Campbell-scientific ST350 Strain Transducer for Structural Testing Instrukcja Użytkownika

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Strona 1 - ST350 Strain Transducer

ST350 Strain Transducer2/08 Copyright © 2008Campbell Scientific, Inc.

Strona 2 - Warranty and Assistance

Section 3. Sensor Alignment and Installation 3” SURFACE PREP. LOCATIONS FIGURE 3-2. Surface Preparation - Location 3.2 Installation Once surface

Strona 3 - ST350 Table of Contents

Section 3. Sensor Alignment and Installation 3.3 Adjusting Excessive Transducer Offset If it is determined that zeroing cannot be accomplished with

Strona 4 - Figures

Section 3. Sensor Alignment and Installation 3-4

Strona 5 - Section 1. Introduction

Section 4. Wiring 4.1 Initial Check-Out Upon receiving new transducers, it is important to check that they are in proper working order. Using an o

Strona 6

Section 4. Wiring 4-2 tension provides a positive output signal and compression a negative signal. If a tension force provides a negative signal (an

Strona 7 - Section 2. Specifications

Section 5. Mounting of Sensor to Various Surfaces 5.1 General In most situations, other than reinforced concrete, the most efficient method of moun

Strona 8

Section 5. Mounting of Sensor to Various Surfaces For closest Loctite Distributor call: 1 (800) 243-4874. NOTE Once testing is complete, carefully lo

Strona 9 - Installation

Section 5. Mounting of Sensor to Various Surfaces 5.2.2 Reinforced Concrete See “Instructions for Using ST350 Strain Transducer Extensions on Rein

Strona 10 - 3.2 Installation

Section 5. Mounting of Sensor to Various Surfaces - Tighten the washers against the concrete by twisting the nut with an open-end wrench. It is imp

Strona 11

Section 5. Mounting of Sensor to Various Surfaces - Slide the drilling jig over the stud and align it with the second hole location. - Drill the s

Strona 12

Warranty and Assistance The ST350 STRAIN TRANSDUCER is warranted by CAMPBELL SCIENTIFIC, INC. to be free from defects in materials and workmanship und

Strona 13 - Section 4. Wiring

Section 5. Mounting of Sensor to Various Surfaces - When a transducer is attached to an extension it is significantly more vulnerable to damage. A

Strona 14

Section 5. Mounting of Sensor to Various Surfaces - If the Tab/Glue method is being used ensure that the area is clean of dust before installing the

Strona 15 - Various Surfaces

Section 5. Mounting of Sensor to Various Surfaces 5-8

Strona 16 - Surfaces

Section 6. Calibration and Validation Calibration is performed on each sensor prior to shipping from the Manufacturer and a Calibration Certificate

Strona 17 - 5.2.2 Reinforced Concrete

Section 6. Calibration and Validation 6-2

Strona 18

Section 7. Maintenance, Replacement Parts, and Repairs 7.1 Maintenance The ST350 Strain Transducer has been designed to minimize the amount of main

Strona 19

Section 7. Maintenance, Replacement Parts, and Repairs FIGURE 7-2. Proper Connection to Data Acquisition System for Tension and Compression Debris

Strona 20 - 5.2.3 Pre-stressed Concrete

Section 7. Maintenance, Replacement Parts, and Repairs transducer must have at least a one foot cable exiting the transducer body. This cable can be

Strona 21 - 5.2.4 Timber

Section 7. Maintenance, Replacement Parts, and Repairs 7-4

Strona 22

Section 8. Datalogger Programming This section is for users who write their own datalogger programs. A datalogger program to measure this sensor ca

Strona 23

ST350 Table of Contents PDF viewers note: These page numbers refer to the printed version of this document. Use the Adobe Acrobat® bookmarks tab fo

Strona 24

Section 8. Datalogger Programming CallTable (MFGTRUSS) NextScan EndProg '***** Program End ***** 8.2 CR5000 Example 'CR5000 Example usi

Strona 25 - Parts, and Repairs

Section 8. Datalogger Programming '\\\\\\\\\\\\\\\\\\\\\\\\\\\\ Bridge Blocks ////////////////////////////// 'BrFull(Dest,Reps,Range,DiffCh

Strona 26 - 7.2 Replacement Parts

Section 8. Datalogger Programming 8-4

Strona 27

Appendix A. Special Instructions for using ST350 A.1 Instructions for Using ST350 Strain Transducer Extensions on Reinforced Concrete Structures Sp

Strona 28

Appendix A. Special Instructions for using ST350 very heavy, we recommend that the gain level for the STS be set to 500. It should be noted that in m

Strona 29 - 8.1 CR1000 Example

Appendix A. Special Instructions for using ST350 4. Using an extension jig as seen in FIGURE A-1, insert a tab into slot. Set the transducer over t

Strona 30 - 8.2 CR5000 Example

Appendix A. Special Instructions for using ST350 from gage is used, the measurement from the hole closest to the cable exit to this hole is 24 inches

Strona 31

Appendix A. Special Instructions for using ST350 IMPORTANT: Once the extensions have been installed, the transducers are much more susceptible to dam

Strona 32

Appendix A. Special Instructions for using ST350 A-6 1965 57th Court North, Suite 106, Boulder, CO 80301-2826 Ph: 303.494.3230 Fax: 303-494-5027

Strona 33 - Concrete Structures

Appendix B. ST350 Accuracy Verification B.1 Verifying the Accuracy of ST350 Strain Transducers B.1.1 Introduction Often, our customers like to ver

Strona 34 - Transducer

ST350 Table of Contents ii B. ST350 Accuracy Verification...B-1 B.1 Verifying the Accuracy of ST350 Strain Transducer

Strona 35

Appendix B. ST350 Accuracy Verification differences in load (truck) placement. Thus, one can expect that every field test can have an error of two m

Strona 36

Appendix B. ST350 Accuracy Verification Trying to measure the strain on a 2" wide strip of metal that is 1/8" thick and mounted as a canti

Strona 37

Appendix B. ST350 Accuracy Verification BDI addresses strain measurements on reinforced concrete is to use gage extensions, effectively amplifying th

Strona 38

Appendix B. ST350 Accuracy Verification Magnitude of Applied Loads: Calibration tests should always be run up near the maximum safe linear range of t

Strona 39 - Verification

Appendix B. ST350 Accuracy Verification B-6

Strona 40 - B.1.4 Temperature Effects

Appendix C. Calibration Sheets C.1 Example of Calibration Sheet — BDI Supplied FIGURE C-1. Bridge Diagnostics Calibration Sheet C-1

Strona 41

Appendix C. Calibration Sheets C-2 C.2 Example of Calibration Sheet — CSI Supplied Certificate of Calibration CUSTOMER: Company Name: Cam

Strona 42 - B.1.7 Other Considerations

Index A I Adjusting Excessive Offset... 3-3 Initial Checkout Procedure – ST350 ...4-1 Alignment ST3

Strona 43

Index S Sensor ST350 Adhesive Information... 5-1 Adjusting Excessive Offset ... 3-3 Ali

Strona 44

This is a blank page.

Strona 45 - Supplied

Section 1. Introduction This manual provides information for interfacing the ST350 Strain Transducer to Campbell Scientific’s Dataloggers. Unless o

Strona 46 - Certificate of Calibration

Campbell Scientific Companies Campbell Scientific, Inc. (CSI) 815 West 1800 North Logan, Utah 84321 UNITED STATES www.campbellsci.com info@campbells

Strona 47

Section 1. Introduction 1-2

Strona 48

Section 2. Specifications Effective gage length: 3.0 in (76.2 mm). Extensions available for use on R/C structures. Overall Size: 4.375 in x 1.25 in

Strona 49 - This is a blank page

Section 2. Specifications 2-2

Strona 50

Section 3. Sensor Alignment and Installation 3.1 Alignment The BDI ST350 will only measure strain in the axis in which it is aligned with, therefor

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