CTS-02V4 取扱説明書 - 測定器レンタル 株式会社メジャー
Contents
1. dc e 14 Nitto Construction 3 4 CTS O2V4 STR Gtrength INDX Index STAT Status 3 STR gt STR 2 S2. TXODERIN C7 0x3 NOD C C I 4353 0 TES UY CD D 9
3. 008 2010 Nitto Construction All rights reserved Microsoft Windows 7 Windows XP Windows 2000 Windows NT Microsoft Corporation o ree 2e ae oa e E i ii zo MOS VANS AA an 2 EE lw CENE 7 aan nu Sa Ma na 9 9 AO NN CH MEE Mt nata erna CE aa na 4 CTS O2VA PC 4 4 25 CTS OO2V4 PC EIU AA Oto 3 aon neon ananda 4 3 Lie namamu E MUR CCP mean T A EEG UE cM MTM LE ME I nzez bc m 4 Os 1 AUD UO assistunt qu pau adn OCI NO ERN EO OS RR cc ONE MES DAE cL O OT OR VA ANO SIT JS naa Une dte NEC 00 m S INS crue na ea Do FERON ena a O N E cl RC CENE STE E SE m 6 2
4. 10 CTS O2V4 12 DC6V CTS O2V4
5. Nitto Construction
6. OS OS Windows Vista OS Windows Vista gt gt Windows NET Framework3 O NET Framework 2 0 Windows Vista titius OS RUNE D CD ROM PC TUSBOE47 I DRIVERI INSTALL BAT BJ 4 1 e Windows 7 VISTA
7. V V 12 Nitto Construction 3 3 3 1 3 1 0 500 600 s aos esa 8t c TVs 100 200 300 400 500 600 z s
8. CTS DN STAT INDX STR piii CTS 50mm 16 Nitto Construction 4 CTS 02V4 PC OCTS O2V4 4 1 CTS O2V4 PC OS Windows XP Service Pack 3 C 32bit 64bit KOS
9. TUSBOE47 DRIVER gt sub TUSBOE47 DLL 4 2 CTS 02V4 PC CTS O2V4 PC exe 4 5 CTS O2V4 Site Number Where Data will be saved List of Used Site Site Data Site Number X Y N STR INDEX No STR Index Site Number X Y N STR INDEX Ne STP Index XE 9 9 C 6 CTSO2VA DATA Read JAF DATA Copy Application Exit 4 5 19 Nitto Construction 4 1 DATA Head CTS O2VA CTS O2V4
10. 3 6 F max MA max T A Va max 0 t Jar 3 6 Vs max i N A t Jar 4 T Fmax f A Fmax 832 CTS O2V4 Lp 5 3 7
11. 1 2 N E aZ 35 10 Nitto Construction a N N 4 N 3 a 2250 Calibration 10 1 22 nop s Nitto Construction 3 2 CTS O2V4 3 2
12. STAT gt STAT Ain EE mUcuv amp s B 3 3 STAT mt 0 01 067 N mm S10 s OO1 2 09N mm Ss 0 sd mt 3 3 15 Nitto Construction 3 5 zx 3 2
13. Strength Area Mode Strength Point Mode AKO Reactive Side Impedance 3 N mm2 Strength Area Mode Strength Point Mode Reactive Side Impedance Strength Point Mode 20 20 20 BD UE E Strength Point Mode 20 4 3 MEASURE TE
14. 4 TUSBOE47 sub E DEVINST BAT E INSTALL BAT 8 xDEVUN BAT xS Y SUN BAT 4 1 1 Nitto Construction CTS O2V4 PC CTS O2V4 e USB CTS O2V4 PC CTS O2V4 4 2 4 2 CTS O2V4 PC IKU ET UR LA RR Pandai PF JP Oa af FoObdis San Fo 4588477 ETE MA JI TUsBO OE47 CD cx AMA R EE AT EE o 5 EENS DRA yg 4 3 CD ROM 4
15. nET 2 32 Nitto Construction LOOKUP E F N 6 3 CTS O2V4 1 gt
16. 1OO Y 6 1 USED 6 2 EMPTY 6 2 SITE LOOKUP e LOOKUP CTS O2V4 SITE 6 3 e SITE Site File creating 6 4 6 3 6 4 X Y X CX Y Y LOOKUP 9 Hase 31 Nitto Construction 6 3
17. a CTS O2V4 FS Sid 1kg CTS O2V4 wr Nitto Construction
18. kerena Sz 8t CD iu xj5 1 5 2 e CTS 02V4 5 2 CTS O2VA 20
19. 1 1200 1000 800 0 100 200 300 400 500 600 gs 2 2000 s 13 gm PA mm S R gl ima AN LA FA an A MAN 1000 s Nitto Construction
20. 3 gt gt 6 4 CTSO2V4 LOOKUP E B 6 3 6 7 LOOKUP 6 3 XSITE 6 7 33 34 Nitto Construction TO98 1702 1344 5 TEL 0158 84 2715 FAX 0158 88 3031 E mail info nittokensetsu co jp a ZR DO LER KE NE uw NE E 100 ns NEUEN NE 102 125 108 129 104 133 o 105 136 106 140 2 107 144 108 148
21. DE N k 4 12 4 13 Area csv csv 128 Measure csv Index Status Over All csv AD WaveForm aaa bbb ccc csv d aaa X bbb Y ccc Nitto Construction 001 STL 001001 PTL xl Area 001 csv AD Kh Mesure 001 csv 54 OverAIl 001 csv 2 WaveForm 001 001 001 csv isi WaveForm 001 001 002 csv kl WaveForm 001 001 003 csv xl WaveForm 001 001 004 csv is WaveForm 001 001 005 csv ll WaveForm 001 001 006 csv xi WaveForm 001 001 007 csv isi WaveForm 001 001 008 csv is WaveForm 001 001 009 csv ish WaveForm 001 001 010 csv 4 13 PC
22. Nitto Construction 3 ND ES CTS O2V4
23. NN A INDX O 9 1 3 STAT O STR 3 2 INDX STAT je IDX lt 0 90 090 lt DX lt 1 30 1 30 lt IDX 1501 O O A X 0 INDX 0 9 1 30 INDX 1 31 1 49 NDX 1 5 STAT EN g STAT 1 O STAT 2 STAT 2
24. DATA Copy dn Delete Site CTS O2V4 Sh CC Parameter Show Wave Form ID Parameters Set TmeSe Set CTS O2V4 CTS O2V4 CTS O2V4 Connect CTS O2V4 amp PC toCTS O2V4 Sh ski CTS O2V4 Parameter CTS O2V4 4 6 OK SET_ UPCTS O2V4 Connect to CTSO2V4 CTS02V4 Device X Device not found Switch on CTS02V4 or Application will be V cuo 4 6 20 Nitto Construction 4 3 CTS O2V4 PC Parameters Set
25. Nitto Construction 3 3 1 M Kk 3 1 1 5 MV 5 Kx 3 1 JFl max max 32 x 3 1 Y 7Z CTS O2V4
26. Fotos Ref SET UP CTSO2V4 CTS02V4 PC Connected Where Data will be saved List of Used Site Site Number z X Y N SfR INDEX No STR Index 001 001 024 37 0 1 01 s 001 7998 101 lt 002 001 022 81 9 104 002 8353 1 03 001 002 023 743 1 04 003 5411 1 01 002 002 021 75 8 1 03 4 O 4 6 2 X Y N STR INDEX Show Parameter 25 Nitto Construction 4 6 e Show Wave Form 4 10 4 6 Index PC
27. T 9 1 e NN CTS O2VA So CUY S Nitto Construction 2 2 1 Concrete Test and Surveyor Type2 Version4 CTS O2V4 2 2 CTS 02V4 2 1 CTS O2V4 Si esed 5302V2 S Concrete Test and Surveyor Type2 Version4 108mm 169mmx 42mm ar 4 12 PC PC USB USB 128X128 X128X100O
28. 4 6 5 e Site Number SITE Delete Site 4 14 OK Ste CTS O2V4 4 14 28 Nitto Construction 5 CTS 02V4 5 1 T 8 TIT 87 8878 4 5 1
29. ll CE i GE Nitto Construction utm ta eom Nitto Construction CTS O2V4 CIS O2VA 1 1 1 1 1 sser 5 m g CTS O2V4 ERES SHE CTS O2V4 PC GO Power CTS O2VA Decide SITE 3 4 LE nadie Nitto Construction 1 2
30. 4 CTS O2V4 Measurement Parameters CONCRETE 11 amp Normal d High strength MEASUREMENT 2 StrengthiArea Mode Strength Point Mode 2 Impedance Active Side Impedance Reactive Side Impedance Co nditinn 13 Mass nf Hammerlz 380 SencitivitvlmW G 0 8 Calibration 12 00 Power salue 300 Trigger Lewel 40 AT CONCRETE 1 Normal High strength 4 2 Normal High strength 4 2 5 8 Si orma 10N mm 30N mm9 High strength FUR S3ON mm 15ON mm Not Set Up Set Uo 21 Nitto Construction MEASUREMENT gt X 4 3 e CTS O2VA
31. CTS O2V4 Wawe 0017 010 SIK 2da mme Indexl 05 mm a 4 1O 4 6 Back Next 26 Nitto Construction 4 6 4 Data Copy SITE PC PC 4 11 4 11 Where Data will be saved Ref 4 12 NE B TTE i gt gi
32. BISEZ 590AOCUGSUMERORIBISSSHRU PRA vui CBISERUS OBI N 5 LOOKUP 6 4 MEAS 6 5 E 6 5 STR NDX STAT 1 6 6 4 6 6 O 1 4 6 ui 1 MN N O 2 1
33. Nitto Construction 5 3 ON OFF ON CTS O2V4 SITE 5 3 9 OFF 5 3 SITE 30 Nitto Construction 6 6 1 SITE CTS O2V4 RARI YATARLAR A SITE STE RSNI PARTE SITE SITE USED 6 1 EMPTY 6 2 SITE SITE 128 SITE 128x 128 X Y
34. S 24 Nitto Construction 4 6 4 6 1 CTS O2V4 Site Number Site Y N STR INDEX X Y CTS O2V4 PC USB Site Site Number JA K7 Site Number Site DATA Read Site X Y N STR INDEX Y N STR INDEX No STR Index No STR Index Index Site Number X Y N STR INDEX
35. Set Uo Active Side Impedance Reactive Side Impedance ega x j 22 Nitto Construction Condition 2 3 X 4 4 UN 4 4 Con
36. 109 13 Li ger n 111 161 112 166 Dans pou o 03 s i Lim es wo LAM ms dr 115 179 oo 116 184 117 189 MEE NE CON 119 199 120 204 120 209 122 214 a 2
37. 3 4 4 TUSBOE47 DRIVER gt sub CTS O2V4 18 Nitto Construction LGA RR UU E cas UR F 9 PETS AJA Po UA TCU MANSET Ren AN P T RA YAKIN ena E a hao CX Documents and SettinesiOwner7 2 py 6201100026 w O BELI 4A si S ES SEHR RO m Masing CoA Paku BIRU PS 4 UL AN Peran 4 4 D 1
38. B g ENDJE N mm 20 N mm2 20 Strength Area Mode Strength Point Mode Not Set Up
39. CTS O2V4 Nitto Construction CTS 02V4 CTS O2V4 CTS O2V4 CTS O2VA
40. TR 1 1 STR STR 1 37 STR1 STR 1 37 STR1 3 4 STR N mm2 1 1 INDX gt INDX 1 INDX INDEX 1 5
41. dition ag BY Mass of 38Og Hammer Consitivit B are Power Value 0 80 8 Tusserlevsl Piet respice eue 409 Not Set Up Set Uo D3 Nitto Const
42. ruction 4 4 Show Parameter Exit 4 5 CTS O2V4 PC Timer Set 4 8 4 5 e Present Date PC CTS O2V4 YY MM DD H M S Set Timer of CTS02V4 Set Manual Date 4 8 4 5 CTS O2V4 PC CTS O2V4 Set Manual Date YY MM DD H M
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