnel 3 2 3 Checking the Profile DD Scanning Profiles 3 3 1 Working in Standard mode 3 3 2 Working in Advanced mode 533 Defining Profiles to Scan 3 3 4 Scan Limits 3 3 5 Defining Discrete Points to Measure 3 3 6 Making a Scan Setting Out the Tunnel 4 1 Overview 4 2 Setting Out the Tunnel Face 4 2 1 Working in Standard mode 4 2 2 Working in Advanced mode 4 2 3 Setting Out the Point 4 3 Setting Out a Tunnel Profile 4 3 1 Working in Standard mode 4 3 2 Working in Advanced mode 4 3 3 Setting Out the Point Project and Job Management 5 1 Overview 5 2 Selecting a Project Dae al Overview 5 2 2 Browse for Existing Project 5 2 3 Resuming the Last Task 5 3 Creating a New Project 5 4 Deleting a Project 5 5 Editing a Project 38 42 42 44 45 48 52 53 58 58 59 63 65 66 72 73 75 76 84 84 87 87 89 90 92 94 6 Tunnel Job
6. ES gt a Centre line o b Instrument position c Tunnel face d Defined profile to scan e Instrument profile Back distance g Forward distance pP E AP zz h Back interval RRT12_009 f 5 i Forward interval og Deco h Introduction RoadRunner Tunnel 15 Introduction RoadRunner Tunnel 16 Profile view Tunnel profiles may be measured vertically horizontally or perpendicular to the tunnel centre line a Centre line b Tunnel face c Horizontal profile d Profile perpendicular to centre line RRT12 010 e Vertical profile 1 4 General Introduction Shifts When working on site it is often the case that design data does not match the measured data For example an existing road surface that should intersect with the design surface may be 15 cm higher than the plans indicate To guarantee a smooth intersection this difference has to be distributed over the remaining 100 m of paving To handle these situ ations Road Runner allows the possibility of adding shifts to the existing design data A shift is applied when selecting the element to stake out check Shifts do not change the stored design They are applied temporarily for stake out purposes RoadRunner Tunnel 17 Introduction 1 4 1 Horizontal and vertical shifts Constant and linear shifts are supported RoadRunner Tunnel 18 Centre Line Shifts Horizontal shifts are always perpendicular to the centre line wher
7. PONEC an IEN 45 Benni TOL EE 124 Profile TT 128 Project Configuration ccececcecceceeceeeeceeseceeseeeeseeeeees 116 Q STEE EE ee T 133 I CINCO e 124 R Rail Configuration arrernannrnannnnnnnennrnennannrnennanannennene 116 REG EE 7 39 Reflector Refl Radius nannnnannnnnnnnnnnnvennnnenvenvnnnnnennensennnnennennen 121 Ge EEE 38 reflector radius anunnunennunnunnnnnnnnneunnnnnnnennnnenneunnuenne 41 H ere Gl D NEE 89 Road Configuration 20 cece cec ees eec eee eceeeeeeeeeeeeseeaeeeeeeees 116 ROSO JOD EE 84 RoadRunner Tunnel Setup panel rrnrrernanernannrnennunnen 34 FO Pe ON e 55 126 R tation et 10 Index RoadRunner Tunnel S E EE EEEE EE 15 46 EEE 55 126 Scan Profile deed e 34 STN tee Ee 102 OUI EEE EE 58 ME waataacateunstetaacenoncnsncnentavennsemareesssacesaauencdseassunaeeonoes 17 Sign CONVENTION rarnnnrrernanrnannrnannrnnrnennrnrnannenannenennen 19 Stake Ce EE 6 Stake Height EE 77 Stake Height Difference rrnrrernnnnrnernannrnavnrnarnannen 67 Stake MOQO De 119 SF GE NE 67 Stak G i TE E 67 77 ENN aen E E 48 CHE 53 SORET ONT gege 132 TE NE 132 SURO OSL ett 132 SUS EE EEE 132 Stringline arnrnnrnnrnavnrnnnnrnennannrnavnrnnnnannnnennannnnannsnnnnen 102 Superelevation rnrnannannrnnrnannnnennnnennannnnennnnennannannnnennr 10 139 Index RoadRunner Tunnel 140 T Z ES Ia CME ss A LOWMC EEE EE NE EE EEAS 48 Sieg EE 126 Tight EE 126 TIN 126 TEEN 14
8. Point ID The measured point will be recorded with the point ID displayed on the screen Reflector Ht If a reflector is used the vertical difference between the point to be measured and the point of the reflector pole should be entered Check Offset Applies a horizontal shift perpendicular to the centre line used for comparing to the measured point Check Ht Diff Applies a vertical shift to the centre line used for comparing to the measured point Ce The ALL F1 DIST F2 REC F3 lt PAGE F5 and PAGE gt F6 keys have the same func tionality as throughout the rest of System 1200 Results The differences between the measured and design data may be viewed in the Info panel of the Check Profile dialogue The parameters viewed in the Info panel may be configured by the user in the Info amp Plot page of the application configuration The configuration may be accessed using the CONF SHIFT F2 key Refer to chapter 7 Configuration for more details regarding the application configuration Checking and Measuring the Tunnel RoadRunner Tunnel 39 Checking and Measuring the Tunnel RoadRunner Tunnel 40 In this screen the most important values for checking the measured point against the design are Check Profile Stryl Task REF2 25 gt Cha inage 140 211 n CL Offset r 0 961 m CL Ht Diff 0 483 o Prof Offset 0 044 m H Element 3 Element 19 42 Act Easting 19853 080 ne Af ALL DIST REC lt P
9. e Design profile f Excavated profile g Underbreak RRT12 001 h Overbreak 3D View ere a Centre line or axis b Tunnel portal c Tunnel face Superelevation ee a Centre line or axis b Rotation point c Centre line offset a d Centre line height offset RRT12_003 e Superelevation Rotation Se Refer to Chapter 3 RoadRunner Technical Reference manual for additional terms Introduction RoadRunner Tunnel Introduction Technical Terms RoadRunner Tunnel 10 Technical Term Centre line Chainage or station Design Profile Description Geometric alignment in two or three dimensions to which all design elements of the project are referenced The cumulative distance along the centre line frequently but not always starting at zero Geometric description of the designed shape of the cross section of the tunnel The design profile may contain straight or curve elements Excavated Profile Shape of the cross section of the tunnel that has been exca vated Underbreak When the excavated profile is inside the design profile the underbreak is the perpendicular distance between the design profile and the excavated profile Overbreak When the excavated profile is outside of the design profile the overbreak is the perpendicular distance between the design profile and the excavated profile Tunnel Portal The open end of a tunnel Tunnel Face The point w
10. e Tunnel Profile design e Digital Terrain Models To avoid having to select individual data sets each time the application is used data can be grouped into projects This makes the selection much easier and reduces the risk of selecting wrong data set A project consists of different kinds of jobs that are grouped together to form a project By selecting a project automatically all referenced jobs are selected as well A project can refer ence e one fixpoint job e one measurement Job e one road Job e one tunnel job e one DTM job Since Jobs are only referenced by a project they may be used in more than one RoadRunner project as well as in other applications For example the same collection of control points may be used in two different projects C Projecta gt ProjectB gt VE TunnelJob LMeas JobA Fixpoint Meas ob B RRT12_027 H Project A and Project B reference the same fixpoint job Fixpoint Job A and road Job Road Job MY however their results are stored into different measurement jobs Meas Job A Meas Job B In addition Project A references the tunnel design data through a Tunnel Job Tunnel Job A Fixpoint job The Fixpoint Job holds all control point information needed in the field For example control points points with known coordinates used for a TPS set up Measurement The measurement job is where information generated in the field is Job recorded All measurements po
11. lt PAGE PAGE gt Point ID The point identifier of the point that will be set out def Chainage The defined or approximate chainage of the point to be set out Ch Increment If a point Is to be staked at more than one chainage a chainage Increment may be defined Once a point is set out at the current defined chainage and the CH 1 F4 key is pressed the defined chainage will be incremented by the chainage increment value to define a new point to set out with the same offsets at the incremented chainage Input Method Three methods are available to define the position of the point to be set out Offset amp Height The point is set out with a known perpendicular and vertical offset from the horizontal and vertical alignments respectively If the Offset amp Height method is used the offsets of the point may be stored as coordi nates in the fixpoint job The Stake Offset may be stored as the X coordinate and the Stake Height Difference may be stored as the Y coordinate To select a point stored in the fixpoint job place the cursor on the Stake Pt ID and press the ENTER key For more information on working with points in the fixpoint job refer to the TPS1200 User manual a Centre line b Centre line height difference RRT12_018 c Centre line offset Ce The chainage entered on the General page Is used as horizontal chainage even if the tunnel job has perpendicular profiles Setting Out the Tunnel RoadRunner Tunnel 77 Setting Out th
12. 2007 Leica Geosystems AG Heerbrugg Switzerland 754030 3 1 0en eca Geosystems
13. 96 6 1 Overview 96 6 2 Design Data 97 6 2 1 Horizontal and Vertical Alignments 97 6 2 2 Design Profiles 98 6 2 3 Layers 99 6 3 Tasks 100 6 3 1 Creating a New Task 101 6 3 2 Working with Shifts 104 6 4 Viewing and Editing the Design Data 107 6 4 1 Overview 107 6 4 2 Viewing the Design Data 109 6 4 3 Editing the Design Data 114 7 Configuration 116 7 1 Overview 116 7 2 Tunnel Configuration General Page 118 7 3 Tunnel Configuration Check Page 123 7 4 Tunnel Configuration Scan Page 125 7 5 Tunnel Configuration Info and Plot Page 127 7 5 1 Defining the Info Page Display 130 7 6 Tunnel Configuration Logfile Page 134 Index 136 Table of Contents RoadRunner Tunnel Introduction 1 1 1 Description Functionality Check Tunnel Stake Tunnel LandXML data format Tunnel design profiles RoadRunner Tunnel 6 Introduction Overview The RoadRunner Tunnel application is an add on component to the System 1200 RoadRu nner application The tunnel application allows the user to perform tunnel specific survey tasks The application consists of two main functions e Check Tunnel for checking a built or excavated tunnel with a tunnel design e Stake Tunnel for setting out tunnel features during construction Each function consists of two main tasks in the case of Check Tunnel these tasks are e Check Profile for measuring any point in the tunnel and comparing the measured point with the theoretical desig
14. Chainage Chainage from which the shift should be applied Beg Shift Magnitude of the shift to apply End Chainage Chainage at which the shift should end 106 6 4 6 4 1 Viewing and Editing Tunnel Job Viewing and Editing the Design Data Overview The design data stored within the tunnel job contains all of the information about the tunnel design This includes the stringlines and layers for example the geometry of the centre line or the layers of the different materials surfaces which form the tunnel The design data can be viewed and partially edited in these View and Edit screens CONT F1 Job Name Tunnel 2 Layers To return to the RoadRunner Tunnel Setup screen Layer Final Laverig EDIT F3 rd SCH To edit the following design data i 1 to edit the general job details Chainage 100 000 u 2 to change the start chainage of the centre line Ch Increment 10 000 nm of the selected layer at VIEW F4 Cont EDIT VIEW To view the following design data in a selected layer 1 to view specific details of the layer centre line 2 to view cross section plots Field Description of field Job Name The name of the active tunnel job as defined in the project Layer To select a layer from the active tunnel Job All of the layers within the active tunnel job can be selected Profiles The number of profiles from the selected layer Centre line The name of the layer centre line Chainage
15. Project Deleting a project will not delete the measurement Job fixpoint Job road Job tunnel job and DTM job that it references If two projects use the same control points by referencing the same fixpoint job deleting one project will not delete the control points for the other project Deleting project step by step Step Description l Highlight the project to delete in the Projects panel 2 DEL F4 to delete the project Projects CF Card mo YES 3 YES F6 to confirm deletion NO F4 to return to the previous screen 4 CONT F4 to return to the RoadRunner Start panel Project and Job Management RoadRunner Tunnel 93 Project and Job Management RoadRunner Tunnel 94 5 5 General page Editing a Project The project details contain general information about the project as well as the list of jobs referenced by the project Project details may be edited using the EDIT F4 key in the Projects panel Description Tunnel Se CONT F1 NEE l ORG To accept changes and return to the screen from ester CF Card where this screen was accessed PAGE F6 At changes to the Jobs page All jobs referenced by STORE II PAGE the project are listed lt Name gt Project name must be unique This field is mandatory lt Description gt User input Two line description of the project lt Creator gt User input Name of the creator of the project lt Device gt Co
16. REC F3 keys may be used to measure a point manually Setting Out the Tunnel RoadRunner Tunnel 79 Setting Out the Tunnel RoadRunner Tunnel 80 Auto positioning The POSIT SHIFT F5 key may be pressed to stake the point automatically The sensor will aim towards the point at the given chainage and offsets and measure a distance If this distance is not within the required tolerance an Iterative process is started until e the number of iterations set as the configuration parameter Max Iteration is reached or e the difference between the measured point and the design point is less than the value set as the configuration parameter Position Tol Stake point on surface a Centre line b Design point to set out c Excavated profile d Design profile e Centre line offset RRT12 021 f Centre line height difference Setting Out the Tunnel If it is not possible to set out the defined point as seen in the diagram between successive iterations the sensor will maintain the chainage and height difference from the vertical alignment fixed and modify the horizontal offset from the centre line to calculate the new position of the point The point that will be set out will thus maintain the defined chainage and height difference but will have a modified offset value from the centreline cd a Centre line b Design point to set out c Excavated profile d Design profile e Centre line offset RRT12 022 f Centre line height
17. Select from list Enter a list of projects stored on the CF Card or in the internal memory from the Road Runner Setup panel e Resume To resume the last task the project to which the task belongs to is selected automatically Project and Job Management RoadRunner Tunnel 87 Project and Job Management 5 2 2 Browse for project Browse for Existing Project RoadRunner Tunnel 88 A list of all available projects in the internal memory or on the CompactFlash card will be opened when pressing ENTER on the Projects line of the RoadRunner Setup panel ELLIS 30 10 06 SAHPLE 17 10 06 RR Exercise 3 31 03 04 RR EXERCISE 2 31 03 04 RR Exercise 5 30 03 04 Default Project 30 03 04 At CONT NEW EDIT DEL MORE INTL CONT F1 To select the highlighted project NEW F2 To create a new project Refer to 5 3 Creating a New Project EDIT F3 To edit the highlighted project This project also becomes the active project Refer to 5 5 Editing a Project DEL F4 To delete the highlighted project Refer to 5 4 Deleting a Project MORE F5 To toggle between Date and Time info CFCRD F6 or INTL F6 To switch between the CompactFlash card and internal memory as the active device 5 2 3 Resume task Resuming the Last Task RoadRunner retains the last active task used on any project When the application is resumed the last active task may be accessed again using the RESUM F4 key This avoids the sel
18. Tunnel 13 Introduction RoadRunner Tunnel 14 For this reason a tight tolerance may be used to determine whether a staked point be accepted or not the stake out process will stop once a measured point is within the tight tolerance limits In extreme cases where the instrument positions Itself very far away from the point to stake it may not be worth trying to stake the point In this case a bailout tolerance may be intro duced If a measured point is outside of the bailout tolerance during the stake out Iteration process the stake out of the point is abandoned The bailout tolerance may also be exceeded if an obstruction such as plant machinery IS situ ated between the measurement sensor and the point being measured Plan view e d lt Ee 2 BEE A a Centre line b Profile to stake c c Tunnel face b E d Tight tolerance RRT12 008 e Bailout tolerance Measuring tunnel Tunnel Profiles are normally measured after excavation to compare the excavated profile profiles with the design profile during the excavation phase of the project or for quality control checks of the built tunnel When measuring tunnel profiles it is possible to scan various profile from one instrument position The profiles to scan are defined with respect to a defined chainage Profiles may be scanned at a given forward and back interval within a given forward and back distance from the defined profile Plan view J lt
19. chainage This defined chainage Profile Chain may or may not coincide with the chainage at which the instrument is stationed Profiles may be scanned at a given forward Fwd Interval and back interval Back Interval within a given forward Fwd Distance and back distance Back Distance from the defined profile Scan Profile x Reneral Infa Pint Point ID 1 Prefile Chain 140 039 nm Back Distanec 10 012 m Back Interval 2 000 no Fwd Distance 9 024 n Feud Interval 2 000 m at START GET B GET F MANU lt PAGE PAGE gt Checking and Measuring the Tunnel RoadRunner Tunnel 45 Checking and Measuring the Tunnel RoadRunner Tunnel 46 Planview A graphical representation of the parameters may be seen below a Centre line b Instrument position c Tunnel face d Defined profile to scan e Instrument profile f Back distance g Forward distance a pla pe h Back interval RRT12_009 f S i Forward interval Defining the Interval The limits for the profile measurements forward distance and back distance may be entered manually in the General panel of the Scan Profile dialogue or may be measured using the GET B and GET F keys GET B F2 Measures a distance from the instrument position and calculates the difference in chainage between the measured point and the chainage of the instrument position The calculated difference is then set as the Back Distance GET F F3 Measures a distan
20. difference RoadRunner Tunnel 81 Setting Out the Tunnel RoadRunner Tunnel 82 Stake Profile panel During stake out the differences between the measured point and the design point may be seen in the Stake Profile panel The layout of this panel may appear with or without graphics depending upon the values set in the application configuration Stake Profile x Infofbiat 130 171 CL 0 0 013 AHz 0 0687 AD 4 0 169 Cut 4 0 138 ArTF 2 723 mH i E E AT ALL DIST REC CH lt PAGE PAGE gt Ce Refer to chapter 7 Configuration for more information on the configuration Info panel Setting Out the Tunnel The Info panel may be configured in the application configuration to display a series of values related to the setting out of the design point as required by the user Stake Profile X Tnfn E 0 Strgl Task REF2_25 Cha inage 130 171 m CL Offset 0 013 nm CL Ht Diff 0 138 n ACha inage 0 171 m AOTfset z 0 013 m AH ight 0 138 n At ALL DIST REC CH lt PAGE PAGE gt Refer to chapter 7 Configuration for more information on configuring the Info page RoadRunner Tunnel 83 Project and Job Management RoadRunner Tunnel 84 5 5 1 Project data Project Project and Job Management Overview Working on a tunnel construction site implies working with various data such as e Control points e Horizontal and vertical alignments e Measurement data
21. minimum chainage available in the tunnel job BACK F6 Go back to the previous page of the selection At FINSH DEFLT BACK wizard Tunnel Job RoadRunner Tunnel 103 Tunnel Job 6 3 2 Overview RoadRunner Tunnel 104 Working with Shifts If a shift is defined on the first page of the selection wizard the parameters associated with the shift must be entered after defining the chainage limits Two types of shifts may be applied e Constant or e linear The application of the shift is dependent upon to which entity it should be applied e Horizontal alignment e Vertical alignment or e Design Profile Refer to chapter 1 4 Shifts for more information on the type of shift for each entity For linear shifts For constant shifts Tunnel Job The parameters required for applying the shift are identical for all entities Selection Wizard Shift x Shift Type Horiz Linear Beg Chainage 100 000 n Beg Shift 0 000 m End Chainage 285 746 n End Shift UD m AT Beg Chainage Chainage from which the shift should be applied Beg Shift Magnitude of the shift to apply at the begin chainage End Chainage Chainage at which the shift should end End Shift Magnitude of the shift to apply at the end chainage Selection Wizard Shift x Shift Type s Vert Constant Beg Chainage 100 000 n Beg Shift 0 1008 End Chainage 285 746 n AT RoadRunner Tunnel 105 Tunnel Job RoadRunner Tunnel Beg
22. scanned Limit 1 and an overlapping area Limit 2 that should not be scanned because a ventilation shaft is obstructing a clear view of the tunnel surface Any number of limits may be defined In addition each limit needs to be defined as an include limit ie measure within the defined zone or an exclude limit ie do not measure within the defined zone If overlapping zones are defined an exclude limit has priority over an include limit a Instrument axis b Ventilation shaft c Include limit RRT12 014 d Exclude limit 0 New limits can be defined by pressing the NEW F2 button in the Angular Limits dialogue Checking and Measuring the Tunnel RoadRunner Tunnel 49 Checking and Measuring the Tunnel RoadRunner Tunnel 50 To define a limit L Store a limit New Angular Limits Hz 379 3453 o Y gt 98 7782 o Slope Dist 40 116 a Limit Name 3 Angle Start 96 0860 g Angle End MEETER o Hess Status No d Increment p 0 500 nm At CONT DIST post Enter the Limit Name and place the cursor on the Angle Start line Turn the instrument to point at the starting angle of the limit Press the DIST F2 key to measure the distance Move the cursor to the Angle End line Turn the instrument to point at the end angle of the limit Press the DIST F2 key to measure the distance Decide on whether the limit is an include limit within which points should be measured Meas Status Yes o
23. section RoadRunner Tunnel 22 Getting Started Preparing Design Data The tunnel design data may be imported for use on board the sensor using the industry standard LandXML data format or in formats exported from a number of other design pack ages using the Design to Field component of the Leica Geo Office PC application Converters are available for more than 15 different design packages The latest version of the Design to Field importers may be found in the Downloads section of the Leica Geosystems web site at http www leica geosystems com s e en downloads lgs_page_catalog htm cid 4948 2 1 1 Basics Design to field Getting Started Tunnel Centreline The tunnel centre line may be defined in two or three dimensions A 3 dimensional centre line is required if design profiles are to be used To import a centre line using the Design to Field component select the Tools Design to Field option Design to Field of the Leica Geo Office PC application Design to Field Import Type Importer Land lt ML Imparter 6 0 0 8028 T Manage ones For general information about Design to Field please refer to the Leica Geo Office Manual or Online Help RoadRunner Tunnel 23 Getting Started 2 1 2 Tunnel design profiles RoadRunner Tunnel 24 Design Profiles If tunnel design profiles are available they may be created using the Tunnel Profile Editor PC application This application is integr
24. three parts e Project Configuration e Road Configuration e Tunnel Configuration e Rail Configuration Configuration x 1 Project Config 2 Read Config 3 Tunnel Config 4 Rail Config at coth Jf Jf 116 Project and Road The values in the Project Configuration are general parameters that apply to both Road Configuration and Tunnel projects The values set in the Road Configuration apply only to Road projects and the values set in the Tunnel Configuration apply only to Tunnel projects Ce For more information on the Project and Road Configuration refer to the RoadRunner Tech nical Reference Manual Tunnel Configuration The Tunnel Configuration consists of five pages where parameters relating to the configu ration of the application may be modified Refer to chapter 7 2 Tunnel Configuration General Page Configuration RoadRunner Tunnel 117 Configuration RoadRunner Tunnel 118 7 2 Tunnel Configuration General Page General Settings The General page allows a that will be used throughout the application to be set Tunnel Conf LE on Renal Bunk sca EE Orientation Stake Hode Polar 4 Guidance Arrows amp Graphiecs Work Corrid 200 000 n Update Angle YES dp CONT F1 i i Refl Radius Yes To confirm the changes and move to the previous Geometry Clockwise screen At PAGE F6 conT III PAGE To go to the next page of the configuration Orientation Stake Mode
25. to chapter 1 3 2 Tunnel Profiles 7 5 Overview Configuration Tunnel Configuration Info and Plot Page The Info amp Plot page allows the definition of the parameters to be seen on the Info page whilst working with the application It also allows the parameters to be used for plotting functions to be defined Tunnel Configuration CONT F1 EP al To confirm the changes and move to the previous Info Type Stake Profi tet screen Plot Type WE Cross Plot p EDIT F3 aa i Pi a ae Edit parameters of current info page type Refer Vertical Exg 14 to 7 5 1 Defining the Info Page Display for more details At PAGE F6 CONT EDIT PAGE To go to the next page of the configuration Info Type Defines the parameters to view on the Info page of the application Different combina tions of the parameters to view may be stored for the four main functions of the appli cation Stake Face Stake Profile Check Profile Scan Profile For more information on the parameters that may be selected refer to chapter 7 5 1 Defining the Info Page Display RoadRunner Tunnel 127 Configuration Plot configuration Plot Type Pole Graphic Update X Sec RoadRunner Tunnel 128 Defines the type of plot to be viewed on the Plot page Cross Plot Plan View Profile View View measured point with respect to design profile View position of measured point with respect to hori zontal alignment View po
26. 0 This in turn implies that we cannot set out a point on the tunnel face at a given chainage as the chainage of the tunnel face at any particular point is unknown Iterative techniques are necessary to enable any defined point on the tunnel face to be set out accurately The Stake Face function involves setting out a point on the tunnel face at this unknown chainage First of all the point to set out on the tunnel face Is set out at an approximate chainage e The point may be defined by offsets with respect to the centre line or by its position along the design profile and its offset from the profile Given that the excavated tunnel face does not intersect the defined chainage another point e is measured lst iteration a Centre line b Instrument position c Tunnel face d Approximate chainage to set out e Point to set out at approximate chainage RRT12_016 e Point set out on tunnel face DI The true chainage of the measured point of the first iteration e is then calculated and the defined point e is set out at the calculated chainage d Setting Out the Tunnel RoadRunner Tunnel 61 Setting Out the Tunnel RoadRunner Tunnel 62 2nd iteration This process is repeated until the differences between set out point and the defined point are within a tolerance set by the user a Centre line b Instrument position c Tunnel face d Calculated chainage from 1st iteration RRT12 017 e Point to set out at calculate
27. 8 900 n Act Northing 5301073 458 ne af STOP PAUSE lt PAGE PAGE gt RoadRunner Tunnel 53 Checking and Measuring the Tunnel RoadRunner Tunnel 54 Pause and options Once the scan has been paused the user has several options available before continuing before continuing x STOP F1 heneral TnfofPlnt TT Aborts the scan Point ID 56 Profile Chain 140 038 n RESUM F2 Back Distanec 10 012 n Continue the scan at the next position Turn the Back Interval 2 000 m P Eh reg 3 824 n instrument to skip a section of the profile if Fed Interval 2 000 m needed PROF F3 at Skips the remaining points in the profile being STOP RESUN PROF MANU lt PAGE PAGE gt measured and moves onto the next profile MANU F4 Allows a point measured manually to be added to the measured profile The automatic scan may be resumed by pressing the AUTO F4 key if this key has been pressed Scan settings Whilst scanning the application makes a series of checks based on the values entered in Scan page of the application configuration These checks ensure that the measurements are within the required tolerance values Tunnel Configuration XX Sean Hode i Retn Hethed Chain Limit 0 050 n Hax Iterations be Tight Behav Store OnlyValid Tight Teleran 0 500 m Tight Ignore S 2 000 nm CONF SHIFT F2 At To open the Scan page of the configuration within cont PAGE the applicati
28. AGE PAGE gt CL Offset The plan distance from the measured point to the horizontal alignment CL Ht Diff The vertical distance between the vertical alignment and the measured point Prof Offset The perpendicular distance between the measured point and the design profile A meas ured point that is located inside of the design profile will always have a negative profile offset Radial offset When using a reflector to check a design profile it is important to take into account the reflector radius parameter in the General page of the application configuration If this parameter is set to Yes the measured point will be projected by a distance equivalent to the radius of the reflector in a direction perpendicular to the tangent of the design profile If this parameter is set to No the design profile will be compared to the coordinates of the centre of the reflector at the measured position If reflectorless measurements are used or no design profile is has been defined the reflector radius parameter will not be used in the calculation The Plot panel of the Check Profile dialogue displays a plot of the measured point with respect to the design profile a Tangent to design profile b Reflector radius c Reflector RRT12 013 d Design profile Checking and Measuring the Tunnel RoadRunner Tunnel 41 Checking and Measuring the Tunnel RoadRunner Tunnel 42 3 3 3 3 1 Standard mode Scanning Profiles Working in Stand
29. Default Heas Job Default Tunnel Job p tunnel DTH Job lt None gt Uzat CONT CONF PROJ DATA Selecting Mode Standard For standard mode and using the Define Page ensure that Mode Standard Is set Press CONT F1 to continue to the next screen Define x Layer Profile T44 4f Centre line Centreline Shift X Sec 0 000 DCK Com E E Working with the Define Page Layers contained in the active tunnel Job can be selected from this page These elements combined with other settings on the page can easily be changed during the survey CONT F1 To continue to the next screen SHIFT CONF F2 To access the configuration settings Refer to 7 Configuration Press CONT F1 to continue to the next screen Field Description of Field Layer Choicelist To select a layer in the active tunnel job RoadRunner Tunnel 35 Checking and Measuring the Tunnel RoadRunner Tunnel 36 Field Description of Field Centre line Output The name of the layer centre line Shift X Sec User Input The tunnel profile can be shifted hori zontally to define another tunnel with a constant offset from the Centre line The shape and the size of the tunnel profile will not be changed 3 2 2 Advanced mode Checking and Measuring the Tunnel Working in Advanced mode RoadRunner Setup Application RR Tunnel Stake Check Check df Hethod Check Profile Hode Pr
30. Description jj Creator Core Developme Device CF Card STORE F1 l l To return to the View amp Edit Data screen at PAGE F6 STORE PAGE To move to the next page Field Description of field Name The unique name of the tunnel job The name may be up to 16 characters long and may include spaces This field is mandatory Description A detailed description of the tunnel job two lines are available This field iS optional Creator The name of the person who created the tunnel job This field is optional Device CF Card or Internal Memory The device on which the tunnel job is stored gt eee ORE a StartChainage TORT To store data and return to the View amp Edit Data End Chainage 285 746 n Screen RESET F4 To clear all changes made to the start chainage reset to the original start chainage af PAGE F6 STORE RESET PAGE To move to the next page Field Description of field Centreline The name of the centre line StartChainage To enter a start chainage for the layer centre line By using the centre line length the end chainage is automatically calculated End Chainage The end chainage of the layer centre line as calculated from the start chainage Tunnel Job RoadRunner Tunnel 115 Configuration 7 7 1 Three parts of configu ration RoadRunner Tunnel Configuration Overview The configuration of the RoadRunner application is divided into
31. Display page allows the parameters to view on the Info page of the appli cation to be defined Different combinations of the parameters to view may be stored for the four main functions of the application Stake Face Stake Profile Check Profile Scan Profile The process for defining each of these combinations Is identical The user defines which Darameter should be viewed on each line Up to 16 lines of parameters may defined although a maximum of 9 lines may De viewed at any one time It Is necessary to scroll with the arrow keys to view additional lines Define Info Display Type ag is rg t CONT F1 T Bag rere Confirm the changes and move to the previous 4th Line CL Ht Diff screen 5th Line ACha inage 4 6th Line AOTfset dl CLEAR F4 7th Line AHeight Ah Clear all parameters from all lines Kles DEENS DEFLT F5 CONT I one EFLT Set the default value for all lines To modify the selection on any particular line place the cursor on the line to modify using the arrow keys and press the ENTER key Use the arrow keys to select the required parameter and press the ENTER key to confirm the choice It is also possible to search for a parameter by entering the first character of the parameter name Configuration Define Info Display Type Stake Profile gt Ist Line D E li 2nd Line Stryl Task 3rd Line AOTfset 4th Line AHeight 5th Line ACha inage th Line Cha inage Tth Line Stryl Offset DA T
32. East coordinate of the stringline Northing The North coordinate of the stringline Height The height of the stringline The following fields values can be toggled by using the HZ VT F5 softkey Hz Tangent Grade The tangent direction or grade of the stringline Hz Vt Radius The horizontal vertical radius of the stringline segment Tunnel Job RoadRunner Tunnel 109 Tunnel Job RoadRunner Tunnel 110 Field Description of field Hz Vt Type The horizontal vertical segment type Hz Vt Offset The horizontal vertical offset to the layer centre line Ce If a value has not been defined the field will be shown as Viewing profiles Tunnel Job This page shows the following A cross section view of the design data at the selected chainage No selection or zoom pan functionality is available I ine ThfalP int Line name Centrelineff TE i at CONT CH CH SEG PAGE CONT F1 To return to the View amp Edit Data screen CH F2 To increase the chainage by the chainage incre ment as defined in the View amp Edit Data screen CH 1 F3 To decrease the chainage by the chainage incre ment as defined in the View amp Edit Data screen SEG F4 To enter the Segment Info screen PAGE F6 To move to the next page RoadRunner Tunnel 111 Tunnel Job RoadRunner Tunnel 112 Viewing the segment This page shows the following the Hz Alignment page Detailed horizonal alignme
33. FREMT vesen 119 Io GO EE EN stn san 119 Triangular Irregular Network rnrnnrnennnnernennanernannnnennen 86 Tunnel Tunnel Centreline 23 Tunnel Configuration a arnarnannrnavnrnennanennavnrnennene 116 Tune JOD EE A E A I EE 34 84 Tunnel Profile Editor arrernnnnrnnnnannrnannnnannannrnennnnennsnne 24 Layer details view rrarnnnnrnennannrnennannnnennannnnennsnennnne 26 Profile details view cccccccececeeceeeeceececeeseeeeeeeseees 25 U Underbreak rrernnnnrnavnrnannrnennnnnrnennannrnannrnannnnennsnnnnennenn 10 Update Angle arrernnvnrnnvarvarnavnrnannannrnavnrnannsnennannnnenne 120 Updata EE 128 V VETU E 58 Vertical exaggeration cccccecceccececeececeeseseseeaeeeeaeees 129 W Work Corridor enn 120 Working with shifts 104 Index RoadRunner Tunnel 141 Total Quality Management Our commitment to total customer satisfaction Leica Geosystems AG Heerbrugg Switzerland has been certified as being equipped with a quality system which meets the International Standards of Quality Management and Quality Systems ISO standard 9001 and Environmental Management iSO 9001 180 14001 Systems ISO standard 14001 Ask your local Leica Geosystems dealer for more information about our TQM program Leica Geosystems AG Heinrich Wild Strasse CH 9435 Heerbrugg Switzerland Phone 41 71 727 31 31 www leica geosystems com when it has to be right Original text Printed in Switzerland
34. Guidance Configuration The reference direction used to stake out points The stake out elements and the graphics displayed are based on this selection To Alignment To Station From Station The position of the measured point and the calculated differences are displayed relative to the alignment The position of the measured point and the calculated differences are displayed relative to the position of somebody located at the meas ured point looking towards the sensor The position of the measured point and the calculated differences are displayed relative to the position of somebody located at the sensor looking towards the measured point If the option To Station or From Station is used the displayed differences between the measured point and the design point may be configured Orthogonal Polar The differences are displayed as two orthogonal distances left right and forward back with respect to the line of sight The differences are displayed as polar coordinates angle and distance with respect to the line of sight Indication of direction and distance from measured point to point to set out Off Polar Graphics Arrows amp Graphics No graphical guidance is used only numerical values are available on the screen Forward Back and Left Right arrows are shown on the screen A bulls eye is shown on the screen Forward Back and Left Right arrows and a bulls eye are shown on the screen RoadR
35. I seas DZ RoadRunner Tunnel 131 Configuration Avaible parameters RoadRunner Tunnel 132 The following parameters are available in the Define Info Display Str l Task AOffset AHeight AChainage Chainage Strel Offset Str l Ht Diff Strgl Name CL Ht Diff CL Height CL Radius CL Type CL Offset CL Tangent Near Tang Pt CL Grade Name of the current task Distance from the measured point to the point to set out in a direction perpendicular to the horizontal alignment Height difference between the measured point and the point to set out Chainage difference between the measured point and the point to set out Chainage of the measured point Distance between the measured point and the shifted horizontal align ment when a shift Is used Height difference between the measured point and the shifted vertical alignment when a shift is used Name of the centreline Height difference between the measured point and the height of the vertical alignment at the same chainage Height of the vertical alignment at the chainage of the measured point Radius of the horizontal alignment at the at the chainage of the meas ured point Curve type of the horizontal alignment at the chainage of the measured point Distance between the measured point and the horizontal alignment in a direction perpendicular to the horizontal alignment Direction of the tangent to the horizontal alignment at the at t
36. NT F1 Hz Alignment Vt Alignment To return to the View screens Line name Centreline Cha inage 127 442 n SEG F2 el St ot ete m To move to the next segment Or 1 s i m Height i 419 002 n SEG F3 l Grade 1 0 hv To move to the previous segment Yt Radius 341 137 n Yt Type CirclefArc ENDP STRTP F4 at To toggle between the start point and the end CONT SEG SEG ENDP PAGE point of the segment PAGE F6 To move to the next page Field Description of field Line Name The name of the selected stringline The following fields values can be toggled by using the ENDP STRTP F4 softkey Chainage The chainage of start end point of the segment Easting The East coordinate of the start end point of the segment Northing The North coordinate of the start end point of the segment Height The height of the start end point of the segment Grade The grade at the start end poin of the segment is not toggled Vt Radius The radius at the start end point of the segment is not toggled Vt Type The current segment type is not toggled Ce If a value has not been defined the field will be shown as Tunnel Job RoadRunner Tunnel 113 Tunnel Job 6 4 3 Editing the job details Changing the start chainage of the centre line of the selected layer RoadRunner Tunnel 114 Editing the Design Data Edit Tunnel 2 Layers Job Fentreline Name Tunnel 2 Layers
37. To enter a start chainage to use when viewing the data The default value Is the start chainage of the layer centre line RoadRunner Tunnel Tunnel Job RoadRunner Tunnel 108 Field Description of field Ch Increment To enter a chainage increment to use when stepping through the data If a centre line has not been defined a start chainage cannot be entered and the field will be shown as If a centre line has not been defined a chainage incre ment cannot be entered and the field will be shown as 6 4 2 Viewing the Design Data Viewing details of the This page shows the following layer centre line Geometrical details of the selected stringline at the selected chainage Line name r E Centrelineff CONT F1 To return to the View amp Edit Data screen Easting 19862 102 n CH F2 North ing 5301082 924 n To increase the chainage by the chainage incre i EE ment as defined in the View amp Edit Data screen Hz Radius 52 771 u CH 1 F3 Hz T Clothoid I td dl he To decrease the chainage by the chainage incre at ment as defined in the View amp Edit Data screen CONT CH CH SEG HZ VT PAGE SEG F4 To enter the Segment Info screen HZ VT F5 To toggle between the vertical alignment data and the horizontal alignment data PAGE F6 To move to the next page Field Description of field Line name To select a stringline from the layer Easting The
38. al page of the Scan Profile dialogue were too large The tight behaviour Tight Behav tolerance Tight Toleran and Tight Ignore refer to the distance of the measured point from the design profile If the distance between the measured point and the design profile is greater than the tight tolerance and less than the tight ignore value the application will perform the action defined as the tight behaviour This may De Store all the values Store only those values within the defiend tolerances Pause the application with a warning message and store the values or pause the application with a warning message It is possible to return to the Scan Profile dialogue from the configuration by pressing the CONT F1 key Checking and Measuring the Tunnel RoadRunner Tunnel 57 Setting Out the Tunnel 4 4 1 Stake Face and Profile RoadRunner Tunnel 58 Setting Out the Tunnel Overview The Stake Face and Stake Profile options can be accessed from the RoadRunner Setup Panel RoadRunner Setup Application RR Tunnel Stake Check Stake d Method Stake Face Hode Stake Profile Hl Project Soccer d Fixpoint Job Default Heas Job Default Tunnel Job Tunnel Editor DTN Job lt None gt CONT F1 al Select the required option and press the CONT ee ee F1 key to proceed The Stake Face option allows any point on the excavation face of the tunnel to be set out The points to set out may be defined with r
39. ard mode 1 Selecting Mode Standard For standard mode and using the Define Page RoadRunner Setup Application Stake Check 2 Hethod ensure that Mode Standard is set Hode Project Tunnel Project Fixpoint Job Default Press CONT F1 to continue to the next screen Heas Job Default Tunnel Job tunnel DTN Job lt None gt 02a CONT CONF PROJ DATA Define x 2 Working with the Define Page eee Profile T114 Layers contained in the active tunnel job can be Centre line Centreline selected from this page These elements combined Shift X Sco WEED with other settings on the page can easily be changed during the survey CONT F1 02a f To continue to the next screen CONT Et it SHIFT CONF F2 To access the configuration settings Refer to 7 Configuration Press CONT F1 to continue to the next screen Field Description of Field Layer Choicelist To select a layer in the active tunnel Job Field Description of Field Centre line Output The name of the layer centre line Shift X Sec User Input The tunnel profile can be shifted hori zontally to define another tunnel with a constant offset from the Centre line The shape and the size of the tunnel profile will not be changed Checking and Measuring the Tunnel RoadRunner Tunnel 43 Checking and Measuring the Tunnel 3 3 2 Advanced mode Working in Advanced mode RoadRunner Setup
40. ated in the Design to Field viewer It allows to import or create tunnel data like profiles layers and rotations Refer to the Tunnel Profile Editor online help for more information Tunnel Profile Editor Profile details view Tunnel Profile Editor File Tunnel Options Help E CT Profiles ce Layers 3 Rotations fala a SS 5 Radins d Length Center amp Center Y E 0 900 0 700 Cur g 1 000 0 000 1 550 1 000 2 045 0 007 0 550 CL Final SCH 1 Profiles Overview SS xX 1 018 0 916 Meters Percent Leica Geosystems AG Getting Started RoadRunner Tunnel Getting Started Tunnel Profile Editor Layer details view RoadRunner Tunnel 26 Tunnel Profile Editor File Tunnel Options Help CT Profiles cf Layers 3 Rotations fala a gt Chainage Theoretical Profile 130 000 Final Layer el 200 000 Final Layer ch Final Layer E3 Ck Lape 130 993 0 447 Meters Percent Leica Geosystems AG 2 1 3 Getting data onboard Getting Started Data transfer to sensor Once the design data have been converted copy the database files to the DBX folder of the CompactFlash card that will be used on the sensor The file names are joDname x These files are Fixpoint job Meas job Tunnel Job RoadRunner Tunnel 27 Getting Started RoadRunner Tunnel 28 2 2 Using the On Board Application Installation and The RoadRunner Tunnel application is an add on compo
41. ce from the instrument position and calculates the difference in chainage between the measured point and the chainage of the instrument position The calculated difference is then set as the Forward Distance Note that the measured point for a back distance must always be at a chainage less than the chainage of the instrument poition The measured point for a forward distance must always be at a chainage greater than the chainage of the instrument poition If these condi tions are not met an error message will be displayed and it will be necessary to redefine the distance Checking and Measuring the Tunnel RoadRunner Tunnel 47 Checking and Measuring the Tunnel RoadRunner Tunnel 48 3 3 4 Inclusive and exclusive sections Scan Limits Once the chainages of the profiles to scan have been defined and before starting the meas urement it Is necessary to define the limits of the scan The scan limits are used to define the angular limits to be scanned in a plane perpendicular to the centreline These limits normally define the starting point and end point of the profile to scan as well as any zone that should not be measured Angular Limits x limit Measure Tnrrenent At CONT NEW EDIT DEL The scan limits can be defined using the LIMIT SHIFT F5 key in the Scan Profile dialogue Limits are defined with respect to the instrument axis In the following example a limit Is defined that includes the entire area to be
42. d chainage 4 2 1 Standard mode Setting Out the Tunnel Working in Standard mode RoadRunner Setup Application Stake Check Hethed Hode Project Tunnel Project Fixpoint Job Default Heas Job k Default Tunnel Job z tunnel DTH Job lt None gt 07a t CONT CONF PROJ DATA Define Layer Profile T11 4f Centre line Centreline Shift X Sec 0 000 zat con E e Field Layer Selecting Mode Standard For standard mode and using the Define Page ensure that Mode Standard is set Press CONT F1 to continue to the next screen Working with the Define Page Layers contained in the active tunnel job can be selected from this page These elements combined with other settings on the page can easily be changed during the survey CONT F1 To continue to the next screen SHIFT CONF F2 To access the configuration settings Refer to 7 Configuration Press CONT F1 to continue to the next screen Description of Field Choicelist To select a layer in the active tunnel job Centre line Output The name of the layer centre line RoadRunner Tunnel 63 Setting Out the Tunnel RoadRunner Tunnel 64 Field Description of Field Shift X Sec User Input The tunnel profile can be shifted hori zontally to define another tunnel with a constant offset from the Centre line The shape and the size of the tunnel profile will not be changed 4 2 2
43. e Tunnel ProfDist amp Offset RoadRunner Tunnel 78 The point Is defined by the distance from the start of the profile and an offset perpendicular to the design profile If this option is used enter the distance Along Profile and the Profile Offset to define the point to be set out a Centre line b Profile offset RRT12_019 c Distance from start of design profile If the tunnel Job has perpendicular profiles the chainage entered on the General page Is used as vertical chainage Element amp Offset The point to set out Is defined by the number of the element on which the point lies the percentage of the distance along the element of the point to set out and the offset perpen dicular to the design profile Element number 1 is the first element of the design profile If the configuration parameter Geometry Is set to Clockwise the number of each element increments in a clockwise direction If this parameter Is set to CounterClockwise the number of each element increments in a counter clockwise direction a Centre line b Point defining start of design profile c Offset perpendicular to profile segment d Distance from start of Start point of segment RRT12_020 e Start point of segment 5 If the tunnel Job has perpendicular profiles the chainage entered on the General page Is used as vertical chainage L Once the point to set out has been defined the sensor may be positioned manually and the ALL F1 DIST F2 and
44. eas vertical shifts are applied along the plumb line a Horizontal alignment with constant shift Plan View b Vertical alignment with RR12_013 constant shift Profile View For both horizontal and vertical shifts two different types are available can be applied Constant The shift remain the same from its start chainage or station to the end chainage or station Linear The shift is linearly interpolated along the chainage or station Ta a Constant shift RRT12_025 b Linear shift Sign convention Introduction The sign convention for design shifts Is identical to that used for centre line offset and height shifts difference je a Centre line d a bilt Lu b Positive horizontal shift SS c Positive vertical shift Y e g d Negative horizontal shift RRT12 O11 e Negative vertical shift RoadRunner Tunnel 19 Introduction 1 4 2 Profile shift RoadRunner Tunnel 20 Design Profile Shifts A shift may be applied to the design profile The shift is applied perpendicularly to the design profile at any point along the design profile A positive shift will increase the size of the profile a negative shift will decrease the size of the profile a b c a Design profile with negative shift b Original design profile c Design profile with positive shift d Negative shift RRT12 012 e ei Positive shift Introduction RoadRunner Tunnel 21 Getting Started 2 2 1 Downloads
45. ection of project method and task to be staked out or checked every time the application is started RoadRunner Begin x Coord System cs Codelist None ip Config Sct TCRP Rl Ref lector Ref lectorless Add Constant 34 40 At CONT CONF SETUP RESUH C5YS Project and Job Management RoadRunner Tunnel 89 Project and Job Management 5 3 Create a project step by step RoadRunner Tunnel 90 Creating a New Project Step Description Ls New Project Description Tunnel soccer field Creator ORG Device CF Card 4 at STORE PAGE Define the lt Name gt lt Description gt lt Creator gt and lt Device gt for the project The lt Name gt is mandatory PAGE F6 changes to the Jobs page Fixpoint Job Default P Haas Job Default Road Job lt Hone gt 4 Tunnel Job Tunnel 2 La or Rail Job lt None gt 4 DTH Job lt None gt Al Af STORE PAGE Select the lt Fixpoint Job gt lt Meas Job gt lt Road Job gt lt Tunnel Job gt and lt DTM Job gt to be used in the new project It is possible to add or remove Jobs to the project at a later stage Step Description active project 4 STORE F1 to accept the changes and select the newly created project as the new Project and Job Management RoadRunner Tunnel 91 Project and Job Management RoadRunner Tunnel 92 5 4 General Deleting a
46. ed from a road design package using the Design To Field component within the Leica Geo Office application RoadRunner Tunnel 97 Tunnel Job 6 2 2 Profiles RoadRunner Tunnel 98 Design Profiles Depending on the complexity of the tunnel Job the design data may vary from being a single horizontal and vertical alignment to a design containing many different design profiles with dozens of defined vertices Design profiles may be defined and edited in the Profile Editor application that is integrated into the LEICA Geo Office LGO application 6 2 3 Layers Tunnel Job Layers Tunnels generally consist of layers made of different materials for example a shotcrete surface or a lining At different times throughout a project it may be required to work with different layers of the tunnel RoadRunner allows the possibility of creating such layers by grouping together design profiles that will be used at the same chainage ab a The vertices AL A7 could be grouped together in a layer a and represent the final lining of the tunnel b The vertices B1 B7 could be grouped together in a layer b and represent the RRT12 023 inner shotcrete layer of the tunnel Design Profile Layers may be assigned to chainages along the centre line using the Profile Editor within LGO The layer of the tunnel to set out or check may be defined when creating a task RoadRunner Tunnel 99 Tunnel Job 6 3 Overview R
47. eran Tight Ignore RoadRunner Tunnel 126 Indicates the type of profile to be scanned At the present time the available modes are the measurement of vertical and tilted profiles Defines how the distance between points is defined At the present time the only available method ts By distance Defines the maximum difference between the measured and defined chainage within which a point will be recorded The maximum number of attempts that should be made in measuring a point when measuring parallel profiles Defines the behaviour of the application when a measured point Is outside of the defined Tight Tolerance StoreAll Store all measurements independent of whether they are within tolerance Store OnlyValid Store only the points that are within tolerance Pause amp Store Store all measurements but if the point is out of tolerance pause the scan Pause Pause the application if a point Is out of tolerance Refers to the maximum permitted distance between the measured point from the design profile If the distance between the measured point and the design profile is greater than the tight tolerance and less than the tight ignore value the application will perform the action defined as the tight behaviour If the distance between the measured point and the design profile Is greater than the Tight Ignore value the measurement will be ignored and the values will not be stored For more information about Thight Tolerance refer
48. espect to the horizontal and vertical alignment or to the design profile The Stake Profile option allows any point at a given chainage in the tunnel to be staked The points to set out may be defined with respect to the horizontal and vertical alignment or to the design profile 4 2 Overview Cross Section View Setting Out the Tunnel Setting Out the Tunnel Face When excavating a tunnel It is usually required to set out the tunnel portal before excava tion can begin In addition for excavation methods other than those involving tunnel boring machines TBM s it is then usually required to set out the tunnel face at given intervals during the excavation The tunnel face can be set out at any time within the System 1200 RoadRunner Tunnel appli cation using the Stake Face function This function allows the setting out of a series of points perpendicular to the horizontal alignment that indicate the position of the design profile at the chainage of the tunnel face a Se Ee ff p EP a p P P _ Ba D L 7 O 7 7 L SC e 4 d D a Points to set out RRT12 015 Given that it is likely that a degree of rock debris is present at the tunnel face or that inexact excavation techniques such as blasting are used It cannot be assumed that the tunnel face at any stage of the excavation Is perpendicular to the horizontal alignment RoadRunner Tunnel 59 Setting Out the Tunnel RoadRunner Tunnel 6
49. he chainage of the measured point Distance along the horizontal alignment from the measured point to the nearest tangent point Grade of the vertical alignment at the chainage of the measured point Dirc to Point Dist to Point Def Easting Def Northing Def Height Act Easting Act Northing Act Height Quality 3D Line Space Half Full Prof Offset Prof N Element Prof Element DistAlongProf Vert Chainage Vert Sqr Off Direction from the point to the point to set out Distance from the point to the point to set out Fasting of the point to set out Northing of the point to set out Height of the point to set out Easting of the measured point Northing of the measured point Height of the measured point Standard deviation of the point measurement Empty line Distance from the design profile to the measured point Element number of the closest design profile element to the measured point Distance in percentage terms of the measured point along the design profile element Distance of the measured point along the design profile Chainage of the measurend point projected perpendicular to the vertical component of the centreline Offset perpendicular to the vertical component of the centreline Configuration RoadRunner Tunnel 133 Configuration 7 6 Logfile settings RoadRunner Tunnel 134 Tunnel Configuration Logfile Page The Logfile page allows the user to define the name and f
50. here the excavated tunnel meets existing terrain Superelevation Rota tion Angle of rotation of a design profile used to take into account the velocity of a moving vehicle through a curve Rotation Point The point about which the design profile is rotated This point may or may not coincide with the centre line 1 3 Basic stake out and check elements 1 3 1 Staking Tunnel Faces Horizontal and vertical offsets Introduction Elements for Tunnel Stake Out and Check Measurements In general there are two different basic stake out and check elements within a tunnel e Tunnel Face e Tunnel Profile Tunnel Face It is usually required to stake out the tunnel face to indicate the postion to excavate when certain tunnelling methods are used e g Drill and Blast or excavation using a roadheader The points to stake on the tunnel face may be defined in various ways By horizontal and vertical offsets with respect to the centre line a Centre line b Point on tunnel face to stake c Centre line offset RRT12_004 C d Centre line height offset RoadRunner Tunnel 11 Introduction RoadRunner Tunnel 12 Distance along profile By the distance from the start of the design profile and an offset from the design profile a Centre line b Point on tunnel face to stake c Point defining start of design profile d Distance from start of design profile RRT12_005 e Offset perpendicular to de
51. int Scan Profile E 1 Press the MANU F4 button in the Scan General Tnfo Pint Point ID f Profile dialogue Profile Chain 140 039 n 2 Aim at the point to measure Back Distance 10 042 n s bn og 3 Use the ALL F1 DIST F2 and REC F3 keys Fwd Distance 9 824 n to measure the point in the usual manner ere i ENEE 4 Repeat the process for all of the manual points that are required to be added to the profile at START GET B GET F MANU lt PAGE PAGE gt 3 3 6 Starting the scan Checking and Measuring the Tunnel Making a Scan Once all manual points have been defined the scanning of the profiles may commence by pressing the AUTO F4 If no manual points are required scanning of the profiles may be started by pressing the START F1 key Once scanning has started the values of the measured point may be viewed in the Info panel of the Scan Profile dialogue The values shown in this panel may be configured in the application configuration Refer to chapter 7 Configuration for more information on modifying the Info Danel It is possible to abort the scan once started using the STOP F1 key Should it be necessary to pause the scan for example to allow passing site traffic through this can be done using the PAUSE F2 key Stryl Task Tunnel Cha inage 130 029 n CL Offset 0 546 a CL Ht Diff 0 037 n ACha inage 10 010 nm Prof Offset 0 071 m Act Easting 1985
52. ints and other values stored in the field are added to this job Road Job All road design information for road data outside of the tunnel either typed in manually or exported from a design package is stored in the road job Like the fixpoint job it is a source of information Refer to the RoadRunner Tech nical Reference Manual chapter 6 Tunnel Job for more information on road jobs Project and Job Management RoadRunner Tunnel 85 Project and Job Management RoadRunner Tunnel 86 Tunnel Job Contains information relating to the design of the tunnel The centre line of the tunnel and the tunnel design profiles are stored in the tunnel job As with a road job the tunnel Job is a read only source of information Refer to chapter 6 Tunnel Job of this manual for more information on tunnel jobs DTM Job Holds DTM or TIN data Digital Terrain Model Triangular Irregular Network Like a fixpoint Job or road Job the DTM job is a source of Information Refer to the RoadRunner Technical Reference Manual chapter 7 DTM Job for more information on DTM jobs The same Job can be used as a data and measurement job Road jobs Tunnel Jobs and DTM jobs cannot be selected as a data or a measurement Job When selecting a Job a filter is applied to show only the relevant jobs in the selection list 5 2 Selecting a Project 5 2 1 Overview Overview Upon starting the RoadRunner application there are two different ways of selecting a project e
53. lockwise The design profile is defined in a clockwise direction The number of each element also increments in a clockwise direction CounterClockwise The design profile is defined in a counter clockwise direction The number of each element also increments in a counter clockwise direction 7 3 Check configuration Configuration Tunnel Configuration Check Page The Check page allows parameters that will be used during Tunnel Check to be set Tunnel Configuration x General fherk Scan Tnfo Plt lngfilef Quality Check cheoffsHt foe Chainage Tol 0 020 Offset Tol 0 020 nm Height Tol 0 020 n Height Tol 0 020 m CONT F1 l To confirm the changes and move to the previous Beep near Pt off p Ser At PAGE F6 couT PAGE To go to the next page of the configuration RoadRunner Tunnel 123 Configuration Quality Check Chainage Tol Offset Tol Height Tol Profile Tol Position Tol Beep near Pt Dist from Pt RoadRunner Tunnel 124 Activates a position check when storing a staked or checked point When the defined tolerance is exceeded the stake out check can be repeated skipped or stored Depending on this selection the lines below are enabled disabled NONE No quality check during stake out check of points Che Off Ht Check for chainage horizontal offset and height Ch amp Off Check for chainage and horizontal offset Pos amp Ht Check for 2D position and height Positio
54. mpactFlash Card or Internal Memory The device on which the job is stored Job page Fixpoint Job Default Haas Job Default f Road Job lt Hone gt 4 Tunnel Job s Tunnel 2 La ae Rail Job lt None gt 4 DTH Job lt None gt STORE F1 At To accept the changes and return to the screen STORE PAGE from where this screen was accessed lt Fixpoint Job gt The job that contains the point data to be used lt Meas Job gt The active Job which also determines the coordinate system Points which are recorded during staking out or check are stored in this job lt Road Job gt The active road Job lt Tunnel Job gt The active tunnel Job lt DTM Job gt The active DTM Job Project and Job Management RoadRunner Tunnel 95 Tunnel Job RoadRunner Tunnel 96 6 Tunnel Job 6 1 Overview General Each tunnel job consists of two major parts e Design data Contains all the information about the tunnel design including the geom etry of the centre line and the tunnel cross section e Working tasks Tasks define how the design elements of the tunnel are staked out or checked in the field they also define any offsets that should be applied to the design data Refer to 6 3 Tasks for more information on tasks 6 2 6 2 1 Alignments Tunnel Job Design Data Horizontal and Vertical Alignments All tunnel jobs must consist of at least a horizontal and a vertical alignment These data may be convert
55. n Check for 2D position Height Check for height Profile Check for distance from design profile From 0 001 to 100 maximum permitted difference in chainage From 0 001 to 100 maximum permitted horizontal offset from defined position From 0 001 to 100 maximum permitted height difference From 0 001 to 100 maximum permitted distance from design profile From 0 001 to 100 maximum permitted radial horizontal distance On or Off activates an acoustic warning signal when the horizontal radial distance from the current position to the point to stake out Is equal or less than defined in Dist from Pt Available when Beep near Pt On is selected Defines the horizontal radial distance from the current position to the point to stake out within which the acoustic warning signal is active 7 4 Scan configuration Configuration Tunnel Configuration Scan Page The Scan page allows parameters that will be used when scanning profiles to be set Tunnel Configuration x Raneral Check Scan TnfnaP lt iagtilel Scan Hode i Rotn Method Chain Limit 0 050 m Hax Iterations 3 Tight Behav Store in CONT F1 i Tight Toleran 0 500 u To confirm the changes and move to the previous Tight Ignore 5 2 000 n screen At PAGE F6 cont III PAGE To go to the next page of the configuration RoadRunner Tunnel 125 Configuration Scan Mode Rotation method Chain Limit Max Iterations Tight Behav Tight Tol
56. n point e Scan Profile for measuring profiles of the tunnel The Stake Tunnel function consists of e Stake Face a task that allows setting out at the point of excavation e Stake Profile for setting out any point of the tunnel at a given chainage The centre line of the tunnel may be imported for use on board the sensor using the industry standard LandXML data format or in formats exported from a number of other tunnel design packages using the Design to Field component of the Leica Geo Office appli cation Refer to chapter 2 1 1 Tunnel Centreline for more information regarding the import of centre line data Tunnel design profiles may be created using the tunnel profile editor PC application This application Is integrated into the Design to Field component Keys The ALL F1 DIST F2 REC F3 lt PAGE F5 and PAGE gt F6 keys have the same func tionality as throughout the rest of System 1200 Introduction RoadRunner Tunnel 7 Introduction RoadRunner Tunnel 8 1 2 Basic Terms Basics introduced In order to make the following chapters on staking and checking tunnels easier to under stand the basics are introduced in this chapter Please be aware that the terminology or workflow used on different construction sites may vary from the one used in this manual however basic principles remain the same Technical terms a Centre line b Centre line offset c Point on design profile d Centre line height offset
57. nager WEE 134 FN du 45 FOM eerren eea 119 FWG DVS EEE 45 Fwd Interval rnnonnannannnnnnnnnnnnnnnenvnnnnnnnnnnnennenennennenenne 45 G General panel serso on E 47 66 EH RE 47 ECH RE 47 ill WINGS sere 119 Eee EE 119 137 Index RoadRunner Tunnel 138 H N RENE TO rs cadatadacudusadedteteasiaebisssiachianhiscdan jatmamenceenamanes 124 Wear Tan Gi WEE 132 PONZ OAE e Do EE 88 i O rede eresse OM 119 Ta od Ce E TE CORPSE VON NEE 124 OT 127 Offset amp Height Leam 66 77 O TROE EEE EEG EE ERE CREE SR En EE EE aaa TAD OE Rn Oe anne 11 HANEN AE 76 OPIO sdananccsdacencaeecas atesecaeacasane 58 WETS GO er EE CE COAT 1010 Ee 119 Ga 190120 NE 119 J Be TE LE 10 Job eee eC ee ee en re ee NN te 67 Overlapping z70NES ka 49 ee 84 P L TNS 7 39 EE G EE 53 Layers EE 99 Perpendicular mmmmrmmmmemmmmmmemmmmemmmemmen 18 LICENCE KEY EE EEE ceececsececcesececcesecescetececescecereesstereesstesesteverereess 128 LIMITS onrnrrn vnr vnnrrrnnnne varar van vanen venn van nnnan nasa nnn venns nnnnnenn AO EE 48 re O 41 Logfile EEE EET NT ET EEE NER NOTENE SLUSE 134 Plot Type FN 128 M PUB Al Tu 18 Me ae et EE E A ES 6 POINT ID eneen 38 70 Mevitersions kp 55 126 Polar EE 119 Measurement job ccccccccccssscscesssesssseesseseesseeseeseseevseeeeeees 34 PPU 128 MORE j 38 PU 10 POL 69 Polonia ene 124 Profile Prof Element vies inivcvainssneiseceaasenwemeneueneeesaneenennees 133 FO ge E RE 133 FPSO 44444444 68 78 FS Var 6 45 124
58. nent of the RoadRunner TPS1200 licencing program It is necessary that both the RoadRunner and RoadRunner Tunnel applications are loaded on the sensor before starting Both the RoadRunner and RoadRunner Tunnel applications are protected They may be acti vated through a specific licence key This licence key may be typed in either through the Main Menu Tools Licence Keys or alternatively the first time the application program is started 2 2 1 Starting RoadRunner Tunnel Getting Started Selecting the Application Hain Henu x 1 Survey z 3 l gt 4 Convert 5 Boat ie 6 Tools Uzat CONTE 1 14 Survey 02 Setup 03 Alignment Tool Kit 04 COG0 05 Determine Coordinate System RoadRunner 07 GPS Survey 08 Hidden Point 09 MNGuide MM Uza conh 1 1 1 1 1 Select Main Menu Programs OR Press PROG 2 TPS1200 Programs Select RoadRunner in the menu 3 CONT F1 to access RoadRunner Begin panel RoadRunner Tunnel 29 Getting Started 2 2 2 Positioning the TPS RoadRunner Begin RoadRunner Tunnel 30 This screen shows the following To select the coordinate system codelist configuration set and reflector for the survey RoadRunner Begin Coord System Codelist CS lt None gt dl Config Sct gt TCRP il Reflector Ard Constant Ref lectorless d nm At CONT CONF SETUP RESUH C5YS CONT F1 To continue to the ne
59. ng Out the Tunnel Working in Standard mode RoadRunner Setup Application Stake Check Hethed Hode Project Tunnel Project Fixpoint Job Default Heas Job k Default Tunnel Job z tunnel DTH Job lt None gt 07a t CONT CONF PROJ DATA Define Layer Profile T11 4f Centre line Centreline Shift X Sec 0 000 zat con E e Field Layer Selecting Mode Standard For standard mode and using the Define Page ensure that Mode Standard is set Press CONT F1 to continue to the next screen Working with the Define Page Layers contained in the active tunnel job can be selected from this page These elements combined with other settings on the page can easily be changed during the survey CONT F1 To continue to the next screen SHIFT CONF F2 To access the configuration settings Refer to 7 Configuration Press CONT F1 to continue to the next screen Description of Field Choicelist To select a layer in the active tunnel job Centre line Output The name of the layer centre line RoadRunner Tunnel 73 Setting Out the Tunnel RoadRunner Tunnel 74 Field Description of Field Shift X Sec User Input The tunnel profile can be shifted hori zontally to define another tunnel with a constant offset from the Centre line The shape and the size of the tunnel profile will not be changed 4 3 2 Advanced mode Setting Out the Tunnel W
60. nnn 69 Begin panel rarnernannrnannrvernannrnernannrnennenennannenennnnennsnnen 29 Prof NSElement oooooccoooocooooooooocoooeooooeece 133 Breakpoint ararnernannrnannrnennannrnennannrnannsnennannrnnnnsnennsnnee 52 Create C GEER 90 ETE LE eee anke 10 Soe EN ELSIE ee SE Creating a new task rrarnernanannnnernnrnanernnnennannrnennenn 101 GEGEN 132 Cross Plot 128 GE EN ED W 132 LOE eg 132 A te UE 132 VITEN eee A 132 KC 132 G EEE EEE 76 Ch Increment RK NNN ENNEN ENNEN NENNEN NNN NEEN NNN 76 D BIC 27 Define DChalnage ornrnarnavarvornavernannannrnannrnennennsnennannnnenne 132 Def Chainage ee 76 PEPE e 133 Bedae a EE 153 Ree Lan nn 133 BE ee 65 DEL e E 88 Deleting a Project arnrnnrnernavnrnnrnavnrnnnnrnennennannnnnnnnnnnnen 92 DACIE vn 132 Digital Terrain Model r rnnnarnnrnannnnennnnennannrnennrnennunne 86 Digital Terrain Models rrornnnennannnnennnnennennannnnannnnennnn 84 DICTO POINT E 133 Mee e Un EC 52 Distance DIS eee 7 39 BIST WOM PE Ledere 124 BIST CO POM Lee 133 DGAN PEROT ee 133 BD INEO E 12 45 PO EN 132 Bien E 22 PN Se 84 Index RoadRunner Tunnel E EDIT 88 ge EE teas aaabrun 94 Element 69 Element amp OTffset arunnunnnnnnnnnnnnnnnnnnnnennennennnnennenenne 69 79 Stolle SE 48 Seege gysga gaenannaea aah aaa ka a EEEE TERET 47 eHEa aA ni anA AH Ea aAA Na KA a TRENERE 49 De 88 F FA os 6 GEIER seres ende 84 Beien WEE 134 POMS TC Geer 134 Format Ma
61. nt information about the current stringline segment Segment Info Start Point CONT F1 Bee PU To return to the View screens Line name Centreline Cha inage 132 894 n SEG F2 om EE E n To move to the next segment or 1 i i m Height i 418 963 n SEG F3 l Hz Tangent 374 7362 y To move to the previous segment Hz Radius 1000000 000 n Hz Type Clothoid In ENDP STRTP F4 l at To toggle between the start point and the end CONT SEG SEG ENDP PAGE point of the segment PAGE F6 To move to the next page Field Description of field Line Name The name of the selected stringline The following fields values can be toggled by using the ENDP STRTP F4 softkey Chainage The chainage of start end point of the segment Easting The East coordinate of the start end point of the segment Northing The North coordinate of the start end point of the segment Height The height of the start end point of the segment Hz Tangent The tangent direction at the start end point of the segment Hz Radius The radius at the start end point of the segment is not toggled Hz Type The current segment type is not toggled Ce If a value has not been defined the field will be shown as Viewing the segment This page shows the following the Vz Alignment page Detailed vertical alignment information about the current stringline segment Segment Info Start Point CO
62. o the next screen Hethod CONF F2 han i i To access the configuration settings TO g i ae ob marie Refer to 7 Configuration Heas Job i Default PROJ F4 ia ee eee To edit the currently selected project Refer to 5 Project and Job Management At CONT CONF PROJ DATA DATA F5 To view edit the data in the tunnel job Refer to 6 4 Viewing and Editing the Design Data Field Description of Field Application To select the relevant program This field lists all of the programs that have been loaded into the Road Runner group Ensure that RR Tunnel is selected RoadRunner Setup Application RR Road Stake Check RR Tunnel Ma Method RR Rail Stake Check To select either Stake or Check for the survey RoadRunner Setup Application Stake Check Method Field Description of Field Method To select the relevant method for the survey All stake check methods are listed RoadRunner Setup Application RR Tunnel Stake Check Stake P Method Stake Face V Mode Stake Profile Project Fixpoint Job Default Heas Job Default Tunnel Job Tunnel Editor DTH Job lt None gt a LILL IP If I Mode To select either Standard mode or Advanced mode RoadRunner Setup Application RR Tunnel Stake Check Hethod Hade Project Eavnassint lah De Fan 1 Project To select the relevant project for the sur
63. oadRunner Tunnel 100 Tasks When staking out or checking a tunnel it is often the case that it is not possible to finish a particular task In one go RoadRunner Tunnel allows the possibility of storing the element to be staked out or checked together with all defined settings as a work task Tasks are stored as a part of the project A task defines the offsets required for setting out and checking as well as the layer of the design profile to use and the chainage limits within which the task applies When pressing CONT F1 on the RoadRunner Setup panel a list of available tasks will be shown x CONT F1 T T Select the highlighted task and continue REF2 23 06 03 06 NEW F2 Create a new task EDIT F3 Modify selected task DEL F4 At Delete selected task CONT NEW EDIT DEL NORE TEHP MORE F5 Toggle between Date and Time info TEMP F6 Create a new temporary task The task is created in the same way as an ordinary task but the task is not saved 6 3 1 Overview L Creating a task step by step Tunnel Job Creating a New Task The Selection Wizard Start page defines the name of the task and whether shifts should be applied to the design data Shifts are applied temporarily to the design data for the defined task the original design data is not modified when a shift is applied Refer to chapter 6 3 2 Working with Shifts for more information on applying shifts The same selection wiza
64. of design profile Element amp Offset L Auto positioning Setting Out the Tunnel The point to set out is defined by the number of the element on which the point lies the percentage of the distance along the element of the point to set out and the offset perpen dicular to the design profile Element number 1 is the first element of the design profile If the configuration parameter Geometry is set to Clockwise the number of each element increments in a clockwise direc tion If this parameter is set to CounterClockwise the number of each element Increments In a counter clockwise direction a Centre line b Point defining start of design profile c Offset perpendicular to profile segment d Distance from start of Start point of segment RRT12 020 e Start point of segment Once the point to set out has been defined the sensor may be positioned manually and the ALL F1 DIST F2 and REC F3 keys may be used to measure a point manually The POSIT SHIFT F5 key may be pressed to stake the point automatically and start the iterative setting out process The sensor will set out the point according to the process described in chapter 4 2 Setting Out the Tunnel Face until e the number of iterations set as the configuration parameter Max Iteration is reached or e the difference between the measured point and the design point is less than the value set as the configuration parameter Position Tol RoadRunne
65. oject Tunnel Project4 Fixpoint Job Default Heas Job k Default Tunnel Job z tunnel DTH Job lt None gt 07a t CONT CONF PROJ DATA Nate 06 03 06 REF2 23 06 03 06 At CONT NEW EDIT DEL MORE TEHP Selecting Mode Advanced For advanced mode and using Tasks ensure that Mode Advanced is set Press CONT F1 to continue to the next screen Working with Task management In order to check a profile a task needs to be created to define the shifts to be used during the check CONT F1 Selects the highlighted task and proceeds to the next screen NEW F2 Starts the task wizard TEMP F3 Creates a temporary task More information on shifts can be found in chapter 1 4 Shifts More information on creating tasks can be found in chapter 6 3 Tasks RoadRunner Tunnel 37 Checking and Measuring the Tunnel RoadRunner Tunnel 38 3 2 5 Settings Checking the Profile The Check Profile dialogue allows any point of the tunnel to be checked against the design values If no design profile has been defined in the Tunnel Job the measured point is analysed with respect to the horizontal and vertical alignment Enter Information regarding the measured point in the General panel of the Check Profile dialogue Reneral Tnfofpiatf 4 Point ID gt 1 Reflector Ht 0 000 nm Rofl Radius WER Check Offset 0 000 nm Check Ht Diff 0 000 nm At ALL DIST REC lt PAGE PAGE gt
66. on Scan Mode The Scan Mode indicates the type of profile to be scanned Vertical and perpendicular tilted profiles are supported Rotn Method The Rotn Method defines how the distance between points is defined At the present time the only available method is by distance Chain Limit The Chain Limit defines the maximum difference in chainage with which a point will be recorded It is also related to the Max Iterations parameter When measuring parallel profiles it is necessary to check the measured chainage of a point against the nominal chainage Since no information is avaialable regarding the tunnel surface before scan ning the theoretical position of the point is measured If the difference between the measured values and the nominal values are greater than the chainage limit the instrument iterates to a new position where its calculated point is likely to be Checking and Measuring the Tunnel RoadRunner Tunnel 55 Checking and Measuring the Tunnel RoadRunner Tunnel 56 Invalid measurements Tolerance values This process is repeated until the measured point is within the chainage limit or the maximum number of iterations has been reached Should this happen the user is advised that it has been unable to measure the point This situation could occur for example in irregular tunnel surfaces where the horizontal align ment is formed by a curve with a small radius or If the back distance or forward distance defined in the Gener
67. orking in Advanced mode RoadRunner Setup Application RR Tunnel Stake Check Stake Al Hethod Stake Profile Hode Project Tunnel Project4 Fixpoint Job Default Heas Job Default Tunnel Job z tunnel DTH Job lt None gt 07a t CONT CONF PROJ DATA Nate 06 03 06 REF2 23 06 03 06 At CONT NEW EDIT DEL MORE TEHP Selecting Mode Advanced For advanced mode and using Tasks ensure that Mode Advanced is set Press CONT F1 to continue to the next screen Working with Task management Before staking the tunnel profile a task needs to be created to define the shifts to be used during setting out CONT F1 Selects the highlighted task and proceeds to the next screen NEW F2 Starts the task wizard TEMP F3 Creates a temporary task More information on shifts can be found in chapter 1 4 Shifts More information on creating tasks can be found in chapter 6 3 Tasks RoadRunner Tunnel 75 Setting Out the Tunnel 4 3 3 General panel RoadRunner Tunnel 76 Setting Out the Point The chainage of the point to stake and the offsets from the centre line can be defined in the General panel of the Stake Profile dialogue Stake Profile x Raneral Stake TnfofPlat _ Point ID 1 Def Chainage MEET ATT Ch Increment 0 000 nm Input Method Offset Height dt Stake Pt ID 14796 4 Stake Offset 0 000 nm Stake Ht Diff 0 000 n At ALL DIST REC CH
68. ormat of any logfile that should be written Data is recorded to the logfile each time a data Is recorded to the database The format of the logfile is determined by the selected format file Format files may be defined in the Format Manager component of the Leica Geo Office application Tunnel Configuration x Raneral Check Sran TnfnaP lt oerziel Write Logfile Yes 4 File Name Es TTS Format File RoadRunner FRT dl CONT F1 To confirm the changes and move to the previous screen at PAGE F6 cont PAGE To go to the next page of the configuration Write Logfile Defines whether a logfile should be written or not File Name Name of logfile to be written Logfiles are stored in the folder named DATA on the CompactFlash card Format File Format file to use when writing the logfile Configuration RoadRunner Tunnel 135 Index RoadRunner Tunnel 136 Index A GE 0 E 19 1 ENE 55 126 el as SJU EE PE NN EE 6 132 Ned Se EE 133 Chainage e EE 124 ACE een EE KK gt EE 6 ee EE EEE WEE 38 TN EE E 139 EK OMSET Lanes 38 MN TG Ge OE E 34 TONN an Dt NNN een 69 Asile le autre EEN 27 B CONSE Aerer ENEE 18 Back Interval m m EE OE 88 Back MEN Lue 45 Control points eccecccecccecececeecseecececeeesecesceesecereeseenseene 34 BOUL EE 14 Converters munnnmmmmmmmmmmmmmmmmmmm 22 Deep near PL mmmeesesvnesvrnevesarnenerarsenvrnesesnesesernerennrsene 124 CounterClIockwise rrmrrrrvnrvervarververververvarvorvorvorrenvenne
69. r Tunnel 69 Setting Out the Tunnel Stake Face Panel RoadRunner Tunnel 70 Stake Face Ch 130 171 CL o 0 013 AHz 0 0690 AD 4 0 169 Cut 4 0 138 ArTF 2 723 RW i SW At ALL DIST REC lt PAGE PAGE gt During stake out the differences between the measured point and the design point may be seen in the Stake Face panel The layout of this panel may appear with or without graphics depending upon the values set in the application configuration Refer chapter 7 Configuration for more information on the configuration Info Panel Setting Out the Tunnel Stake Face Strg Task REF2_25 Cha inage S 130 171 m CL Offset 0 013 nm CL Ht Diff 0 138 n ACha inage S 0 171 nm AOTfset 0 013 u AH ight F 0 138 m Dist to Point et L DIST REC eee MEEA The Info panel may be configured in the application configuration to display a series of values related to the setting out of the design point as required by the user Refer to chapter 7 Configuration for more information on configuring the Info page RoadRunner Tunnel 71 Setting Out the Tunnel 4 3 Overview RoadRunner Tunnel 72 Setting Out a Tunnel Profile The Stake Profile option allows any point at a given chainage in the tunnel to be set out The points to set out may be defined with respect to the horizontal and vertical alignment or to the design profile 4 3 1 Standard mode Setti
70. r an exclude limit which should not be measured Meas Status No 8 If the measurement status is set to Yes enter the approximate distance between points to be measured on the line Increment NO LP NK WN e The position of the limit can be reviewed once It has been defined by placing the cursor on the Angle Start or Angle End line and pressing the POSIT F4 key The instrument will turn to the corresponding angle Once the limit has been defined it can be stored using the CONT F1 key The application will then return to the Angular Limits dialogue Angular Limits imit Measure Tnerenent Once the limits have been defined they may be edited from the Angular Limits dialogue by pressing the EDIT F3 key or deleted by pressing the DEL F4 key To return to the Scan Profile dialogue after defining At CONT NEW EDIT DEL the angular limits press the CONT F1 key Checking and Measuring the Tunnel RoadRunner Tunnel 51 Checking and Measuring the Tunnel RoadRunner Tunnel 52 3 3 5 Defining Discrete Points to Measure Measure additional In addition to defining the chainage and the angular limits of the profiles to scan It Is also points possible to define discrete points in the profile that should be measured at each chainage These points could represent a breakpoint in the section for example or a point that is required for positioning services such as electricity cables To define a manual po
71. rd is used for all tasks within the application Selection Wizard Start Task Type Task Name Shift Horiztl None Shift Verticl None Shift K Sec None dl At NEXT F1 NET E To Move on to the next page of the selection wizard The second page of the selection wizard defines the layer of the design profile to be used for the task RoadRunner Tunnel 101 Tunnel Job RoadRunner Tunnel 102 Selection Wizard View Layer Select View NEXT F1 Move on to the next page of the selection wizard BACK F6 At Go back to the previous page of the selection NET _ DEFLT BACK wizard The next page of the wizard displays the horizontal alignment Given that this is the only Stringline available in a tunnel job this page Is purely informative Selection Wizard Select Line Name a Centre ine d NEXT F1 Move on to the next page of the selection wizard sg BACK F6 ht Go back to the previous page of the selection NEXT lt gt ZOOM Z00H BACK wizard This page of the selection wizard defines whether the task should only be applied to a limited section of the alignment If the defined chainage range is exceeded during stake out check a warning appears FINSH F1 bentre Tine Centreline Finish the selection wizard and return to the task Use Hin Hax ETS selection page Min Chainage 100 000 n DEFLT F5 Hax Chainage 985 746 n Set the chainage limits to the maximum and
72. sign profile Distance along a partic By the distance along a particular element of the design profile and an offset from the ular element element a Centre line b Point on tunnel face to stake c Element of design profile to stake d Distance from start of design profile element RRT12_006 e Offset perpendicular to design profile 1 3 2 Staking tunnel profiles Basic terms Working arears Introduction Tunnel Profiles Tunnel Profiles are normally staked after excavation to indicate the position of tunnel design elements or services such as lighting or ventilation Usually a tunnel under construction is designed and built in various stages such that a given chainage can have various design profiles e g shotcrete final lining Each design profile is called a layer b c O O Q O a Centre line or axis b Final lining RRT12 007 c Shotcrete A tunnel profile is defined by its chainage and the design profile assigned to that chainage Points to stake on any layer of the design profile may be defined using the same methods as those used to stake the tunnel face When staking out in a tunnel it is normally the case that the excavated profile does not coin cide exactly with the design profile In these cases the irregular form of the excavated profile may mean that it is not possible to stake a particular point at a particular chainage from a given instrument position e g in a tight curve RoadRunner
73. sition of measured point with respect to vertical alignment Defines the graphical representation of the measured point on the plot Dage Std Bitmap Standard bitmap image of a reflector and pole Actual Height Reflector pole is not shown and position of reflector denotes the actual measured postion Update frequency of the cross section view on the Plot page when working in tracking mode 0 5m or 2s 0 5m or 10s 1 0m or 30s 5 0m or 1m Update the plot every 2 seconds or when the meas ured point is more than 0 5 m from the previous plotted point Update the plot every 10 seconds or when the meas ured point is more than 0 5 m from the previous plotted point Update the plot every 30 seconds or when the meas ured point is more than 1 metre from the previous plotted point Update the plot every 60 seconds or when the meas ured point is more than 5 metres from the previous plotted point Vertical Exg Vertical exaggeration for cross section plots Vertical plot scale relative to horizontal 0 5 Ratio of vertical to horizontal scale 1 2 1 Ratio of vertical to horizontal scale 1 1 2 Ratio of vertical to horizontal scale 2 1 5 Ratio of vertical to horizontal scale 5 1 10 Ratio of vertical to horizontal scale 10 1 Configuration RoadRunner Tunnel 129 Configuration 7 5 1 Overview L Selecting the parame ters RoadRunner Tunnel 130 Defining the Info Page Display The Define Info
74. unner Tunnel 119 Configuration RoadRunner Tunnel 120 Work Corridor Working corridor of tunnel job If a measured point Is further away from the working corridor distance an error message is displayed Update Angle Update of vertical angle after a distance measurement Yes The measured point will be projected by a distance equivalent to the radius of the reflector in a direction perpendicular to the tangent of the design profile No Angles and stake out values are updated only after a distance meas urement All values are then frozen until the next distance Is taken Refl Radius Configuration When using a reflector to check a design profile it is important to take into account the reflector radius parameter in the General page of the application configuration Yes The measured point will be projected by a distance equivalent to the radius of the reflector in a direction perpendicular to the tangent of the design profile No The design profile will be compared to the coordinates of the centre of the reflector at the measured position Vi a Tangent to design profile b Reflector radius c Reflector RRT12_024 d Design profile If reflectorless measurements are used or no design profile has been defined the reflector radius parameter will not be used in the calculation RoadRunner Tunnel 121 Configuration RoadRunner Tunnel 122 Geometry Defines the sense in which the design profile is considered C
75. vey Fixpoint Job The fixpoint Job as defined by the project Meas Job The measure Job as defined by the project Tunnel Job The tunnel job as defined by the project DTM Digital Terrain Model Job The DTM job as defined by the project Getting Started RoadRunner Tunnel 33 Checking and Measuring the Tunnel RoadRunner Tunnel 34 3 Checking and Measuring the Tunnel 3 1 Overview Check and measure The Check Profile and Scan Profile options can be accessed from the RoadRunner Tunnel Setup panel when Stake Check Check The Check Profile option allows any point anywhere in the tunnel to be checked against the design values If no design profile has been defined in the Tunnel Job the measured point is analysed with respect to the horizontal and vertical alignment The Scan Profile option allows profiles of the tunnel perpendicular to the centre line to be measured Various profiles may be measured from one instrument position X Application RR Tunnel Stake Check Check 4 Method Cheek Profile Hode Scan Profile Ml Project Soccer d Fixpoint Job Default Heas Job Default Tunnel Job P sNone gt DTN Job F Soccer DTH SCH BEE ES EES SE EES EE 3 2 3 2 1 Standard mode Checking and Measuring the Tunnel Checking Profiles Working in Standard mode RoadRunner Setup Application RR Tunnel Stake Check Check df Hethod Check Profile Hode Project Tunnel Project Fixpoint Job
76. xt screen CONF F2 To access the configuration settings Refer to 7 Configuration SETUP F3 To set up an instrument station by determining the station coordinates and orienting the horizontal circle RESUM F4 To resume the last used and stored task This Is a recommended feature when using Advanced mode CSYS F6 To change the current coordinate system Field Description of Field Coord System Output The active coordinate system Use CSYS F6 to change the coordinate system Tunnel jobs are defined in local grid coordinates The right coordinate system must be chosen for the tunnel Job Codelist Choicelist The active codelist All codelists from Main Menu Manage Codelists can be selected Config Set Choicelist The active configuration set All configuration sets from Main Menu Manage Configuration Sets can be selected Getting Started Field Description of Field Reflector Choicelist The reflector currently set in the selected configuration set All reflectors from Mam Menu Manage Reflectors may be selected Add Constant Output The additive constant stored with the chosen reflector RoadRunner Tunnel 31 Getting Started RoadRunner Tunnel 32 2 2 3 RoadRunner Setup RoadRunner Setup This screen shows the following An overview of the setup information selected for the survey RoadRunner Setup CONT F1 a ee To continue t

Leica TPS1200 RoadRunner Tunnel Technical Reference

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