CN206189478U - Horizontal pile foundation single pile horizontal load test device - Google Patents
Horizontal pile foundation single pile horizontal load test device Download PDFInfo
- Publication number
- CN206189478U CN206189478U CN201621157445.1U CN201621157445U CN206189478U CN 206189478 U CN206189478 U CN 206189478U CN 201621157445 U CN201621157445 U CN 201621157445U CN 206189478 U CN206189478 U CN 206189478U
- Authority
- CN
- China
- Prior art keywords
- square steel
- horizontal
- pile
- anchor post
- pile foundation
- 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
Links
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model discloses a horizontal pile foundation single pile horizontal load test device, including force means, counterforce device and measuring device, force means includes electric hydraulic jack, the electric hydraulic jack front end is afterburning pole, afterburning pole lower part is the steel sheet platform, be equipped with the roller between afterburning pole and the steel sheet platform, afterburning pole front end connection pressure sensor, the pressure sensor front end is the spherical hinge support, measuring device includes two benchmark stakes, the benchmark stake is followed upward to being equipped with upper portion crossbeam and lower part crossbeam down in proper order, be equipped with upper portion displacement sensor on the crossbeam of upper portion, be equipped with lower part displacement sensor on the crossbeam of lower part, counterforce device includes outer square steel and interior square steel, all be equipped with two square steel anchor post holes on outer square steel and the interior square steel, the downthehole anchor post of having inserted of square steel anchor post, the utility model discloses simple structure, convenient operation, it is convenient to transport, but the equal reuse of all parts has reduced testing expenses, need not pour the counter -force stake simultaneously, has also saved the time limit for a project.
Description
Technical field
The utility model is related to leveling peg load test technical field, specifically a kind of horizontal pile foundation single pile horizontal load examination
Experiment device.
Background technology
With the fast development of national economy, pile foundation answering in the engineerings such as high-rise building, high ferro, deep foundation pit support
Also become more and more important with more and more, related to pile foundation pile tests.In the horizontal bearing test to leveling peg,
It is generally now to be poured near by peg than by the larger sized stake of peg, used as counter-force stake, so not only the duration is more long, and
Costly, dismounting of the later stage to counter-force stake is even more time-consuming.
The Chinese patent of Application No. CN201520464160.1 discloses a kind of multi-column pier foundation vertical bearing capacity of single pile inspection
Examining system.The utility model is mainly made up of test pile, counter-force anchor system, testing inspection system；Test pile is group pile cap
Foundation pile at base center, test pile includes that bearing test section pours lap segment with after；Counter-force anchor system is by engineering pile around foundation pile
Constituted with cushion cap；Testing inspection system is made up of loading system, DEFORMATION MONITORING SYSTEM and automatic control system；The liquid of loading system
Pressure loading device is arranged on test pile bearing test section top；The deformation monitoring instrument of DEFORMATION MONITORING SYSTEM is arranged on cushion cap side
It is more than ground；It is rigidly connected by rigid rod between deformation monitoring instrument and bearing test section.
The patent is disadvantageous in that：Counter-force stake is made up of engineering pile around, and this is for more scattered stake or list
Stake cannot be tested, and the scope of experiment is smaller, and not provide measuring method for the stake of clump of piles periphery, while this is special
Sharp disclosure can only carry out vertical bearing capacity and detect to stake, and horizontal bearing capacity can not be detected.
Utility model content
The purpose of this utility model is to provide a kind of horizontal pile foundation single pile horizontal static-load experiment device, to solve the above-mentioned back of the body
The problem proposed in scape technology.
To achieve the above object, the utility model provides following technical scheme：
A kind of horizontal pile foundation single pile horizontal static-load experiment device, including augmentor, counterforce device and measurement apparatus, survey
Amount device side is augmentor, and augmentor side is counterforce device, and augmentor includes electric hydraulic lifting jack, electronic liquid
Pressure jack front end is boosting-rod, and boosting-rod bottom is plate platform, and plate platform bottom is provided with leveling jack, boosting-rod and
Roller is provided between plate platform, boosting-rod front end connects pressure sensor, and pressure sensor front end is bearing, measurement apparatus bag
Two reference stakes are included, reference stake is sequentially provided with upper beam and lower beam from top to bottom, and upper beam is provided with top displacement
Sensor, lower beam is provided with bottom displacement transducer, and counterforce device includes outer square steel and interior square steel, and interior square steel is inserted in outer
In square steel, two square steel anchor post holes are equipped with outer square steel and interior square steel.
As further program of the utility model：The roller is provided with two or more.
As further program of the utility model：The leveling jack is located at the Angle Position of plate platform bottom four
Place.
As further program of the utility model：The bearing is spherical hinged-support.
As further program of the utility model：Anchor post is inserted with the square steel anchor post hole.
Compared with prior art, the beneficial effects of the utility model are：The utility model is easy to operate, convenient transport, institute
Having part can recycle again, reduce testing expense and testing cost, while without pouring counter-force stake, effectively shortening work
Phase, improve testing efficiency.
Brief description of the drawings
Fig. 1 is the top view of horizontal pile foundation single pile horizontal static-load experiment device.
Fig. 2 is the front view of horizontal pile foundation single pile horizontal static-load experiment device.
Fig. 3 is the multistage splicing construction schematic diagram of interior square steel and outer square steel.
In figure：1- augmentors, 2- counterforce devices, 3- measurement apparatus, 4- electric hydraulic lifting jacks, 5- boosting-rods, 6- steel
Plate platform, 7- rollers, 8- leveling jacks, 9- pressure sensors, the spherical hinged-supports of 10-, 11- tops displacement transducer, 12- bases
Quasi- stake, 13- upper beams, 14- lower beams, 15- bottoms displacement transducer, the outer square steel of 16-, square steel in 17-, 18- anchor posts,
19- square steel anchor posts hole.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Fig. 1-3 are referred to, in the utility model embodiment, a kind of horizontal pile foundation single pile horizontal static-load experiment device, including
Augmentor 1, counterforce device 2 and measurement apparatus 3, the side of measurement apparatus 3 are augmentor 1, and augmentor side is counter-force
Device 2, augmentor 1 includes electric hydraulic lifting jack 4, and the front end of electric hydraulic lifting jack 4 is boosting-rod 5, and the bottom of boosting-rod 5 is
Plate platform 6, is provided with roller 7 between boosting-rod 5 and plate platform 6, roller 7 is provided with two or more, the bottom of plate platform 6
Portion is respectively equipped with leveling jack 8, the front end of boosting-rod 5 connection pressure sensor 9, before pressure sensor 9 in four angular positions
It is spherical hinged-support 10 to hold, and measurement apparatus 3 include two reference stakes 12, and reference stake 12 is sequentially provided with upper beam 13 from top to bottom
With lower beam 14, upper beam 13 is provided with top displacement transducer 11, and lower beam 14 is provided with bottom displacement transducer
15, counterforce device 2 includes outer square steel 16 and interior square steel 17, and interior square steel 17 is inserted in outer square steel 16, outer square steel 16 and interior square steel
It is equipped with 17 in two square steel anchor post holes 19, square steel anchor post hole 19 and is inserted with anchor post 18.
The utility model structure is novel, easy to operate, and the utility model when in use, is first excavating one by peg side
Groove, groove outermost place counterforce device 2, counterforce device 2 according to by the size of peg, by a number of He of outer square steel 16
Interior square steel 17 is assembled into the counter-force girder steel of counterforce device 2, and interior square steel 17 is plugged in outer square steel 16, and has the length weight of half
Close, make the square steel anchor post hole 19 of outer square steel 16 and the cross-coincidence of square steel anchor post hole 19 of interior square steel 17, then in square steel anchor post hole
Anchor post 18 is squeezed into 19 to reinforce counterforce device 2, the top surface of counterforce device 2 is less than ground, and the outside of counterforce device 2 is tight
Electric hydraulic lifting jack 4 is laid in patch soil layer, the interior survey of counterforce device 2, and boosting-rod 5, boosting-rod are placed in the inner side of hydraulic jack 4
5 are placed below plate platform 6, and the leveling jack 8 of regulation plate platform 6 bottom is horizontal plate platform, steel plate
Two or more rollers 7 are placed between platform 6 and boosting-rod, boosting-rod 5 is remained that level is transported during test
It is dynamic, the inner side of boosting-rod 5 is provided with pressure sensor 9, the stressing conditions of peg, pressure are treated in whole experiment process for detecting
Force snesor 9 and spherical hinged-support 10 is set, for ensureing to be kept by the stress of peg in whole experiment process between peg
Horizontal direction, measurement apparatus 3 are arranged on by the opposite side of peg, and measurement apparatus 3 include two reference stakes 12, and reference stake 12 is installed
In by the both sides of peg, and two place planes of reference stake 12 are vertical with reinforcing direction, and reference stake 12 is provided with upper beam 13
With lower beam 14, top displacement transducer 11 is installed in upper beam 13, bottom displacement is installed in lower beam 14 and is passed
Sensor 15, top displacement transducer 11 and bottom displacement transducer 15 are touched with tested staking, and bottom displacement transducer 15 is located at quilt
Peg forced position, top displacement transducer 11 is located at by peg forced position top, particular location according to by depending on peg, peace
Start electric hydraulic lifting jack 4 pairs after the completion of dress to be reinforced by peg, and by pressure sensor 9, the and of top displacement transducer 11
Bottom displacement transducer 15 collects data.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, can in other specific forms realize that this practicality is new
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation
Involved claim.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each implementation method is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should
Specification an as entirety, the technical scheme in each embodiment can also be formed into those skilled in the art through appropriately combined
May be appreciated other embodiment.
Claims (5)
1. a kind of horizontal pile foundation single pile horizontal static-load experiment device, including augmentor, counterforce device and measurement apparatus, measurement
Device side is augmentor, and augmentor side is counterforce device, and augmentor includes electric hydraulic lifting jack, electric hydaulic
Jack front end is boosting-rod, and boosting-rod bottom is plate platform, and plate platform bottom is provided with leveling jack, boosting-rod and steel
Roller is provided between plate platform, boosting-rod front end connects pressure sensor, and pressure sensor front end is bearing, and measurement apparatus include
Two reference stakes, reference stake is sequentially provided with upper beam and lower beam from top to bottom, and upper beam is provided with top displacement and passes
Sensor, lower beam is provided with bottom displacement transducer, and counterforce device includes outer square steel and interior square steel, and interior square steel is inserted in foreign side
In steel, two square steel anchor post holes are equipped with outer square steel and interior square steel.
2. a kind of horizontal pile foundation single pile horizontal static-load experiment device according to claim 1, it is characterised in that the roller
It is provided with two or more.
3. a kind of horizontal pile foundation single pile horizontal static-load experiment device according to claim 1, it is characterised in that the leveling
Jack is located at the angular position of plate platform bottom four.
4. a kind of horizontal pile foundation single pile horizontal static-load experiment device according to claim 1, it is characterised in that the bearing
It is spherical hinged-support.
5. a kind of horizontal pile foundation single pile horizontal static-load experiment device according to claim 1, it is characterised in that the square steel
Anchor post is inserted with anchor post in hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621157445.1U CN206189478U (en) | 2016-10-31 | 2016-10-31 | Horizontal pile foundation single pile horizontal load test device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621157445.1U CN206189478U (en) | 2016-10-31 | 2016-10-31 | Horizontal pile foundation single pile horizontal load test device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189478U true CN206189478U (en) | 2017-05-24 |
Family
ID=58731993
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621157445.1U Expired - Fee Related CN206189478U (en) | 2016-10-31 | 2016-10-31 | Horizontal pile foundation single pile horizontal load test device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189478U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385736A (en) * | 2018-01-04 | 2018-08-10 | 中国地质大学（北京） | Passage formula clinoform model foundation level load test device |
| CN108896391A (en) * | 2018-04-28 | 2018-11-27 | 中北大学 | A kind of simulator of equivalent level load-bearing stake loading process and load transfer mechanism |
| CN110068505A (en) * | 2018-12-30 | 2019-07-30 | 常州华厦建设工程质量检测有限公司 | A kind of anti-horizontal loading on-site detecting device of guardrail and its application method |
| CN110541438A (en) * | 2019-09-27 | 2019-12-06 | 兰州交通大学 | Anti-slide pile horizontal load test device and method for measuring proportionality coefficient |
| CN111535375B (en) * | 2020-05-22 | 2021-02-26 | 南京工业大学 | Pile foundation horizontal bearing capacity detection system and method |
| CN112695816A (en) * | 2021-01-12 | 2021-04-23 | 四川冶金建筑工程质量检测有限公司 | Foundation pile horizontal load test detection method |
| CN113062373A (en) * | 2021-04-01 | 2021-07-02 | 上海建工七建集团有限公司 | Limit bearing capacity detection device and method for front-supported grouting steel pipe pile |
| CN113737871A (en) * | 2021-09-17 | 2021-12-03 | 中建八局第二建设有限公司 | Device and method for preventing rotation generated in pile horizontal thrust test |
| CN114809121A (en) * | 2022-03-28 | 2022-07-29 | 台州市椒江建设工程质量检测中心有限公司 | Pile foundation horizontal load test device |
-
2016
- 2016-10-31 CN CN201621157445.1U patent/CN206189478U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385736A (en) * | 2018-01-04 | 2018-08-10 | 中国地质大学（北京） | Passage formula clinoform model foundation level load test device |
| CN108385736B (en) * | 2018-01-04 | 2019-10-15 | 中国地质大学（北京） | Passage formula clinoform model foundation level load test device |
| CN108896391A (en) * | 2018-04-28 | 2018-11-27 | 中北大学 | A kind of simulator of equivalent level load-bearing stake loading process and load transfer mechanism |
| CN108896391B (en) * | 2018-04-28 | 2020-10-02 | 中北大学 | Simulation device for stress process and load transfer mechanism of equivalent horizontal load-bearing pile |
| CN110068505A (en) * | 2018-12-30 | 2019-07-30 | 常州华厦建设工程质量检测有限公司 | A kind of anti-horizontal loading on-site detecting device of guardrail and its application method |
| CN110541438A (en) * | 2019-09-27 | 2019-12-06 | 兰州交通大学 | Anti-slide pile horizontal load test device and method for measuring proportionality coefficient |
| CN111535375B (en) * | 2020-05-22 | 2021-02-26 | 南京工业大学 | Pile foundation horizontal bearing capacity detection system and method |
| CN112695816A (en) * | 2021-01-12 | 2021-04-23 | 四川冶金建筑工程质量检测有限公司 | Foundation pile horizontal load test detection method |
| CN113062373A (en) * | 2021-04-01 | 2021-07-02 | 上海建工七建集团有限公司 | Limit bearing capacity detection device and method for front-supported grouting steel pipe pile |
| CN113737871A (en) * | 2021-09-17 | 2021-12-03 | 中建八局第二建设有限公司 | Device and method for preventing rotation generated in pile horizontal thrust test |
| CN114809121A (en) * | 2022-03-28 | 2022-07-29 | 台州市椒江建设工程质量检测中心有限公司 | Pile foundation horizontal load test device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206189478U (en) | Horizontal pile foundation single pile horizontal load test device | |
| CN206245359U (en) | Foundation pile static loading test device | |
| CN206512764U (en) | A kind of horizontally loading test system for applying vertical load in stake top | |
| CN204738324U (en) | Clump of piles basis single pile vertical bearing capacity detecting system | |
| CN105223087A (en) | Coarse-grained soil seepage flow direct shear test device and method | |
| CN206607614U (en) | A kind of counterforce device for concrete tubular pile loading test | |
| CN205691429U (en) | A kind of tunnel net shell indoor model test device | |
| CN102995669B (en) | Large-tonnage foundation pile uplift-resistant static test connection device, loading counter-force system and method | |
| CN106320392B (en) | A kind of pile foundation test loading device of large-tonnage | |
| CN207829029U (en) | A kind of preloading formula static load of pile foundation experimental provision | |
| CN210376011U (en) | Large-area on-site direct shear test equipment | |
| CN204825999U (en) | Vertical resistance to plucking static test device of single pile | |
| CN204959830U (en) | Detection apparatus for quiet loading test | |
| CN110056019A (en) | A kind of self-balancing static load formula pile foundation test device and construction method | |
| CN111965033A (en) | Anti-floating anchor rod nondestructive testing equipment and construction method | |
| CN206143824U (en) | Pile foundation static test loading system | |
| CN209523236U (en) | A kind of anchored pile-testing method load test Quick Connect Kit | |
| CN208155760U (en) | A kind of hollow square pile beam test device | |
| CN207419550U (en) | Piles By Reflected Wave experiment detection device | |
| CN215330069U (en) | Tubular pile compression test device | |
| CN103147469B (en) | Vertical compression-resistance static load test method for foundation pile of high-rise building | |
| CN107190788A (en) | A kind of pile foundation self-balanced static-load testing displacement observation device | |
| CN215367445U (en) | Pile foundation bearing capacity detection device | |
| KR100954501B1 (en) | Load testing apparatus for pile | |
| CN104674861A (en) | Self-propelled static test vehicle |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170524 Termination date: 20171031 |