CN205954716U - A counterforce device for foundation pile resistance to compression static test - Google Patents
A counterforce device for foundation pile resistance to compression static test Download PDFInfo
- Publication number
- CN205954716U CN205954716U CN201620852317.2U CN201620852317U CN205954716U CN 205954716 U CN205954716 U CN 205954716U CN 201620852317 U CN201620852317 U CN 201620852317U CN 205954716 U CN205954716 U CN 205954716U
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- CN
- China
- Prior art keywords
- buttress
- support beam
- jack
- foundation pile
- counterforce device
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- 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.)
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model belongs to the construction machinery field relates to a counterforce device for foundation pile resistance to compression static test. The device includes the jack, and the top of jack is provided with a supporting beam, and load is evenly stacked to a supporting beam top, is buttresses in a supporting beam's below both sides, characterized by: it is connected as an organic wholely to pass through connecting device at a supporting beam with the buttress. The utility model discloses an advantage embodies through erection joint on the secondary beam to the connecting device of buttress for the weight of heavy object and buttress can be used in test on the platform, the counter weight availability factor is improved, reduce the weight of the heavy object on the platform, can effectively reduce too bigly because of heap loading capacity, arouse that the secondary beam warp the probability of the incident that causes.
Description
Technical field
This utility model belongs to building machinery field, is related to a kind of counterforce device for foundation pile compressive static load test.
Background technology
In static test, the load acting in stake is typically provided by counterforce device.The easy-to-use degree of counterforce device is direct
Affect process and the result of test, conventional has ballasting platform counterforce device.Ballasting platform counterforce device is exactly to make in stake top
One bearing platform, upper heap weight are set with girder steel, rely on and be placed on the jack on pile crown by platform progressively jack-up, thus power is applied
It is added to pile body.Existing ballasting platform counterforce device is that weight is placed on the buttress of both sides, and this is general contemporary devices.Mainly
Deficiency is to only used weight on platform, and the weight of buttress does not use, and counterweight service efficiency is low.
Content of the invention
Main purpose of the present utility model is：There is provided a kind of counterforce device of foundation pile compressive static load test so that in base
The weight of weight and buttress on platform can be used, it is possible to increase counterweight service efficiency and detection effect in stake compressive static load test
Rate.
In order to reach the above object, basic technical scheme of the present utility model is：A kind of foundation pile compression dead load that is used for tries
The counterforce device tested, including jack, the top of jack is provided with support beam, uniformly stacks load, propping up above support beam
The lower section both sides of support beam are buttresses；It is characterized in that：Connected as one by attachment means with buttress in support beam.
Described attachment means include medicated pillow beam, inserted sheet, sleeve, grade beam；Described medicated pillow beam is located at buttress position
Support on top surface of the beam, its two ends is stretched out support beam both sides and is connected with two inserted sheet upper ends respectively；The hypomere setting of two inserted sheets
The pin hole of level, is enclosed within two inserted sheet hypomeres and by slotting with what pin hole coordinated positioned at two sleeve upper ends of buttress both sides
Pin is connected with inserted sheet；Described grade beam is located at buttress subjacent, and grade beam is provided with a pair of contiguous block positioned at buttress both sides, institute
The jack hole stating contiguous block with two sleeve lower ends is connected by latch.
Pin hole on described inserted sheet is from top to bottom provided with multiple.
Advantage of the present utility model is embodied in：1st, by support beam and buttress are connected as a single entity, can use flat in test
The weight of weight and buttress on platform, improves counterweight service efficiency；2nd, reduce the weight of the weight on platform, can effectively reduce because of heap
Loading capacity is excessive, causes support beam to deform the probability of the security incident causing.3rd, effectively increase the efficiency of static loading experiment.
Brief description
Fig. 1 is the structural representation of this utility model embodiment；
The plate-inserting structure schematic diagram of Fig. 2 this utility model embodiment；
Fig. 3 is the vertical section structure schematic diagram of Fig. 2；
Fig. 4 is the sleeve schematic diagram of this utility model embodiment；
Fig. 5 is the schematic cross-section of Fig. 4.
Specific embodiment
As illustrated, the counterforce device that this is used for foundation pile compressive static load test includes jack 9, the top of jack 9 sets
It is equipped with support beam 5, uniformly stack load 7 above support beam, be buttress 2 in the lower section both sides of support beam 5；Support beam 5 with
Pier 2 is connected as one by attachment means.Attachment means include medicated pillow beam 6, inserted sheet 4, sleeve 3, grade beam 1；Described medicated pillow beam 6
On support beam 5 top surface of buttress position, its two ends is stretched out support beam both sides and is connected with two inserted sheet 4 upper ends respectively
Connect；The hypomere of two inserted sheets arranges the pin hole 41 of level, and two sleeve upper ends positioned at buttress both sides are enclosed within two inserted sheets
Section and by being connected with inserted sheet with the latch that pin hole coordinates；Grade beam 1 is located at buttress subjacent, grade beam is provided be located at and props up
A pair of contiguous block 11 of pier both sides, described contiguous block is connected by latch with the jack hole of two sleeve 3 lower ends.On inserted sheet 4
Pin hole 41 be from top to bottom provided with multiple, can selectively with sleeve connection, with adjust connect height.
During work, by loading jack 9, by support beam 5 jack-up, medicated pillow beam 6 is placed in support beam 5, in support beam
Stack load 7, medicated pillow beam 6 both sides ledge is inserted into the square in the hole of inserted sheet 4 top, and is fixed with bearing pin.Under inserted sheet 4
Duan Yousan circular hole, sleeve 3 is enclosed within the outside of inserted sheet 4, and sleeve 3 also comprises 2 circular holes, adjusts the position of inserted sheet 4 and sleeve 3,
According to practical situation, select the hole on inserted sheet 4 can be coupled together inserted sheet 4 and sleeve 3 with latch.The lower end of sleeve 3
It is inserted in the fixing hole of grade beam 1, and fixed with latch.Buttress 2 is placed on grade beam 1, can be by buttress 2 by attachment means
It is connected with support beam 5 so that the weight of weight and buttress on platform can be used in test, improve counterweight using effect
Rate.
Claims (3)
1. a kind of counterforce device for foundation pile compressive static load test, including jack（9）, jack（9）Top be provided with
Support beam（5）, above support beam, uniformly stack load（7）, in support beam（5）Lower section both sides be buttress（2）；It is characterized in that：
In support beam（5）With buttress（2）Connected as one by attachment means.
2. the counterforce device for foundation pile compressive static load test according to claim 1, is characterized in that：Described attachment means
Include medicated pillow beam（6）, inserted sheet（4）, sleeve（3）, grade beam（1）；Described medicated pillow beam（6）Support beam positioned at buttress position
（5）On top surface, its two ends stretch out support beam both sides and respectively with two inserted sheets（4）Upper end connects；The hypomere setting of two inserted sheets
The pin hole of level（41）, it is enclosed within two inserted sheet hypomeres and by coordinating with pin hole positioned at two sleeve upper ends of buttress both sides
Latch be connected with inserted sheet；Described grade beam（1）Positioned at buttress subjacent, grade beam is provided with connecting for a pair positioned at buttress both sides
Connect block（11）, described contiguous block and two sleeves（3）The jack hole of lower end is connected by latch.
3. the counterforce device for foundation pile compressive static load test according to claim 2, is characterized in that：Described inserted sheet（4）
On pin hole（41）From top to bottom it is provided with multiple.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620852317.2U CN205954716U (en) | 2016-08-08 | 2016-08-08 | A counterforce device for foundation pile resistance to compression static test |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620852317.2U CN205954716U (en) | 2016-08-08 | 2016-08-08 | A counterforce device for foundation pile resistance to compression static test |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205954716U true CN205954716U (en) | 2017-02-15 |
Family
ID=57973913
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620852317.2U Expired - Fee Related CN205954716U (en) | 2016-08-08 | 2016-08-08 | A counterforce device for foundation pile resistance to compression static test |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205954716U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9938714B2 (en) * | 2016-03-24 | 2018-04-10 | Omg, Inc. | Hinged building shrinkage compensation device |
| CN108775995A (en) * | 2018-06-14 | 2018-11-09 | 河海大学 | A kind of multi-functional loading frame and stake shock test method |
| CN110864888A (en) * | 2019-11-21 | 2020-03-06 | 长安大学 | Analog loading device and loading method for tunnel lock pin anchor pipe |
| US10745913B2 (en) | 2016-03-24 | 2020-08-18 | Omg, Inc. | Building shrinkage compensation device with rotating gears |
| CN111622276A (en) * | 2020-05-26 | 2020-09-04 | 武汉弘泰建筑工程质量检测有限公司 | Method for detecting vertical pressure-pull resistance of single pile foundation |
| CN114703908A (en) * | 2022-03-16 | 2022-07-05 | 中交天津港湾工程研究院有限公司 | Method for carrying out foundation pile static load test by using Bailey truss as buttress |
-
2016
- 2016-08-08 CN CN201620852317.2U patent/CN205954716U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9938714B2 (en) * | 2016-03-24 | 2018-04-10 | Omg, Inc. | Hinged building shrinkage compensation device |
| US10151107B2 (en) | 2016-03-24 | 2018-12-11 | Omg, Inc. | Hinged building shrinkage compensation device |
| US10745913B2 (en) | 2016-03-24 | 2020-08-18 | Omg, Inc. | Building shrinkage compensation device with rotating gears |
| CN108775995A (en) * | 2018-06-14 | 2018-11-09 | 河海大学 | A kind of multi-functional loading frame and stake shock test method |
| CN110864888A (en) * | 2019-11-21 | 2020-03-06 | 长安大学 | Analog loading device and loading method for tunnel lock pin anchor pipe |
| CN110864888B (en) * | 2019-11-21 | 2022-02-18 | 长安大学 | Analog loading device and loading method for tunnel lock pin anchor pipe |
| CN111622276A (en) * | 2020-05-26 | 2020-09-04 | 武汉弘泰建筑工程质量检测有限公司 | Method for detecting vertical pressure-pull resistance of single pile foundation |
| CN114703908A (en) * | 2022-03-16 | 2022-07-05 | 中交天津港湾工程研究院有限公司 | Method for carrying out foundation pile static load test by using Bailey truss as buttress |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 212000 No. 8 Honshan Road, Zhenjiang City, Jiangsu Province Patentee after: ZHENJIANG CONSTRUCTION ENGINEERING QUALITY INSPECTION CENTER Co.,Ltd. Address before: 212000 No. 8 Honshan Road, Zhenjiang City, Jiangsu Province Patentee before: ZHENJIANG JIANKE ENGINEERING QUALITY CHECKING AND MEASURING CENTER Co.,Ltd. |
|
| 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: 20170215 Termination date: 20210808 |