CN205861675U - Displacement laboratory test model-aided measurement apparatus in a kind of country rock ground - Google Patents

Displacement laboratory test model-aided measurement apparatus in a kind of country rock ground Download PDF

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Publication number
CN205861675U
CN205861675U CN201620798019.XU CN201620798019U CN205861675U CN 205861675 U CN205861675 U CN 205861675U CN 201620798019 U CN201620798019 U CN 201620798019U CN 205861675 U CN205861675 U CN 205861675U
Authority
CN
China
Prior art keywords
displacement
rope
elastic threads
rigidity
country rock
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201620798019.XU
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Chinese (zh)
Inventor
黄有堂
张俊儒
冯冀蒙
许伦锋
张伟
崔耀
李洪涛
张梅
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Southwest Jiaotong University
No 2 Engineering Co of CCCC Fourth Harbor Engineering Co Ltd
Original Assignee
Southwest Jiaotong University
No 2 Engineering Co of CCCC Fourth Harbor Engineering Co Ltd
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Filing date
Publication date
Application filed by Southwest Jiaotong University, No 2 Engineering Co of CCCC Fourth Harbor Engineering Co Ltd filed Critical Southwest Jiaotong University
Priority to CN201620798019.XU priority Critical patent/CN205861675U/en
Application granted granted Critical
Publication of CN205861675U publication Critical patent/CN205861675U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses displacement laboratory test model-aided measurement apparatus in a kind of country rock ground, there is a plurality of measurement branch road.Each by stator, rigidity rope, conduction pipe, elastic threads and loading bench outside fixed frame constitute: stator connects firmly with tested simulation country rock;One end of rigidity rope is through being connected with stator after conduction pipe, and the other end of rigidity rope couples with elastic threads after being overlapped on the upper boom of fixed mount vertically downward;The other end of elastic threads is fixed on the lower beam portion of fixed frame;Rigidity rope is provided with the mark rigidity reel for rope measurement slide sign to displacement with near elastic threads interface;The displacement transducer measuring slide sign displacement it is provided with in fixed frame near described measurement slide sign.During tunnel and the indoor model test such as underground structure, Geotechnical Engineering the measurement of displacement, multi-point sampler can be carried out, measuring accuracy is high, and device entirety is easily installed.

Description

Displacement laboratory test model-aided measurement apparatus in a kind of country rock ground
Technical field
This utility model relates to the neck of middle displacement measurement in tunnel and underground structure, Geotechnical Engineering indoor model test Territory, particularly relates to the field of country rock large deformation.
Background technology
Show according to related data, along with the sustained and rapid development of China's traffic civil engineering, a large amount of execution conditions and geological conditions Bad engineering continues to bring out, the weak large deformation harm particularly occurred in tunnel structure digging process, is not only and causes tunnel Safety problem in road work progress, is also the huge potential safety hazard of later stage operation simultaneously.
In order to solve this difficult problem, using model test method to carry out studying is one of the most universal research method, right In the situation of country rock large deformation, country rock ground, the Changing Pattern of displacement is the content that must carry out testing, but current institute The method used mainly uses clear glass external observation and blister copper pipe to draw observation etc., also has some novel methods, in full , in above all of method, each there is certain drawback in word imaging technique, test optical fiber etc., such as clear glass test essence Degree is not, the interference of blister copper pipe test is relatively big, the reliability of imaging technique and test optical fiber not and the most directly perceived etc..
Utility model content
In view of the disadvantage mentioned above of prior art, the purpose of this utility model is to solve present case drag process of the test The reliability of displacement measurement and intuitive in middle ground.
The purpose of this utility model is to be realized by following means: in a kind of country rock ground, displacement laboratory test model is auxiliary Help measurement apparatus, there is a plurality of measurement branch road.Each by stator, rigidity rope, conduction pipe, elastic threads and loading bench outside consolidate Determine framework to constitute: stator connects firmly with tested simulation country rock;One end of rigidity rope is connected with stator after conduction pipe, rigidity The other end of rope couples with elastic threads after being overlapped on the upper boom of fixed mount vertically downward;The other end of elastic threads is fixed on fixing structure The lower beam portion of frame;Rigidity rope is provided with the mark rigidity reel for rope measurement slide sign to displacement with near elastic threads interface;? The displacement transducer measuring slide sign displacement it is provided with in fixed frame near described measurement slide sign.
This utility model device during tunnel and underground structure, Geotechnical Engineering indoor model test displacement Measurement.Stator is fixed on the country rock position set in advance of test simulation, rigidity rope and stator secure bond;By hole Interior displacement introduces and measures outside hole.Conduction pipe is used for protecting rigidity rope not by the frictional influence of the soil body, in a conduction pipe Many rigidity ropes can be placed, ensure rigidity rope non-interference by position reserved in the sealing of conduction pipe, extraction firm Property rope elastic threads and loading bench outside fixing component connect, sheet be adhesively fixed simultaneously on rigidity rope, connect amesdial or displacement Sensors etc. carry out the test of displacement.Elastic threads is for ensuring that the straight of rigidity rope, and stator is to ensure that rigidity rope is with the soil body Displacement convenient test.
In this utility model country rock ground, displacement laboratory test model-aided measurement apparatus effectively solves certainty of measurement not Foot and the intuitive measured, add the quantity of measuring point simultaneously, and the test field impact overall on test is less, the effect of test Good.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of utility model works principle.
Detailed description of the invention
Below in conjunction with the accompanying drawings structure of the present utility model is described in further detail.
In Fig. 1, stator 1, rigidity rope 2, conduction pipe 3, elastic threads 4, interface 5, upper boom 6, lower beam 7, displacement transducer 8。
In country rock ground, displacement laboratory test model-aided measurement apparatus has a plurality of measurement branch road;Each by stator 1, Fixed frame outside rigidity rope 2, conduction pipe 3, elastic threads 4 and loading bench is constituted: stator 1 connects firmly with tested simulation country rock;Just Property rope 2 one end through being connected with stator 1 after conduction pipe 3, the other end of rigidity rope is vertical after being overlapped on the upper boom of fixed mount Couple with elastic threads 4 downwards;The other end of elastic threads is fixed on the lower beam 7 of fixed frame;Rigidity rope joins with elastic threads The mark rigidity reel for rope measurement slide sign to displacement it is provided with near contact 5;Set in fixed frame near described measurement slide sign It is equipped with the displacement transducer measuring slide sign displacement.
Without loss of generality, described measurement slide sign may be provided at any position on rigidity rope near elastic threads interface 5.? Interface 5 is directly used by the present embodiment as measuring slide sign.In the present embodiment, displacement transducer uses dial gauge, just Property rope use one section of seizing wire, conduction pipe use fine steel tube, elastic threads is rubber strip.

Claims (4)

1. displacement laboratory test model-aided measurement apparatus in a country rock ground, it is characterised in that there is a plurality of measurement branch road;Often Article one, the fixed frame outside by stator, rigidity rope, conduction pipe, elastic threads and loading bench is constituted: stator encloses with tested simulation Rock connects firmly;One end of rigidity rope is connected with stator after conduction pipe, and the other end of rigidity rope is overlapped on the upper boom of fixed mount After couple with elastic threads vertically downward;The other end of elastic threads is fixed on the lower beam of fixed frame;With elasticity on rigidity rope The mark rigidity reel for rope measurement slide sign to displacement it is provided with near rope interface;In fixed frame near described measurement slide sign It is provided with the displacement transducer measuring slide sign displacement.
Displacement laboratory test model-aided measurement apparatus in country rock ground the most according to claim 1, it is characterised in that described Measure the interface that slide sign is rigidity rope and elastic threads.
Displacement laboratory test model-aided measurement apparatus in country rock ground the most according to claim 1, it is characterised in that described Multiple measurement branch roads share a conduction pipe.
Displacement laboratory test model-aided measurement apparatus in country rock ground the most according to claim 1, it is characterised in that described Displacement transducer is dial gauge.
CN201620798019.XU 2016-07-27 2016-07-27 Displacement laboratory test model-aided measurement apparatus in a kind of country rock ground Expired - Fee Related CN205861675U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620798019.XU CN205861675U (en) 2016-07-27 2016-07-27 Displacement laboratory test model-aided measurement apparatus in a kind of country rock ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620798019.XU CN205861675U (en) 2016-07-27 2016-07-27 Displacement laboratory test model-aided measurement apparatus in a kind of country rock ground

Publications (1)

Publication Number Publication Date
CN205861675U true CN205861675U (en) 2017-01-04

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Application Number Title Priority Date Filing Date
CN201620798019.XU Expired - Fee Related CN205861675U (en) 2016-07-27 2016-07-27 Displacement laboratory test model-aided measurement apparatus in a kind of country rock ground

Country Status (1)

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CN (1) CN205861675U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106124736A (en) * 2016-07-27 2016-11-16 中交四航局第二工程有限公司 Displacement laboratory test model-aided measurement apparatus in a kind of country rock ground
CN111537694A (en) * 2020-04-30 2020-08-14 武汉理工大学 Clay foundation model test system and method for monitoring clay foundation model settlement

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106124736A (en) * 2016-07-27 2016-11-16 中交四航局第二工程有限公司 Displacement laboratory test model-aided measurement apparatus in a kind of country rock ground
CN111537694A (en) * 2020-04-30 2020-08-14 武汉理工大学 Clay foundation model test system and method for monitoring clay foundation model settlement
CN111537694B (en) * 2020-04-30 2021-03-16 武汉理工大学 Clay foundation model test system and method for monitoring clay foundation model settlement

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170104

Termination date: 20190727

CF01 Termination of patent right due to non-payment of annual fee