Sewer manholes catalogue 2005
Contents
1. you have to submit all the necessary data from the keyboard or with help of a mouse Export into DXF OXF Export of manholes into DXF Browse Font type of AutolaD drawing STANDARD Ino STANDARD exists itis necessary bo define itin the drawing before importing Select all Deselect all OF Fig 4 dialog for export of manholes into DXF The command enables export of a drawing of selected manhole or of all manholes particularly to AutoCAD version 12 and higher in DXF format However this format may be used also for export to other CAD programs As a standard for export the window offers the file name identical with name of the current data with DXF extension Simultaneously with the DXF file at export a DWG file of identical name is created For display in AutoCAD 2000 it is necessary to open this DWG file then to use the Insert block command to select dxf in the command dialog window and to retrieve the DXF file in the disc browse at the same time it is necessary to have the Specify on Screen selection checked up in the dialog for the coordinates After execution the block is hanging on the cursor do not click anything To command line the 0 0 Enter is written For AutoCAD of lower versions we open the created DWG file and count the relevant DXF file created in the MANHOLES program by a command for importing of DXF file readDXF or DXFin aS a WINPLAN Precast Sewer2. It is formed by height of the cover height of all levelling ring height of cover slab and by a distance to the first footstep of the eccentric cone or shaft element 90 mm Automatic design means that the program will design structure of the manhole based on inserted elevations of the ground and outlet bottom Further auxiliary data are the outlet DN delta h location of manhole height of fill super elevation above terrain and type of cover The levelling rings are designed only at the manhole located in a road to reach the required grade line with the highest accuracy possible As a rule at location in a free ground the cover grade line is above the submitted level ground level fill height as it results from the individual components structure without levelling rings Individual design enables editing of the automatically assembled structure of a manhole from individual elements above the base elements Bedding of a manhole The base layer may be selected from concrete sand or it is possible to design a manhole without any base layer Finish of manhole cover surroundings depends on location of a manhole In a free ground it is possible to design a protection of the cover by a granite pavement into concrete by a precast ring or by a humus cover and grass sowing As a rule in a road the cover vicinity is identical with composition of the road or also the granite pavement is used Manhole high Under manhole height the
3. Precast Sewer Manholes 2005 Release 5 0 User s manual The manhole will be displayed even when the basic data are submitted wrongly it is necessary to carry out a check from the editing dialog By the Check button it is necessary to check correctness of the outlet junction to shafts and or to replace the shaft elements always after switching to individual assembly dialog or to change H The automatic assembly does not monitor correctness of the connection pipe junction into the shaft element Manholes overall check up Le Manholes overall check up Manholes checkup result Connection 1 drop manhole leads into the base element Fig 17 dialog for manholes overall check up Here a survey of the manholes data including information on shortcomings and errors are provided At wrongly insufficiently completed data the program will not print relevant outputs tables The correction of data is necessary or defect manholes must be deleted The errors may be represented by the manhole data drop manhole or in case no cover is selected If you want to design a manhole without cover it must be identified as such Renumbering of manholes HYDROPROJEKT 12 The program will re number the submitted manholes starting from 1 Page 28 WI NP LA N Precast Sewer Manholes 2005 Release 5 0 User s manual Options HYDROPROJEKT Fig 18 dialog for setting of the program options The user will d
4. s manual 5 Working with the program Working with the Precast Sewer Manholes program at design of manholes is described in this chapter Working in particular dialog windows is a topic of following chapters User of the full version will select the manufacturer and executes downloading importing of longitudinal profile data and adjustment of data errors consequently File Menu or he she may submit the particular manholes data in the editing dialog User of a free version must submit all the manholes in the editing dialog The submitting of manholes itself proceeds as follows The user creates a new file by pressing a button or selecting New command in File menu A new editing window appears Then in the quick access keys bar a manufacturer is selected This data is common for all manholes of the given file Then a new manhole may be inserted and its data submitted The New manhole button in the editing dialog inserts the manhole Program asks for sequence and identification of the manhole Each manhole must have an unambiguous sequence number The sequence number determines sequence of the manhole in a file Identification of the manholes is arbitrary and it may be repeated within the framework of one file Identification must not be empty The program checks whether a manhole with identical serial number exists If so the program offers insertion of a manhole with a shift of the following manholes numbering It is
5. Manholes 2005 Release 5 0 User s manual Printer setup Nastaveni tisku aaa Fig 5 dialog for printer setup Dialog enables selection of a printer and setting of printing options orientation of paper etc The program automatically sets the orientation of print for printing of tables and for printing of orders We do not recommend changing this setting aS WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual Preview and print of tables ey E Print and viewing data selection S j x Wl Linear manhole example of the low profile set DIN 4034 part 1 Wl Confluent manhole example of the high profile set DIN 4034 part 1 WlBend manhole example of the high profile set DIN 4034 part 1 Iw Linear manhole example of the high profile set DIN 4034 part 1 Footsteps sealing of gaps DIN 4034 part 1 Straight manhole example of the low profile set DIN 4034 part 2 Manhole ON TO00 with the reduction to ONSO0 DIN 4034 part 2 Bend manhole DIN 4034 part 2 Contluent shatt DIN 4034 part 2 Manhole elements sealant DIN 4034 part 2 Sachta koncov DIN 4034 part 1 achta koncov DIM 4034 part 2 Sachta poima se spadiztim DIN 4034 dil 1 n ee et ee E Fe E a Ped A ey Pages numbering Select all Deselect Standard first page Cancel P number 1 print the file name Fig 6 dialog for selection of schedules and tables for printing By
6. PNOOGMaMisiiecscaricsicsesceseetcsatnererbinancneudtadetimmssrecsestaoietbisboeseniandadansscoemvtnacathoss Rnaniesbombeaneitaccsebs 9 5 1 BFA COO OTIS oath at oct eens sae stig E A oan cacseina cane eet ene anesee E sas oseuead panic concise 10 6 Description of menus buttons and dialog windows COMMANGG ccccccseeeeecaeeeeeseeeeeeseeeeesaaeeeesaeeessaeeeeas 12 6 1 PS IVI cde sins ctor secgeeks eae ede A aed sing ee ee hee cep a econo A ob av sata EER E EE ETEA EE 13 6 2 POE CI ade EAEE EAA E A A E A A E E A EA AE A T E 20 6 3 TOOS MON aese E EEE E EE EAEE ERA EE EEE EEE E E E E EE E 24 6 4 EEE A e EEIE EE ec tere E E E acta gs EA E E AA AA 30 6 5 EE ANE I E E N AA E A O N E AA A AE A 31 6 6 Manulacturer OF MAnNOIES risiini ieri RE REIN EEEE E RTE RAE SEET REFE ERTELE REEE Ear ia Eeit 32 6 7 Left hand side panel list of manholes FICS ccccccccecssssesnneeseeececeseceenanauaecsseesececesssesaaaauasssseeeecesssesssssaaaaaaasenseseesessanaas 32 6 8 TO E E E E E E E A EE E A E E E TE 33 6 9 EO O rrer r A AE N E ETRE EA ERE E AONA E EEA E E E AEAEE 34 7 Description and general rules of sewer manholes ASSEMDIY cccccesseececceeeeeceeeeeeseeeeeeeeeeeesaeeeesaeeeeesaeeeees 36 Kf Page 2 WI NP LAN Precast Sewer Manholes 2005 Release 5 0 User s manual afm mea WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual 1 Foreword Dear friends the PRECAST SEWER MANHOLES 2005 r 5 0 program which comes t
7. access button bars in upper part of the working area The command enables to switch ON OFF the display of particular button bars The command enables to switch ON OFF the display of the status line Page 30 WI NP LAN Precast Sewer Manholes 2005 Release 5 0 User s manual 6 5 Help Menu E Program operation T About the program Manholes 2005 Fig 19 Help menu Items of the Help menu enable recalling of the program help or sewer manholes help or recalling of the application information Help in the program is solved in a standard way typical for MS Windows Current help appears also on the bar located in the left hand bottom corner of the screen Program operation The command comprises help of the program operation About the program Manholes 2005 The dialog window comprises information on the program version and its author In the information on the application the versions of all important files and or information on hardlock key for the purchased version By the mouse click in left hand part of the dialog we can get directly to www hydroprojekt cz winplan page with the latest information on the system ANS na WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual 6 6 Manufacturer of manholes Hg Manholes 2005 Skanskal manhole data 45 Fie Edit Tools View Help faa O e A ie Skanska Prefa as Z Beta Olomouc a s Freta Brno a BETONIKA spol sr
8. basic information on the covers for the designed manhole Order of manhole elements is a list of all base elements used in the data file in a form of an order complemented with data on the client Enclosure of this order is also a table of manholes Order of drop manhole elements is a list of all manhole components used in the data file with adaptation for the drop manholes complemented with data on the client Other elements of the drop manhole are included in the manhole elements order Enclosure of this order is also a table of drop manholes Order of base elements is a list of all base elements used in the data file in a form of an order complemented with data on the client Enclosure of this order is also a table of the base elements Order of manhole covers is a list of all manhole covers used in the data file in a form of an order complemented with data on the client Enclosure of this order is also a table of covers ef Page 41 WINP LAN
9. difference between the cover and outlet piping internal bottom levels is understood It is equal to sum of construction heights of all used elements while the base element height is taken from the outlet bottom level only At location of a manhole in a road in some cases it is necessary to complement the height of the shaft elements by levelling with a cement mortar or e g steel sheet to observe the accurate required grade line of the cover To level the cover with the road pavement slop the wedge shaped steel circular rings are used The reason is that the minimum height of the levelling ring is 40 mm and the maximum permitted total height of levelling rings is 250 mm Therefore the accurate cover af _ WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual grade line cannot be always reached by combination of multiple rings In the worst case it is necessary to compensate 30 mm Height of fill is a minimum super elevation of the manhole cover above the surrounding ground Height of 500 mm is designed as a standard The program enables to submit any real height from O0 mm At the manhole location in a free ground no levelling rings are designed As a rule the cover grade line is above the submitted level as the structure results from the big components A level lower by maximal 20 mm is admissible Manhole identification is name of a manhole which may be submitted arbitrarily acc to need of particular sewer des
10. l mS an WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual Manhole cover selection W Manhole cover selection r Fig 14 dialog of the manhole covers selection Highlighting of relevant line carries out selection of the cover Dialog is recalled from the Editing dialog by button Individual assembly Individual manhole assembly pA me af _ WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual Fig 15 dialog for individual assembly of a manhole The tool is accessible after ticking the Individual assembly box in the manhole submitting dialog only In the dialog which appears it is possible to assemble the current manhole from all available elements of the manufacturer The logical link among elements used is not checked After pressing of the OK button it is checked only whether the elements link to each other if the upper width of the element is similar with the width of the next element below In case the set is not all right the user must adjust it It is possible to change height of the manhole by individual assembly design The user is informed on the change of height and if he she does not agree he she may adjust the set It is possible to recall the dialog directly from the Editing dialog by W button located to the right from the individual assembly tick box In the beginning of using the Individual Assembly dialog the automati
11. of the WINPLAN system In this case the new data file is created into which the relevant data are loaded The program will load the selected KAN SEW or SXML data file with help of a dialog Page 14 WINP LAN Precast Sewer Manholes 2005 Release 5 0 User s manual Import into the active file HYDROPROJEKT The program will report the amount of manholes loaded In further dialog it will list the manholes those that must be adjusted or deleted are marked with an asterisk It is always necessary for all manholes to check and adjust the piping material to a material which is in the offer it corresponds to the catalogue of manufacturer selected before the data importing It is necessary to correct all the reported errors to enable the program work with the data The most frequently reported error is a too low manhole or wrongly determined axe angle of connection Too big delta h is not monitored during the data loading It must be corrected consequently or the particular manhole with big delta h must be designed as a drop manhole If in the longitudinal profile no different elevations of the outlet base element and the 1st connection drop manhole are submitted the delta h is determined automatically as a sum of the manhole radii multiplied by longitudinal gradient in the sections upstream and downstream the manhole This dialog is not part in so called free version which is distributed free of charge With the free v
12. possible to change the identification anytime later After insertion of the manhole the sequence may be modified only by the manhole shifting to other position with help of a mouse in the left hand panel by drag and drop function Then the program asks for a new identification and sequence of the manhole If no manhole was inserted the dialog editing fields are inaccessible Submitting proceeds by submitting of the outlet elevation internal pipe bottom of base element and ground elevation terrain and the manhole terrain ground super elevation when relevant The elevations may be relative negative measured from terrain It is also possible to submit the elevation differences only and the program will calculate the ground level automatically Simultaneously with submitting the program calculates height of the manhole sum of the used elements heights ideal height of a manhole difference of elevations submitted plus the ground super elevation when relevant If the editing is correct a manhole schematic sketch appears also after each modification At an incorrect editing the schematic sketch disappears at the same time an error message appears in the status line of the editing window e g manhole is too high After editing of level conditions the user selects the piping material Based on the selected material the list of existing outlet DN is updated The program offers the existing combinations only Then it is possible to select
13. 625 600 ny concrete Manhole data is corect TEW 0 625 80 90 TEw 0 625 60 90 B1 flitin bet v pl bez odv tr n Fig 26 dialog for editing of the manhole data In the submission dialog the user completes the data of current manhole If there is no manhole in the file all editing fields are non active and it is necessary to insert the manhole by the New manhole button The program processes the data immediately and always tries to design a manhole according to them If the data are correct and complete in the dialog a schematic drawing of the assembled manhole and the list of used elements appear In opposite case an error message appears in the status line of the dialog The changes are also shown immediately in the tables It is possible to recall further dialogs from this dialog Selection of a reduction element Selection of manhole cover Individual assembly Editing of drop aS a WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual manhole and Overall check up of manholes described in the preceding chapters The submission dialog is described in detail in Chapter 5 Working with the program WINPLAN HYDROPROJEKT Page 35 Precast Sewer Manholes 2005 Release 5 0 User s manual 7 Description and general rules of sewer manholes assembly Scope of use The sewer manholes of DN 1000 DN 800 may be designed for sewers of DN 150 to DN 600 DN 700 as the inspec
14. Release Hydroprojekt CZ a s WINPLAN sofware package for designing and drawing of water supply and wastewater systems P recast Sewer Manholes WINPLAN software package for designing and drawing of water supply and wastewater systems User s manual of Precast Sewer Manholes 2005 r 5 0 program 1995 2005 Hydroprojekt CZ a s T borsk 31 140 16 Praha 4 Phone 420 261 102 497 Fax 420 261 215 186 Internet http WWW HYDROPROJEKT CZ WINPLAN E mail winplan hydroprojekt cz Precast Sewer Manholes 2005 Release 5 0 User s manual Contents Users manual Of ccccccccccceececeeeecee cece eeeeceeeeseeeeeeaeeeeeeeesen cece eeeeaeeeeeeeesaeeseaeeeaeeceseeeeseaeesssaeessaeessaeeeseeeessnsetsaeetsneeess 1 Precast Sewer Manholes 2005 r 5 0 ccccccsssccccssceccseecceececcescecsegececauseecceueeecsegeeesseuseessseesseueeesseeeeessuseessaeees 1 6 018 2 ener eee a eres R rE ee ee tere eee eee ee eer eee ee ere rT Tecra eer ee errr ree 1 1 POON 6 16 Deere ee ene eee eee ne ene eee nee E ee ee eee eee eee eee eee 4 2 Requirements for hardware and Software installation ccccccccecccsseeeseeteeeeeeeeeeeeceeceeeeeeueeteeetsneeaneeseestaneenes 6 3 Initai descniption ofthe programi sensisse niser eO a Ter eE AEE i a EEan EE nii 6 4 Inputs and outputs of the PrOGraM cccccccccescccseccceeececeececeeceeeeeeseeceseecesseeesseeeesueceseueesaeessueeesaueeeseeesueesaaees 8 5 Working with the
15. ard Redo Cu The command will do again the modification recently cancelled by Undo command in current manhole data step forward Insert the new manhole M Insert new manho e x Number and identification B Cancel Fig 8 dialog for insertion of anew manhole The command will insert the new manhole into the data file In the dialog we submit the sequence and identification aS a WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual Delete the manhole Fig 9 dialog for deletion of the manhole The command will delete current manhole from the data file Next manhole Previous manhole The commands enable to list in the sequence of manholes in the opened file and to set the selected manhole as the current one Project and designer data Project and designer data Fig 10 dialog for inserting of project and designer data Common data for identification card of drawings and tables af Page 21 WI NP LAN Precast Sewer Manholes 2005 Release 5 0 User s manual Order product list Order product fist Skanska Prefa Stet TBS 0110001000420 stot with PE Et Tre ine Fig 11 dialog containing a product list for order A dialog will appear in which all the products and elements used in the current file are listed The user may modify the list erase lines change amount of pieces mS a WINPLAN Precast Sewer Manholes 2005 Rele
16. articular elements and manhole assemblies created by the program table of manhole elements table of drop manhole elements table of manhole base elements and covers These tables comprise the detailed data for the parts elements ordering and for detailed design of the projects Further the program will enable to create an order of the shaft elements including the drop manholes and covers The full version enables also loading of relevant data from the files of longitudinal profile within the WINPLAN system User s interface of the program is divided into 4 parts The main roll down menu with the program title with quick access keys buttons and manufacturer selection Left hand panel where all the manholes are synoptically shown in all open data files Table in bottom part of a screen with detailed data of each manhole table of manholes table of base elements Editing dialog with data of the currently designed manhole and its schematic sketch The program enables working with more files simultaneously Each file has an own editing window with data and schematic sketch of the currently designed manhole Switching among them is possible aS WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual either via the View main menu by selection of relevant window or by clicking of the left mouse button at any manhole of the required file in the left hand panel or by clicking of the right mouse button at file
17. ase 5 0 User s manual Customer order data Customer data panN kdo 006 1234567 555444333 5554442272 23 5 2004 e A Ie m objedn vka T 15782004 O ps2 ife OOO 2424465656 2 42004 Fig 11 dialog containing customer data for order Common data for order will be completed Piping manufacturer selection Piping manufacturer for the outlet the 1st 2nd and 3rd connections will be identified Piping material entry Own material entry Fig 12 dialog of the piping material entry The dialog of the piping material entry into the offer appears on the screen mS P WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual Preview a price list The manufacturer s pricelist appears on the screen 6 3 Tools Menu Reducing element selection Manhole cover selection Individual assembly Entry and correction of drop manhole Manholes overall check up Renumbering of manholes options Obr 13 Tools menu Reducing element selection Reducing element Peery cin eam Oli PMO ee ty eR Fig 14 dialog of the reducing element selection The program offers three selection options either the program automatically selects the eccentric cone or cover slab acc to height of manhole at this it prefers the eccentric cone or selects always the eccentric cone or always the cover slab The dialog is recalled from the Editing dialog by a button
18. c design of the manhole will be displayed In the dialog it is possible to change the assembly of the manhole with help of buttons acc to individual idea by re writing editing from the catalogue and also by erasing of particular elements of the automatically created manhole with exception of the base element Arrow in the manhole assembly always indicates the upper part of the element The Scroll Up and Scroll down serve for shifting of active element upwards or downwards To enable the element shifting the lt 4 arrow must be in the centre of the subject element The and v buttons serve for shift of the cursor indicating to elements upwards and downwards The Replace button replaces the active element indicated by 4 cursor with the element selected in the right hand part of the dialog catalogue The Delete button will erase the element indicated by 4 cursor The Insert button will insert the element selected in the right hand part of the dialog The OK button will confirm changes and close the dialog the Cancel button will revoke the changes and close the dialog aS ma WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual Entry and correction of drop manhole i Entry and correction of drop manhole E xj i Drop manhole connection 1 M pinal sheathing DN1 E00 H mm 0 z DN2 150 od dk rrim UO angle sector z urap mana
19. ce inside the base element around the wastewater channel It is possible to select the benching design from concrete and stoneware PVC glass reinforced plastic PU lining and basalt with some manufacturers only or no benching selection Channel is a trough in the base element through which the wastewater is led from inlets to outlet It is possible to select design from concrete stoneware PVC PU lining and basalt with some manufacturers only or no channel selection Identification of the manhole is a name of manhole which may be submitted arbitrarily acc to need of the particular sewer design documentation Reduction element solution in the automatic design is solved preferably with help of the eccentric cone only if the manhole structural height is too low a cover slab is used In the program it is possible to switch to design with a cover slab even with the high manholes no _ WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual Footstep With the manholes it is possible to design the cast iron footsteps in axial alternating arrangement with step height of 250 mm or plastic ladder footsteps with step height also of 250 mm The plastic footstep is formed by a steel or stainless core with a plastic coat The footsteps are mounted into particular manhole components in the factory It is possible to design mounting of a built in footstep in the eccentric cone Maximum distance to the first footstep is 500 mm
20. dialogue Maximum amount of manholes in one data file is given by the computer memory capacity Therefore we recommend creating smaller files ca up to 50 manholes Maximum permitted total height of levelling rings is 250 mm ef Page 11 WINP LAN Precast Sewer Manholes 2005 Release 5 0 User s manual 6 Description of menus buttons and dialog windows commands Manholes 2005 Skanska1 manhole data A1 foes EA keres viites ceme Pon ziir zi A EA 1 DIN 4034 1 DN A v 9 0 80 C m vitrifled clayware PUR v fed sand bedding ha o _180 SER a E without footsteps E vititied claywarePUR z A dropmanholei L mf r structure of vehicular road ha A diapmeanholel foree TRG D foore E Fig 1 user s interface of the Precast Sewer Manholes 2005 program Controlling of the program proceeds in the basic users interface of the application i e in the MANHOLES DATA window The current KSA file name appears on the left hand side of the window name in the main title In the main menu there are standard commands for working with data File menu commands for editing of data Edit menu and Tools menu commands for working with windows View menu and commands for calling of help Help menu A majority of commands has also the quick access buttons Among the buttons there is a roll down menu
21. e and sequence of manhole In the dialog we may also select whether we want to shift the manhole erase it in the original file or to copy it 6 8 Table 1 Table of manholes E 200 200 000 200 roadh 0 0m TBW O 625 80 90 TBR Q 1000 625 600 1 2S5T 1 TBS Q 1000 600 90 Ew Ooo o Too So Too fo TBWA 625760790 KE E 2 Eee Se Saas Ee 2 Table of manhole base elements es BDE TZZ 2 Q 1000 150 150 vitriledclaywarePUR 150 O 180 vitifled clayware PUR Tzz2 Q1000 150 150 SO OO TZ 2 Q 10007150 150 SO OO _TZZ 2 Q 1000 150 150 OT tO 7 3 Table of drop manholes gt Fig 24 table of drop manholes 4 Table of manhole covers e gt Al ee stictuire of vehicularroa 1235 ee stricture of vehicular roa 125 OB B o oo ucte of vehicularroa 1235 Bef stricture of vehicular roa 125 OB LBI ____ _ N_ stricture of vehicularroa 125 m Fig 25 table of manhole covers ANS a WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual In a table located in the bottom part of the screen there are synoptically displayed the particular print outputs table of manholes table of base elements table of drop manholes and table of manhole covers The data in the tables are not active and they cannot be corrected directly in the tables All the corrections must be carried out in the editing dialog The corrections are projected into
22. e conection 2 M pinal sheathing DN1 150 H mmn U z DN2 150 dhimmn 0 angle sector A prop manhole connection 2 M ph ivall sheathing DN1 150 H ron 0 z DN2 150 dhimmn J angle sector Manhole assemb ie Oh Outlet DH 00 dh Check up Cancel Fig 16 dialog for entry and correction of a drop manhole data The item is only available in case of ticking at least one rop manhole box next to connections in the manhole submitting dialog In the dialog which will appear it is possible to submit DN of a drop manhole connection and height measured from the outlet bottom The program checks whether the drop manhole connection is not in the base element or in two elements joint The dialog may be recalled directly from the Editing dialog by a button ia If the delta h determined or counted from the longitudinal profile is bigger than difference of the base element height and a sum of outlet DN and the minimum mouthing of insert below the base element edge 150 mm it is necessary to mark this manhole in the editing dialog in relevant connection as a drop manhole tick the drop manhole box and to solve it as a drop manhole Then the delta h becomes the H height of the drop manhole and the program does not report a wrong data of big delta h Here DN of connection is DN1 DN2 and dh is selected The automatically assembled drop manhole will be displayed ef Page 27 WI NP LA N
23. ersion you have to submit all the necessary data from the keyboard or with help of a mouse fc Ea The program enables importing of data from the SEWER LONGITUDINAL PROFILE program of the WINPLAN system In this case the relevant loaded data are added next the currently edited manhole of the active file The program will load the selected KAN SEW or SXML data file with help of a dialog It is always necessary for all manholes to check and adjust the piping material to a material which is in the offer it corresponds to the catalogue of manufacturer selected before the data importing It is necessary to correct all the reported errors to enable the program work with the data The most frequently reported error is a too low manhole or wrongly determined axe angle of connection Too big delta h is not monitored during the data loading It must be corrected consequently or the particular manhole with big delta h must be designed as a drop manhole If in the longitudinal profile no different elevations of the outlet base element and the 1st connection drop manhole are submitted the delta h is determined automatically as a sum of the manhole radii multiplied by longitudinal gradient in the sections upstream and downstream the manhole Page 15 WINP LAN Precast Sewer Manholes 2005 Release 5 0 User s manual This dialog is not part in so called free version which is distributed free of charge With the free version
24. essing of the Previous manhole or Next manhole quick access keys With the current shaft the program enables to return in submitting to arbitrary preceding step Undo and Redo buttons Once the current manhole is replaced with another all sequence preceding submitting steps is deleted The user may possibly change the set of elements of the automatically assembled manhole by ticking of the Individual assembly box in the editing dialog and then in a dialog recalled in the Tools Individual manhole assembly menu he she may change the manhole sequence and assembly of elements arbitrarily The program checks the link of individual components only Before leaving the dialog the program asks whether it may change the manhole height of the current manhole to a value calculated based on the individual assembly The program inspects automatically the composition of drop manholes checks and adjusts them It will carry out a comprehensive check of the all manholes It will inspect the drawings and tables It will print the drawings tables orders 5 1 Limiting conditions Maximum diameter of connected piping is DN 1200 Maximum depth of a manhole without professional structural engineering assessment is 10 m The program enables to design even deeper manholes Minimum height of a manhole is given by the sum of the manhole base element height from the outlet piping bottom to upper edge of the manhole base element t
25. etermine in the dialog whether He she will enable connection axe angles out of range 90 270 degrees He she will enable DN of connection inlets larger than that of outlet Shaft elements at automatic assembly will be sequenced from the lowest or from the highest one The identical elements with different footsteps will be differentiated in the order Further the program language and printouts language will be set here Page 29 WI NP LA N Precast Sewer Manholes 2005 Release 5 0 User s manual 6 4 View Menu Cascade m Left panel El Tables 1 Skanskal manhole data 45 ma Cascade BB Tile windows horizontally E Tile windows vertically Arrange toolbars Status line Fig 18 View menu jia After selection the opened dialog windows will be arranged in a form of a cascade The windows horizontally The windows vertically Left panel Tables Arrange toolbars Toolbars Status line HYDROPROJEKT 2n After selection the opened dialog windows will be arranged in a form of horizontal windows H After selection the opened dialog windows will be arranged in a form of vertical windows L The command enables to switch ON OFF the display of the opened data files with manholes in left hand side of the working area E The command enables to switch ON OFF the display of tables in bottom part of the working area a The command enables to arrange the quick
26. ficient work with our tools afm WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual 2 Requirements for hardware and software installation The PRECAST SEWER MANHOLES 2005 program of the WINPLAN SW package is designed for the MS Windows 98 and higher PC operation systems The program has no special demands on hardware The graphic card should enable operation of Windows with at least 800 x 600 resolution at 16 colours The installation to hard disc from the attached CD is run automatically by the SETUP EXE installation program which is easily started by a double click of the left mouse button on program name in the File manager or in the Explorer The Install Shield Wizard will lead you through the installation You would be asked to select and prove the program location and the program folder The Wizard offers a standard setting which is satisfactory in a majority of cases 3 Initial description of the program The PRECAST SEWER MANHOLES 2005 program is intended for design of inspection concrete sewer manholes produced by companies Beta Olomouc a s Prefa Brno a s Betonika Lobodice Kamena v d Brno Skanska Prefa a s and VOD EKO a s Downloading of relevant data from the Sewer System longitudinal profile program of the WINPLAN SW system data files is possible The main purpose of the program is to create the model drawings of a selected type of sewer manholes including the size table of p
27. for selection of a manufacturer common for the whole file The editing dialog with data of the currently designed manhole and its schematic drawing is in the centre of working area If there is no manhole in the file all the editing fields are inactive The Left hand panel displays the open data files with all inserted manholes The particular print outputs tables are scheduled and displayed in a table in bottom part of the screen aoe Page 12 WI NP LAN Precast Sewer Manholes 2005 Release 5 0 6 1 File Menu Items of the File menu serve for working with the manholes data files for setting of an empty data User s manual file for insertion of new data for loading importing of longitudinal profile data for printing of results for selection of a current printer for print preview and for the program termination New Open HYDROPROJEKT Tools View Help Edit A New Ce Open Ce Close Ctrl M Ctr o Ctrl F 4 Ctrl 5 EA Save mj Save S Importing older data Export Printer setup oy Preview and print of tables Preview and print of the manhole elements order Preview and print of the order of base elements Preview and print of the order of drop manhole elements Preview and print of the order of manhole covers fre Send by E mail 1 Skanskal sa z Skanskaz ksa 3 Betal ksa 4 Prefal ksa gai Exit Fig 2 File menu L b a Into the active File It will clear do
28. he base element type is determined acc to piping DN construction height of the cover slab and construction height of the selected manhole cover Maximum amount of the piping mouthed into a manhole base element is one outlet the 1st connection main and secondary connections Nos 2 and 3 Minimum amount of the piping mouthed into a manhole base element is outlet only at a terminal manhole option aS a WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual Maximum delta h is given by difference of the manhole base element height and sum of piping DN and minimum mouthing of insert below the base element component edge 150 mm This value forms a necessary thickness of wall for insert and concrete structure Minimum delta h is 0 mm in reality it should correspond to a multiple of the manhole diameter 1000 mm and longitudinal gradient of the sewer Axe angles of the connections against the outlet acc to manhole clock must be within 90 to 270 range this check may be switched off in the setting The counter direction junction is not admissible Arrangement of all connections with respect to selected profiles of piping must be such to prevent overlapping of the individual piping including relevant inserts and to ensure sufficient gaps among inserts enabling the manhole base element manufacturing Program checks the spatial arrangement of connections acc to selected material this check may be switched off in the setting
29. ight from which the inlet DN and structural thickness of concrete and insert 150 mm must be subtracted afm eae WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual The 2nd connection is further Second sewer piping through which a waste water flows into the manhole connection pipe is mouthed into the base element with help of an insert of relevant diameter and material Selection of material and DN are similar as with the outlet With respect to outlet the axe angle connection may be 90 to 270 clockwise Counter direction of connection junction is inadmissible Level difference of the connection bottom grade line and that of the connection bottom is marked delta h and provided in mm Maximum possible value of delta h for junction of connection to bottom is equal to the base element height from which the inlet DN and structural thickness of concrete and insert 150 mm must be subtracted At design of the piping position it is necessary to pay attention that no collision among the individual piping occur and the precast element production be feasible The 3rd connection is further third sewer piping through which a wastewater flows into the manhole connection pipe is mouthed into the base element Other applies similarly as for the 2nd connection Delta h is the level difference between the outlet pipe internal bottom and connection bottom grade lines it is provided in mm Benching is a step on surfa
30. igns Outputs The outputs comprise the model drawings size table table of manholes table of base elements table of manhole sets table of manhole covers table of drop manholes order of shaft elements order of drop manhole elements order of base elements order of manhole covers sets of manholes Optionally it is possible to print everything or the selected parts of outputs only Model manhole drawing is an enclosure of a sewer design documentation which provides the basic visual idea on structure of the designed manholes and their dimensions Size table is a tabular form survey of dimensions of all shaft elements including base elements Table of manholes is an enclosure of a sewer design documents which comprehensively provides the basic information on the designed manholes Table of drop manhole is an enclosure of a sewer design documentation which comprehensively provides the basic information on the designed drop manholes Table of base elements is an enclosure of a sewer design documentation which comprehensively provides the basic information on base element for the designed manholes aS ee WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual Table of manhole assemblies is an enclosure comprising the schematic sketches of all manholes and a list of elements from which a manhole is composed Table of manhole covers is an enclosure of a sewer design which comprehensively provides the
31. ms a transition between the manhole of inner diameter of 1000 possibly 800 1200 and 1500 mm and the manhole cover and or the levelling rings of inner diameter of 625 mm It is used in cases where a small construction height of a manhole is required It comprises a structural reinforcement aS WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual Levelling rings are inserted between the eccentric cone reducer slab and the manhole cover It serves for reaching of accurate level of the cover grade line mostly in a road The inner diameter of rings is 625 mm the construction heights are 120 100 80 60 40 mm Manhole cover is composed of two parts frame and lid It forms a top termination of each manhole it enables entrance at inspections The covers are supplied acc to required class of bearing capacity road field and garden ones Base element is a bottom element of each manhole The inner diameter is 1000 or 1200 or 1500 mm The construction height measured from the outlet outlet piping bottom grade line to base element top depends on the outlet diameter of 600 800 1000 1200 or 1500 mm 450 690 or 850 mm In each base element an insert for outlet is mounted depending on type and profile of the piping material Further with help of inserts it is possible to mouth 1 3 connections With respect to outlet the axe angle may be 90 to 270 clockwise A linear manhole has the axe angle of 1st con
32. name The user also may select the editing windows arrangement into tiles or cascade in the View menu and then move by pointing to the desired working editing window by the mouse ef Page 7 WI NP LAN Precast Sewer Manholes 2005 Release 5 0 User s manual 4 Inputs and outputs of the program Program inputs Besides the standard opening of the KSA file the program enables loading of the KAN data file from the SEWER LONGITUDINAL PROFILE version 3 0 program SEW file from the SEWER LONGITUDINAL PROFILE version 4 0 and SXML file from the SEWER LONGITUDINAL PROFILE version 5 0 program Program outputs A Output to data file KSA data file of the PRECAST SEWER MANHOLES program maximum number of manholes in one file is not limited DXF drawing data file of the CAD programs a package type file which cannot be opened directly see export to DXF B Output to printer in A4 landscape format print of the model drawings 4 types print of the size table of particular elements print of the manholes shaft elements table print of the manhole base elements table print of manholes assemblies print of drop manholes table print of manhole covers table in A4 portrait format order of shaft elements order of manhole base elements order of manhole covers order of special elements of the drop manholes aS ae WINPLAN Precast Sewer Manholes 2005 Release 5 0 User
33. nection of 180 Counter direction of the inlet junctions is inadmissible Level difference of the outlet bottom grade line and that of the individual inlets bottoms is marked delta h and provided in mm In cases where the distance from the last footstep in the manhole to base element benching is bigger than 500 mm the base element is provided with a footstep footsteps in the factory Outlet is a sewer piping through which the waste water flows out of the manhole outlet pipe is mouthed into the base element with help of an insert of relevant diameter and material In this program it is possible to design piping profiles of DN 150 200 250 300 400 500 600 to 1200 mm The piping materials are vitrified clayware stoneware PVC concrete glass reinforced plastic plastic HDPE The 1st connection is a sewer piping through which wastewater flows into the manhole connection pipe is mouthed into the base element with help of an insert of relevant diameter and material Selection of material and DN are similar as with the outlet With respect to outlet the axe angle connection may be 90 to 270 clockwise A linear manhole has the primary inlet angle of 180 Counter direction of the connection junctions is inadmissible Level difference of the outlet bottom grade line and that of the inlet bottom is marked delta h and provided in mm Maximum possible value of delta h for junction of connection to bottom is equal to the base element he
34. o i RAMENA vd BRNO one Skanska Prefa a s VOD ERO as Fig 20 selection of the manholes manufacturer Here in the beginning of work the manufacturer of manholes valid for the whole data file is to be selected In one data file it is not possible to design a combination of various manufacturers The selected manufacturer applies always to all manholes in a file The so called free version has one manufacturer only provided in the selection 6 7 Left hand side panel list of manholes files HYDROPROJEKT Manholes Fig 21 list of opened files The left hand side panel displays the opened data files with all inserted manholes It enables a quick access to particular manhole either by clicking of the left mouse button or via contextual menu after clicking of the right mouse button The contextual menu enables a quick deleting and correction of the manholes Page 32 WI NP LA N Precast Sewer Manholes 2005 Release 5 0 User s manual The contextual menu with the data name item enables opening of the new data saving or closing of these data or their sending by e mail In the panel it is possible to copy by the mouse any manhole to any file with help of the drag and drop function We press the left hand button of the mouse on the manhole name and with the button kept depressed we shift the manhole to a new position After releasing of the button the program will enable us to submit a new nam
35. o your hands is the new version of a popular and abundantly used SEWER MANHOLES program preceding v 1 1 through 2 5 99 to 2004 Besides an improved user comfort and current production catalogues of the concrete shaft elements manufacturers this new version offers anew also a language version of the program Simultaneously with this program a new version of the PLASTIC SEWER MANHOLES program is prepared and the PLASTIC SEWER GULLIES program is being developed as well All these programs continue to be the components of the WINPLAN system software package for designing and drawing of water supply and wastewater systems particularly pipe lines on PCs in Microsoft Windows The particular programs of this package may be used independently they have autonomous inputs and outputs If you are the owner of the program free version only which is distributed to designers and project planners as a service of companies like Beta Olomouc a s Prefa Brno a s Betonika Lobodice Kamena v d Brno Skanska Prefa a s and VOD EKO a s within the promotion of their products you do not need the hardware key hardlock for the program running However you do not have the possibility to load automatically the data from a longitudinal profile of sewer processed in the WINPLAN system This function is a feature of the full version only which is sold and distributed by Hydroprojekt CZ With the free version you have to enter all the necessa
36. rint any page both independently and all together from the browsing dialogue Preview and print of the price calculation Send by E mail Exit HYDROPROJEKT The order of the price calculation appears on the screen in the same format in which it will be printed It is possible to print any page both independently and all together from the browsing dialogue _ toe It enables to send the current data as an attachment of a message After selection of this command the window for writing of a message with attached file of current data appears Ay It terminates the program run in a legal way with an inquiry concerning saving of the modifications carried out in the data file Page 19 WINP LAN Precast Sewer Manholes 2005 Release 5 0 User s manual 6 2 Edit Menu Items of the Edit menu serve for recalling of particular dialog windows in which it is possible to submit the data of a current manhole or information on the designer or they enable a check of the submitted data Tools wiew Help Undo Redo Insert the new manhole Delete the manhole Next manhole Previous manhole Project and designer data Order product list Customer order data Piping manufacturer selection Edit kE a ri m v fan io Fa Ea Mi Piping material entry Fan TE Preview a price list Fig 7 Edit menu Undo kT The command will delete recent modifications made in current manhole data step backw
37. ry data via keyboard or with help of a mouse Concerning the program outputs all the versions are equivalent In the free versions of course the products of one company only are listed these of the company distributing the program The overall structure of the WINPLAN software system is obvious best from the following block diagram The rectangles represent the particular modules of the system programs the arrows then represent their links at cooperation and sharing the data Kf Page 4 WI NP LAN Precast Sewer Manholes 2005 Release 5 0 User s manual HYDRO Net Mapping a i ee ODULA Schematic EES longitudinal profiles Digital Terrain Model wae aes ply Sewer system system longitudinal eae longitudinal profile profile Water system assembly scheme Sewer Manholes layout All information on software sale and user support are provided by the Hydroinformatics Team of Hydroprojekt CZ a s Taborska 31 140 16 Praha 4 The basic data on programs may be found on the following web site www hydroprojekt cz Winplan To send inquiries and requests for information the winplan hydroprojekt cz e mail address may be used Telephonic information may be obtained at phone number 420 261 102 497 or facsimile number 420 261 215 186 The software system elaborators team would be grateful for any of your suggestions inquiries and comments which might help to the system improvement or extension We wish you a pleasant and ef
38. tables immediately 6 9 Editing dialog 5e a E Outlet elevation Ground elev Difference Manhole height 0 00 m 2 00 m 2 00 ml 2 00 m Outlet pipe maternal Base elem height Reduction vitifled clapware PUH 700 g v e M none al Outlet ON Thickness base elem OM Manhole superelevation over the ground E dividual E DIN aoe ki Vehicular and pedestrian roads h 0 ndividua E assembly An open ground A 15 h 0 00 Connection 1 main Terminal M Sealant between manhole elements Pipe mater vitified claywarePUR gt ipe mater yitritled clayware PUA Manhole bedding DN 150 drop manhole sand bedding Connect height 0 Angle il 180 Footstep Footstep PE Connection stes with PE co under the caver Pipe mater vitrified clayware PUR zj a slat ON fiso drop manholef P without a manhole cover ry Connect height 0 Angle 135 51 ltin bet v pl bez odvetrari M Connection 3 Finish of manhole cover surroundings Fipe mater vitified clayware PUF structure of vehicular road Identification of the element Humber T 2 0 1000 150 DH fiso dop mannae a Dhamne m TBS Q 1000 600790 0 5 concrete TBA Q 1000 625 600 1 2 ST Connect height 0 Angle 7 225 90 70 Eccentric cone or cower slab Benching eccentric conel BR 1000
39. the type of manhole base element The program offers all manufacturer options for this combination of DN and material For simplicity in the selection the base element wall thickness and diameter are provided Further the user marks the existence of the 1st 2nd and 3rd connections by ticking the box and defines their profiles and axe angles The program checks the editing again af PON WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual After a correct editing of the base element type the user selects a cover in the Manhole Cover Selection dialog opened by pressing of relevant button The manhole may be left without any cover then it is necessary to tick Without a manhole cover otherwise the program reports an error Wrong cover The program enables editing of up to three drop connections into one drop manhole After ticking the Drop manhole box with relevant connection the Entry and correction of drop manhole dialog window is called by pressing of Drop manhole button In the dialog the drop manhole DN and the piping bottom height from the outlet bottom of base element are determined The program checks whether the drop manhole does not mouth into a base element or into a joint of two shaft elements All changes of the manhole data are immediately projected into all tables The current manhole may be changed anytime by mouse pointing and clicking to its identification in the left hand panel or by pr
40. ticking in relevant boxes of dialog window it is possible to select which of the pages will be printed or browsed Model drawings and size tables may be browsed and printed always Other if the program does not detect any error in data only The outputs appear on the screen in the same format in which they will be printed It is possible to print any page both independently and all together from the browsing dialogue Preview and print of the manhole elements order The order of the manhole elements appears on the screen in the same format in which it will be printed It is possible to print any page both independently and all together from the browsing dialogue Preview and print of the order base elements HYDROPROJEKT The order of the manhole base elements appears on the screen in the same format in which it will be printed It is possible to print any page both independently and all together from the browsing dialogue Page 18 WINP LAN Precast Sewer Manholes 2005 Release 5 0 User s manual Preview and print of the order of drop manhole elements The order of drop manhole elements appears on the screen in the same format in which it will be printed It is possible to print any page both independently and all together from the browsing dialogue Preview and print of the order of manhole covers The order of manhole covers appears on the screen in the same format in which it will be printed It is possible to p
41. tion terminal junction and diversion ones within a limited scope also as the drop manholes Depth of manholes is up to 10 m design of deeper manholes must be complemented with a structural engineering assessment of bearing capacity The system enables to mouth the outlet the 1st 2nd and 3rd connections to base element Larger profiles of piping may be used with the manholes of DN 1200 and DN 1500 The program enables to assemble the sewer manholes acc to CSN EN 1917 formerly the German DIN 4034 standard namely acc to volume 1 watertight manholes with wall thickness of 120 mm and with socket joint of particular elements with integrated sealing or acc to volume 2 with wall thickness of 90 mm with half groove and tongue joint Sewer manhole Is composed of the manhole base element into which with help of relevant inserts the sewer piping are mouthed of the shaft elements eccentric cone or reducer slab of levelling rings and a manhole cover Shaft elements are the concrete rings of construction heights of 1000 500 and 250 mm which form the manhole Inner diameter of the manhole is 1000 mm possibly 800 1200 and 1500 In the factory the shaft elements are provided with footsteps Eccentric cone forms a transition between the manhole of inner diameter of 1000 or 800 mm and the manhole cover and or levelling rings of inner diameter of 625 mm In the factory the eccentric cone is provided with footsteps Reducer slab for
42. wn the data of the current data file and assign a name to a new data file WITHOUT NAME KSA The user is informed on the necessity to save changes of the current file data al a It will clear down the data of the current data file the user is informed on the necessity to save changes of the data With help of a standard dialog window a selection of the required data file is enabled Page 13 WINPLAN Precast Sewer Manholes 2005 Release 5 0 User s manual Close Save Save as Importing older data xk Lar The current data file is closed and removed from the left hand panel the user is informed on the necessity to save changes of the data It saves the current data file to disc If the command is selected with a new data file the Save under name command is switched automatically It saves to disc the current data file under the user name with help of a standard dialog window This command is used at first saving of a file or at creation of mutations of the existing files ror Lay The program enables importing of the Precast Sewer Manholes 2001 program older version with SCH extension Oblast hledani Nazey zouboru Soubory typu Manholes 2001 sch Stormo oo 2 Import into the new file HYDROPROJEKT Fig 3 dialog for importing of older data t The program enables importing of data from the LONGITUDINAL PROFILE OF SEWER program
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