CN106706436A - Device for detecting water pressure resistance of rubber waterstop - Google Patents

Device for detecting water pressure resistance of rubber waterstop Download PDF

Info

Publication number
CN106706436A
CN106706436A CN201611191527.2A CN201611191527A CN106706436A CN 106706436 A CN106706436 A CN 106706436A CN 201611191527 A CN201611191527 A CN 201611191527A CN 106706436 A CN106706436 A CN 106706436A
Authority
CN
China
Prior art keywords
mold plate
concrete blinding
concrete mold
concrete
lower concrete
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.)
Pending
Application number
CN201611191527.2A
Other languages
Chinese (zh)
Inventor
谭忠盛
徐瑞祥
李磊
陈助峰
黄明利
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.)
Beijing Jiaotong University
Original Assignee
Beijing Jiaotong University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Beijing Jiaotong University filed Critical Beijing Jiaotong University
Priority to CN201611191527.2A priority Critical patent/CN106706436A/en
Publication of CN106706436A publication Critical patent/CN106706436A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • G01N3/10Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
    • G01N3/12Pressure testing
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0014Type of force applied
    • G01N2203/0016Tensile or compressive
    • G01N2203/0019Compressive
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/003Generation of the force
    • G01N2203/0042Pneumatic or hydraulic means
    • G01N2203/0048Hydraulic means

Landscapes

  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

The invention provides a device for detecting the water pressure resistance of rubber waterstop. The device comprises a support column, an upper concrete mold plate, a lower concrete mold plate, a pressure gauge, a water injection tube, a height adjusting device, a horizontal adjusting device, a bracket and reinforcing steel ropes, wherein the rubber waterstop to be detected is fixed in set positions of the upper concrete mold plate and the lower concrete mold plate; concrete blocks cast into the upper concrete mold plate and the lower concrete mold plate form a tunnel structure; the reinforcing steel ropes are arranged inside the upper concrete mold plate and the lower concrete mold plate before the upper concrete mold plate and the lower concrete mold plate are cast; the horizontal adjusting device is used for adjusting horizontal displacement of the upper concrete mold plate and the lower concrete mold plate; and the height adjusting device is used for adjusting the vertical displacement of the upper concrete mold plate and the lower concrete mold plate. By adopting the device provided by the invention, not only is a waterproof environment of a tunnel in a normal state simulated, but also a waterproof environment with indefinite factors such as sedimentation, earthquake, construction deviation and the like of the tunnel can be simulated, comprehensive waterproof detection on the waterproof property of the runner waterstop can be achieved, and powerful bases can be provided.

Description

The detection means of rubber fastening band water pressure resistance ability
Technical field
A kind of detection the present invention relates to rubber fastening band technical field, more particularly to rubber fastening band water pressure resistance ability is filled Put.
Background technology
In the present of social high speed development, tunnel plays irreplaceable role in life, and most of tunnels Again and again there is leak, it has also become problem the most thorny in tunnel construction, and the waterproof ability in tunnel has directly with waterstop Relation.
Current waterstop market fish mesh mixes, and quality is difficult to control to, and the waterstop of alignment request not up to standard readily becomes tunnel The potential safety hazard of road leak, the present apparatus is directed to tunnel water proofing problem, is carried out there is presently no a kind of waterproof ability to waterstop The scheme of effective detection.
The content of the invention
The embodiment provides a kind of detection means of rubber fastening band water pressure resistance ability, to realize stopping rubber The waterproof ability of water band carries out effective detection.
To achieve these goals, this invention takes following technical scheme.
A kind of detection means of rubber fastening band water pressure resistance ability, including:Support column, upper concrete blinding, lower concrete Template, pressure gauge, water injection pipe, arrangement for adjusting height, level(l)ing device, support and reinforcing bar;
Rubber fastening band to be detected is fixed on the setting position of the upper and lower concrete blinding, in the upper and lower coagulation Concrete is poured into a mould in clay model plate, the concrete of cast is connected with the rubber fastening band, the support erects the upper coagulation Clay model plate, the concrete block poured into a mould in concrete blinding, lower coagulation template on described constitutes tunnel structure, and the reinforcing bar exists It is arranged in upper and lower concrete blinding before the cast of bolster concrete, for the construction muscle of simulation tunnel structure;
The level(l)ing device is connected with the upper concrete blinding, lower concrete blinding, adjusts the upper concrete Template, lower concrete blinding horizontal displacement, the arrangement for adjusting height connect with the upper concrete blinding, lower concrete blinding Connect, adjust the upper concrete blinding, lower concrete blinding vertical dislocation;
The water injection pipe records the hydraulic pressure in the tunnel structure toward water filling in the tunnel structure, the pressure gauge.
Further, described device also includes air bleeding valve, and the air bleeding valve is deflated before water filling to described device.
Further, described device also includes:Support column and upper mounted plate, strip hole is set on fixed plate, The strip hole provides installation control for support column, when fixed plate and horizontal loading apparatus produce relative displacement, institute Strip hole is stated for support column provides displacement control.
Further, roller bearing is set in the lower section of fixed plate, when horizontal loading apparatus are produced with fixed plate During raw relative displacement, using the relative displacement of the fixed plate of the scrolling realization of the roller bearing.
Further, the level(l)ing device is fixedly connected with the lower concrete blinding, the level(l)ing device It is connected with the upper concrete blinding by roller bearing, promotes the upper concrete blinding movement.
The technical scheme provided by embodiments of the invention described above can be seen that rubber water-proof provided in an embodiment of the present invention Detection means with water pressure resistance ability, with the waterproof ability and quality of the mode direct detection waterstop of simplified model, direct mould The principle of tunnel water proofing is intended, this device not only can be with simulation tunnel water proof environment in normal state, moreover it is possible to simulation tunnel Water proof environment when there are some uncertain factors such as sedimentation, earthquake, construction deviation, is that the waterproof ability of waterstop is carried out Comprehensive waterproof detection, and there is provided strong foundation.
The additional aspect of the present invention and advantage will be set forth in part in the description, and these will become from the following description Obtain substantially, or recognized by practice of the invention.
Brief description of the drawings
Technical scheme in order to illustrate more clearly the embodiments of the present invention, below will be to that will use needed for embodiment description Accompanying drawing be briefly described, it should be apparent that, drawings in the following description are only some embodiments of the present invention, for this For the those of ordinary skill of field, without having to pay creative labor, other can also be obtained according to these accompanying drawings Accompanying drawing.
Fig. 1 is a kind of structure chart of the detection means of rubber fastening band water pressure resistance ability provided in an embodiment of the present invention;
Fig. 2 is a kind of schematic diagram that strip hole is set on upper mounted plate provided in an embodiment of the present invention;
Fig. 3 is a kind of schematic diagram that roller bearing is set on upper mounted plate provided in an embodiment of the present invention;
Fig. 4 is a kind of schematic diagram that roller bearing is set on level(l)ing device provided in an embodiment of the present invention;
Fig. 5 is a kind of structural representation of roller bearing provided in an embodiment of the present invention.
Specific embodiment
Embodiments of the present invention are described below in detail, the example of the implementation method is shown in the drawings, wherein ad initio Same or similar element or element with same or like function are represented to same or similar label eventually.Below by ginseng The implementation method for examining Description of Drawings is exemplary, is only used for explaining the present invention, and is not construed as limiting the claims.
Those skilled in the art of the present technique are appreciated that unless expressly stated, singulative " " used herein, " one It is individual ", " described " and " being somebody's turn to do " may also comprise plural form.It is to be further understood that what is used in specification of the invention arranges Diction " including " refer to the presence of the feature, integer, step, operation, element and/or component, but it is not excluded that in the presence of or addition One or more other features, integer, step, operation, element, component and/or their group.It should be understood that when we claim unit Part is " connected " or during " coupled " to another element, and it can be directly connected or coupled to other elements, or can also exist Intermediary element.Additionally, " connection " used herein or " coupling " can include wireless connection or coupling.Wording used herein "and/or" includes one or more associated any cells for listing item and all combines.
Those skilled in the art of the present technique are appreciated that unless otherwise defined, all terms used herein (including technology art Language and scientific terminology) have with art of the present invention in those of ordinary skill general understanding identical meaning.Should also Understand, those terms defined in such as general dictionary should be understood that the meaning having with the context of prior art The consistent meaning of justice, and unless defined as here, will not be with idealizing or excessively formal implication be explained.
For ease of the understanding to the embodiment of the present invention, done by taking several specific embodiments as an example further below in conjunction with accompanying drawing Explanation, and each embodiment does not constitute the restriction to the embodiment of the present invention.
In order to solve the detection problem on tunnel water proofing, the waterproof ability of waterstop can not be leaned on only the embodiment of the present invention Conventional waterproof tests to judge, the principle of application simulation tunnel water proofing, with water-fast pressure device come directly to the waterproof of waterstop Ability is detected.
A kind of structural representation such as Fig. 1 of the detection means of rubber fastening band water pressure resistance ability provided in an embodiment of the present invention It is shown, including:Support column, upper mounted plate, lifting bolt, air bleeding valve, pressure gauge, water injection pipe, roller bearing, arrangement for adjusting height, level Adjusting means, support, upper concrete blinding, lower concrete blinding and reinforcing bar.
Fig. 2 is a kind of schematic diagram that strip hole is set on upper mounted plate provided in an embodiment of the present invention, and strip hole is branch Dagger is provided installs control, while when fixed plate and horizontal loading apparatus produce relative displacement, for support column provides displacement control Part.
Fig. 3 is a kind of schematic diagram that roller bearing is set on upper mounted plate provided in an embodiment of the present invention, and roller bearing is located to be fixed Plate lower section.
Fig. 4 sets roller bearing schematic diagram, horizontal addload dress for one kind provided in an embodiment of the present invention on level(l)ing device After putting loading, loading device can produce relative displacement with fixed plate, real using the rolling of roller bearing between loading device and fixed plate Existing relative displacement.
Fig. 5 is a kind of structural representation of roller bearing provided in an embodiment of the present invention, roller bearing use steel be processed into section for Do antirust treatment in original shape, surface.
Above-mentioned detection device can simulate use environment of the waterstop in tunnel, can internally existing hydraulic pressure high In the case of moved horizontally with it is vertically movable.Can be realized by arrangement for adjusting height between upper and lower concrete blinding vertical wrong Position, horizontal displacement can be realized between upper and lower concrete blinding by level(l)ing device.Upper mounted plate and upper concrete blinding Between be provided with and turn bolt, be provided with bar hole between upper mounted plate and lifting bolt.
Using the device shown in above-mentioned Fig. 1, detect the processing procedure of water pressure resistance ability of rubber fastening band including following Process step:
Step 1, rubber fastening band to be detected is fixed between upper and lower concrete blinding first, reinforcing bar is in bolster The setting position in upper and lower concrete blinding is arranged in before concrete cast, for the construction muscle of simulation tunnel structure.Then exist Concrete is poured into a mould in upper and lower concrete blinding, and the concrete of cast and rubber fastening band to be measured is connected firmly, wherein rubber The part that waterstop is cast in concrete need to be wrapped up with steel plate, in case concrete unbalance stress and crumble, influence experiment As a result.After concrete reaches prescribed strength, the parts such as the support column and upper mounted plate in detection means are assembled, with branch Frame erects the concrete block up and down for pouring and being poured in, and upper and lower concrete block constitutes tunnel structure.
The level(l)ing device is connected by roller bearing with the upper concrete, promotes the upper concrete movement, level Adjusting means is fixedly connected with lower concrete block encased steel plate, to ensure displacement accuracy.
Step 2, pressure gauge, vent valve, high-pressure hydraulic pump, level(l)ing device are assembled.
Step 3, adjusting nut and jack, vertical dislocation is realized with arrangement for adjusting height by upper and lower concrete block, is made Lower concrete block misplaces, with the sedimentation of simulation tunnel.
Step 4, common water are not easy to observation, red liquid need to be added during water filling in water, so as in device leak Find in time.Air bleeding valve is first passed through before pressurization to deflate detection means, after after internal gas all discharge, closes exhaust Valve.
Step 5, in pressurization, water speed is difficult too fast, and the hydraulic pressure value in water injection pipe is recorded by pressure gauge, and pressure often increases 0.2MPa needs pressurize 10min, to draw real maximum water pressure resistance value.
Arrangement for adjusting height can be adjusted in pressure process and level(l)ing device comes the sedimentation of simulation tunnel, earthquake etc. State.Inside detection means during existing pressure, can be realized between upper and lower concrete block by adjusting level(l)ing device Horizontal displacement, the vertical dislocation between realizing upper and lower concrete block by adjusting arrangement for adjusting height.
In sum, the detection means of rubber fastening band water pressure resistance ability provided in an embodiment of the present invention, uses simplified model Mode direct detection waterstop waterproof ability and quality, directly simulate the principle of tunnel water proofing, this device not only can be with Simulation tunnel water proof environment in normal state, moreover it is possible to which some are not true there is sedimentation, earthquake, construction deviation etc. for simulation tunnel Determine water proof environment during factor, be that the waterproof ability of waterstop has carried out comprehensive waterproof detection, and there is provided strong foundation.
One of ordinary skill in the art will appreciate that:The part in device in embodiment can be according to embodiment description point It is distributed in the device of embodiment, it is also possible to carry out respective change and be disposed other than in one or more devices of the present embodiment.On Stating the part of embodiment can merge into a part, it is also possible to be further split into multiple subassemblies.
One of ordinary skill in the art will appreciate that:Accompanying drawing is the schematic diagram of one embodiment, module in accompanying drawing or Flow is not necessarily implemented necessary to the present invention.
The above, the only present invention preferably specific embodiment, but protection scope of the present invention is not limited thereto, Any one skilled in the art the invention discloses technical scope in, the change or replacement that can be readily occurred in, Should all be included within the scope of the present invention.Therefore, protection scope of the present invention should be with scope of the claims It is defined.

Claims (5)

1. a kind of detection means of rubber fastening band water pressure resistance ability, it is characterised in that including:Support column, upper concrete blinding, Lower concrete blinding, pressure gauge, water injection pipe, arrangement for adjusting height, level(l)ing device, support and reinforcing bar;
Rubber fastening band to be detected is fixed on the setting position of the upper and lower concrete blinding, in the upper and lower concrete mould Concrete is poured into a mould in plate, the concrete of cast is connected with the rubber fastening band, the support erects the upper concrete mould Plate, the concrete block poured into a mould in concrete blinding, lower coagulation template on described constitutes tunnel structure, and the reinforcing bar is upper and lower It is arranged in upper and lower concrete blinding before the cast of template concrete, for the construction muscle of simulation tunnel structure;
The level(l)ing device is connected with the upper concrete blinding, lower concrete blinding, the regulation upper concrete blinding, Lower concrete blinding horizontal displacement, the arrangement for adjusting height is connected with the upper concrete blinding, lower concrete blinding, regulation The upper concrete blinding, lower concrete blinding vertical dislocation;
The water injection pipe records the hydraulic pressure in the tunnel structure toward water filling in the tunnel structure, the pressure gauge.
2. the detection means of rubber fastening band water pressure resistance ability according to claim 1, it is characterised in that described device is also Including air bleeding valve, the air bleeding valve is deflated before water filling to described device.
3. the detection means of rubber fastening band water pressure resistance ability according to claim 1, it is characterised in that described device is also Including:Support column and upper mounted plate, set strip hole on fixed plate, and the strip hole provides installation control for support column Part, when fixed plate and horizontal loading apparatus produce relative displacement, the strip hole provides displacement control for support column.
4. the detection means of rubber fastening band water pressure resistance ability according to claim 3, it is characterised in that solid described The lower section of fixed board sets roller bearing, when horizontal loading apparatus produce relative displacement with fixed plate, using the roller bearing The relative displacement of the fixed plate of scrolling realization.
5. the detection means of rubber fastening band water pressure resistance ability according to claim 1, it is characterised in that the level is adjusted Regulating device is fixedly connected with the lower concrete blinding, and the level(l)ing device is connected by roller bearing with the upper concrete blinding Connect, promote the upper concrete blinding movement.
CN201611191527.2A 2016-12-21 2016-12-21 Device for detecting water pressure resistance of rubber waterstop Pending CN106706436A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611191527.2A CN106706436A (en) 2016-12-21 2016-12-21 Device for detecting water pressure resistance of rubber waterstop

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611191527.2A CN106706436A (en) 2016-12-21 2016-12-21 Device for detecting water pressure resistance of rubber waterstop

Publications (1)

Publication Number Publication Date
CN106706436A true CN106706436A (en) 2017-05-24

Family

ID=58939597

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611191527.2A Pending CN106706436A (en) 2016-12-21 2016-12-21 Device for detecting water pressure resistance of rubber waterstop

Country Status (1)

Country Link
CN (1) CN106706436A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107576574A (en) * 2017-09-13 2018-01-12 中交公局桥隧工程有限公司 The watertight test method of the waterstop equidimension limit is buried in a kind of movement joint
CN107702996A (en) * 2017-10-18 2018-02-16 中交公局桥隧工程有限公司 The watertight test method of the waterstop equidimension limit is buried in a kind of construction joint
CN108426779A (en) * 2018-03-16 2018-08-21 北京交通大学 The structural cracks experiment simulator and method of underground engineering under high hydraulic condition
CN109580385A (en) * 2018-11-16 2019-04-05 北京东方雨虹防水技术股份有限公司 Waterproof layer resists the test equipment and its test method of underground engineering valve pit subsidence
CN109900559A (en) * 2019-04-28 2019-06-18 中铁二院重庆勘察设计研究院有限责任公司 Test experimental provision and experimental method that deformation joint buried water strip bears hydraulic pressure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102095643A (en) * 2010-12-31 2011-06-15 上海市隧道工程轨道交通设计研究院 Method for testing leak stopping of tunnel joint
CN102175406A (en) * 2011-01-27 2011-09-07 中交四航工程研究院有限公司 Test system and test method for water tightness test of tunnel deformation joint waterstop
CN202706061U (en) * 2012-08-31 2013-01-30 株洲时代新材料科技股份有限公司 Internally stuck detachable rubber water stop used for joint gap
CN103091057A (en) * 2013-02-27 2013-05-08 株洲时代新材料科技股份有限公司 Detecting tool and detecting method for inner attached detachable type water-stop band
CN103926168A (en) * 2013-01-10 2014-07-16 中交一航局第二工程有限公司 Seawater density real-time monitoring system and monitoring method
CN105486848A (en) * 2016-01-18 2016-04-13 衡水中铁建工程橡胶有限责任公司 Method for detecting water resistance of tunnel rubber waterstop

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102095643A (en) * 2010-12-31 2011-06-15 上海市隧道工程轨道交通设计研究院 Method for testing leak stopping of tunnel joint
CN102175406A (en) * 2011-01-27 2011-09-07 中交四航工程研究院有限公司 Test system and test method for water tightness test of tunnel deformation joint waterstop
CN202706061U (en) * 2012-08-31 2013-01-30 株洲时代新材料科技股份有限公司 Internally stuck detachable rubber water stop used for joint gap
CN103926168A (en) * 2013-01-10 2014-07-16 中交一航局第二工程有限公司 Seawater density real-time monitoring system and monitoring method
CN103091057A (en) * 2013-02-27 2013-05-08 株洲时代新材料科技股份有限公司 Detecting tool and detecting method for inner attached detachable type water-stop band
CN105486848A (en) * 2016-01-18 2016-04-13 衡水中铁建工程橡胶有限责任公司 Method for detecting water resistance of tunnel rubber waterstop

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
缪惠娟: "橡胶带止水性能的检测方法", 《橡胶科技市场》 *
谭忠盛等: "临海大断面隧道结构防水系统试验研究", 《中国公路学报》 *

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107576574A (en) * 2017-09-13 2018-01-12 中交公局桥隧工程有限公司 The watertight test method of the waterstop equidimension limit is buried in a kind of movement joint
CN107702996A (en) * 2017-10-18 2018-02-16 中交公局桥隧工程有限公司 The watertight test method of the waterstop equidimension limit is buried in a kind of construction joint
CN108426779A (en) * 2018-03-16 2018-08-21 北京交通大学 The structural cracks experiment simulator and method of underground engineering under high hydraulic condition
CN108426779B (en) * 2018-03-16 2019-10-18 北京交通大学 The structural cracks experiment simulator and method of underground engineering under high hydraulic condition
CN109580385A (en) * 2018-11-16 2019-04-05 北京东方雨虹防水技术股份有限公司 Waterproof layer resists the test equipment and its test method of underground engineering valve pit subsidence
CN109580385B (en) * 2018-11-16 2022-03-18 北京东方雨虹防水技术股份有限公司 Test equipment and test method for resisting underground engineering settlement damage of waterproof layer
CN109900559A (en) * 2019-04-28 2019-06-18 中铁二院重庆勘察设计研究院有限责任公司 Test experimental provision and experimental method that deformation joint buried water strip bears hydraulic pressure

Similar Documents

Publication Publication Date Title
CN106706436A (en) Device for detecting water pressure resistance of rubber waterstop
CN104614497B (en) True triaxial stream pressure fracturing, slot, seepage flow, gas drive integrated experimental system
CN110823612B (en) Tunnel surrounding rock lining composite structure stress waterproof test system and method
CN104499485B (en) One pile for one column fully automatic hydraulic verticality-regulating system and vertical adjustment method
CN107725006B (en) Coal seam drilling gas extraction simulation test device and method
CN102324202B (en) Self-circulation axial-radial seepage Darcy law experimental apparatus
CN110006764B (en) Dynamic traffic load simulation device and method for rock-soil and underground engineering model test
CN104677807A (en) True-triaxial seepage characteristic and strength testing device for large-size soil sample
CN110359374A (en) A kind of Hanging Basket precompressed counter-force bracket and its construction method
CN108414363A (en) A kind of experimental rig for simulating hydraulic pressure in water-conveyance tunnel height
CN206020226U (en) A kind of Multifunctional permeameter
CN112881166A (en) Device and method for testing stability of foundation in mining overall process and mining subsidence area
CN204476438U (en) For the ascending/decending chassis of tunnel roof-bolter construction
CN208297257U (en) A kind of water-conveyance tunnel experimental rig
CN102496329B (en) Physical experimental apparatus for simulation of mudstone smearing, forming and evolution and usage of apparatus
CN204269464U (en) The automation equipment of indoor test bedding value
CN204924811U (en) Anti test device that rolls over of concrete maintenance
CN102445313B (en) Coke oven heating gas pipeline pressure testing device and method
CN116818497A (en) Test loading device for tunnel load
CN103645287A (en) Device for performing laboratory grouting testing on test block
CN201637548U (en) Stress frame of steel tube hydrostatic tester
CN203479511U (en) Railway T beam static load test pedestal
CN106128259B (en) A kind of equivalent material simulating tomography experimental rig and test method
CN107503772A (en) A kind of first branch bearing capacity test method in tunnel
CN102854055A (en) Multi-stage temperature-control unsaturated-soil creepmeter

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20170524

RJ01 Rejection of invention patent application after publication