CN202512020U - Counter force device for earth surface rock body in situ deformation test - Google Patents
Counter force device for earth surface rock body in situ deformation test Download PDFInfo
- Publication number
- CN202512020U CN202512020U CN2012201403843U CN201220140384U CN202512020U CN 202512020 U CN202512020 U CN 202512020U CN 2012201403843 U CN2012201403843 U CN 2012201403843U CN 201220140384 U CN201220140384 U CN 201220140384U CN 202512020 U CN202512020 U CN 202512020U
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- Prior art keywords
- expansion sleeve
- counter force
- force device
- deformation test
- earth surface
- 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 - Lifetime
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- 239000011435 rock Substances 0.000 title claims abstract description 29
- 238000011065 in-situ storage Methods 0.000 title abstract 4
- 230000005540 biological transmission Effects 0.000 claims description 17
- 230000000694 effects Effects 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract description 2
- 238000004873 anchoring Methods 0.000 abstract 5
- 238000001514 detection method Methods 0.000 abstract 1
- 239000002689 soil Substances 0.000 abstract 1
- 241001074085 Scophthalmus aquosus Species 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a counter force device for an earth surface rock body in situ deformation test, which can realize rapid detection. The counter force device for the earth surface rock body in situ deformation test comprises an anchoring rod, wherein the lower end of the anchoring rod is fixedly connected with a lower cone body, an expansion sleeve and a force transmitting sleeve are sleeved on the anchoring rod, the small end of the lower cone body is inserted into the expansion sleeve, a baffle block capable of moving along the anchoring rod is arranged on the anchoring rod, and the upper end of the force transmitting sleeve supports against the baffle block. The counter force device is conveniently installed with short installation time, so that the whole test process can be completed by only needing 6 days, thus the test period is greatly shortened, the requirement of construction schedule target of engineering is met, and the purpose of rapidly detecting earth surface rock body in-situ deformation is achieved; and in addition, the counter force device has good counter force effect and higher safety. An upper cone body is arranged between the expansion sleeve and the force transmitting sleeve, thus the expansion effect of the expansion sleeve can be increased. The counter force device is suitable for being widely applied in the field of rock-soil engineering.
Description
Technical field
The utility model relates to the Geotechnical Engineering field, especially a kind of counterforce device that is used for face of land rock mass original position deformation test.
Background technology
In the Geotechnical Engineering field, when distortion makes an experiment to the original position of face of land rock mass, need build corresponding counter-force platform usually; And the counter-force platform needs counterforce device to provide counter-force to support, and several kinds of modes below the existing counterforce device that is used for face of land rock mass original position deformation test adopts usually: first kind of mode is the special exploration adit of excavation, utilizes the hole wall of exploration adit to provide counter-force to support; Though this mode counter-force is effective; But the excavation required time of exploration adit is longer, generally; Test needs nearly one month time from beginning to accomplish; Test period is longer, has satisfied not the duration schedule requirement of engineering, can't reach the purpose of fast detecting face of land rock mass original position distortion.The second way is on rock mass, to hole, and in the hole, places deformed bar drag pull bar, with high-grade concrete deformed bar drag pull bar is cast in the rock mass hole then; Installation test equipment again behind the concrete curing; Imposed load is also measured the distortion of rock mass, though this mode easy construction; Concrete curing enhancing needs nearly one month time; Test period is longer, has also satisfied not the duration schedule requirement of engineering, can't reach the purpose of fast detecting face of land rock mass original position distortion.The third mode is to adopt the mode of preloading, thereby promptly utilizes hanging device shipment sandbag and pour into a mould formation counter-force platform with mass concrete, and this mode still need be built the concrete block of big volume; And the concreting curing time is longer; Cause the test period longer, satisfied not the duration schedule requirement of engineering equally, can't reach the purpose of fast detecting face of land rock mass original position distortion; And the counter-force platform of preloading collapses easily in process of the test, causes security incident.
The utility model content
The utility model technical matters to be solved provides a kind of counterforce device that is used for face of land rock mass original position deformation test that can realize fast detecting.
The utility model solves the technical scheme that its technical matters adopted: this is used for the counterforce device of face of land rock mass original position deformation test; Comprise anchor tie; Said anchor tie lower end is fixedly connected with lower cone, and the power transmission cover that on anchor tie, is arranged with expansion sleeve and is used for exerting pressure to expansion sleeve, the small end of said lower cone insert in the expansion sleeve; Anchor tie is provided with the block that can move along anchor tie, and the upper end of power transmission cover withstands on the block.
Further be, be arranged with upper cone on the said anchor tie, and upper cone is between expansion sleeve and power transmission cover, the small end of said upper cone inserts in the expansion sleeve, and the big end end face of upper cone contacts with the lower surface that power transmission is overlapped.
Further be, said block is a nut, and nut and anchor tie are through being threaded.
Further be that the inwall at said expansion sleeve two ends is provided with and the suitable inclined-plane of the conical surface of upper cone or lower cone.
The beneficial effect of the utility model is: this counterforce device only needs counterforce device is put into the good hole of brill on rock mass in advance when mounted, block is moved down, and then through the power transmission cover expansion sleeve is moved downward; Expansion sleeve moves downward the displacement that makes lower cone insert expansion sleeve to be increased, thereby expansion sleeve is expanded, and expansion sleeve compresses the rock mass hole wall after expanding; And then provide counter-force to support, and whole counterforce device is installed very convenient, and the required set-up time is shorter; Make entire test only need just can accomplish in six days, shortened the test period greatly, satisfied the duration schedule requirement of engineering; Reach the purpose of fast detecting face of land rock mass original position distortion; In addition, this counterforce device counter-force is effective, and security is higher.Between expansion sleeve and power transmission cover, upper cone is set, can increases the expansion effect of expansion sleeve, and then improve the effect that counter-force supports.Adopt nut as block, can realize moving of block very easily, operation is very easy.The suitable inclined-plane of the conical surface of setting and upper cone or lower cone on the inwall at expansion sleeve two ends is in order to make in the easier insertion expansion sleeve of upper cone or lower cone.
Description of drawings
Fig. 1 is the structural representation that the utility model is used for the counterforce device of face of land rock mass original position deformation test;
Description of symbols among the figure: anchor tie 1, lower cone 2, expansion sleeve 3, power transmission cover 4, block 5, upper cone 6.
Embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is further specified.
As shown in Figure 1; The counterforce device that this is used for face of land rock mass original position deformation test comprises anchor tie 1, and said anchor tie 1 lower end is fixedly connected with lower cone 2; The power transmission cover 4 that on anchor tie 1, is arranged with expansion sleeve 3 and is used for exerting pressure to expansion sleeve 3; The small end of said lower cone 2 inserts in the expansion sleeve 3, and anchor tie 1 is provided with the block 5 that can move along anchor tie 1, and the upper end of power transmission cover 4 withstands on the block 5.This counterforce device only needs counterforce device is put into the good hole of brill on rock mass in advance when mounted, block 5 is moved down, and then through power transmission cover 4 expansion sleeve 3 is moved downward; Expansion sleeve 3 moves downward the displacement that makes lower cone 2 insert expansion sleeve 3 to be increased, thereby expansion sleeve 3 is expanded, and compresses the rock mass hole wall after expansion sleeve 3 expands; And then provide counter-force to support, and whole counterforce device is installed very convenient, and the required set-up time is shorter; Make entire test only need just can accomplish in six days, shortened the test period greatly, satisfied the duration schedule requirement of engineering; Reach the purpose of fast detecting face of land rock mass original position distortion; In addition, this counterforce device counter-force is effective, and security is higher.
In above-mentioned implementation process,, be arranged with upper cone 6 on the said anchor tie 1 in order to improve the effect that counter-force supports; And upper cone 6 is between expansion sleeve 3 and power transmission cover 4, and the small end of said upper cone 6 inserts in the expansion sleeve 3, and the big end end face of upper cone 6 contacts with the lower surface of power transmission cover 4; Between expansion sleeve 3 and power transmission cover 4, upper cone 6 is set; Expanded simultaneously in expansion sleeve 3 two ends, increase the expansion effect of expansion sleeve 3, and then improve the effect that counter-force supports; Even rock crushing also can provide enough counter-forces to support.
Further, said block 5 can adopt numerous embodiments, for example; Can adopt sleeve, modes such as fixture block realize, as preferred mode are: said block 5 is nut; Nut and anchor tie 1 adopt nut as block 5 through being threaded, and can realize moving of block 5 very easily; Only need rotating nut can realize moving or moving down, operation is very easy.
In addition, in order to make in upper cone 6 or the lower cone 2 easier insertion expansion sleeves 3, the inwall at expansion sleeve 3 two ends is provided with the suitable inclined-plane of the conical surface with upper cone 6 or lower cone 2.
Claims (4)
1. the counterforce device that is used for face of land rock mass original position deformation test; Comprise anchor tie (1); It is characterized in that: said anchor tie (1) lower end is fixedly connected with lower cone (2), and the power transmission cover (4) that on anchor tie (1), is arranged with expansion sleeve (3) and is used for exerting pressure to expansion sleeve (3), the small end of said lower cone (2) insert in the expansion sleeve (3); Anchor tie (1) is provided with can be along the mobile block (5) of anchor tie (1), and the upper end of power transmission cover (4) withstands on the block (5).
2. the counterforce device that is used for face of land rock mass original position deformation test as claimed in claim 1; It is characterized in that: be arranged with upper cone (6) on the said anchor tie (1); And upper cone (6) is positioned between expansion sleeve (3) and the power transmission cover (4); The small end of said upper cone (6) inserts in the expansion sleeve (3), and the big end end face of upper cone (6) contacts with the lower surface of power transmission cover (4).
3. the counterforce device that is used for face of land rock mass original position deformation test as claimed in claim 2 is characterized in that: said block (5) is a nut, and nut and anchor tie (1) are through being threaded.
4. the counterforce device that is used for face of land rock mass original position deformation test as claimed in claim 3 is characterized in that: the inwall at said expansion sleeve (3) two ends is provided with and the conical surface of upper cone (6) or the suitable inclined-plane of the conical surface of lower cone (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201403843U CN202512020U (en) | 2012-04-05 | 2012-04-05 | Counter force device for earth surface rock body in situ deformation test |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201403843U CN202512020U (en) | 2012-04-05 | 2012-04-05 | Counter force device for earth surface rock body in situ deformation test |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202512020U true CN202512020U (en) | 2012-10-31 |
Family
ID=47064498
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201403843U Expired - Lifetime CN202512020U (en) | 2012-04-05 | 2012-04-05 | Counter force device for earth surface rock body in situ deformation test |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202512020U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104165799A (en) * | 2014-07-28 | 2014-11-26 | 辽宁省水利水电科学研究院 | Anchoring counterforce device for roller compacted concrete in-situ shear test |
| CN104165800A (en) * | 2014-07-28 | 2014-11-26 | 辽宁省水利水电科学研究院 | Expandable bolt for roller compacted concrete in-situ shear test |
| CN108593425A (en) * | 2018-06-22 | 2018-09-28 | 中国电建集团贵阳勘测设计研究院有限公司 | Counter-force loading device for open-air rock mass mechanical test |
-
2012
- 2012-04-05 CN CN2012201403843U patent/CN202512020U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104165799A (en) * | 2014-07-28 | 2014-11-26 | 辽宁省水利水电科学研究院 | Anchoring counterforce device for roller compacted concrete in-situ shear test |
| CN104165800A (en) * | 2014-07-28 | 2014-11-26 | 辽宁省水利水电科学研究院 | Expandable bolt for roller compacted concrete in-situ shear test |
| CN108593425A (en) * | 2018-06-22 | 2018-09-28 | 中国电建集团贵阳勘测设计研究院有限公司 | Counter-force loading device for open-air rock mass mechanical test |
| CN108593425B (en) * | 2018-06-22 | 2024-03-19 | 中国电建集团贵阳勘测设计研究院有限公司 | Counterforce loading device for open-air rock mass mechanical test |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: The North Qingyang District of Chengdu City, Sichuan Province, No. 610072 Patentee after: Chengdu Hydroelectric Investigation & Design Institute of SPC Address before: The North Qingyang District of Chengdu City, Sichuan Province, No. 610072 Patentee before: Chengdu Hydroelectric Investigation & Design Institute of China Hydropower Consu |
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| C56 | Change in the name or address of the patentee |
Owner name: CHINA POWER GROUP CHENGDU INVESTIGATION DESIGN + R Free format text: FORMER NAME: CHENGDU HYDROELECTRIC INVESTIGATION + DESIGN INSTITUTE OF SPC |
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| CP01 | Change in the name or title of a patent holder |
Address after: The North Qingyang District of Chengdu City, Sichuan Province, No. 610072 Patentee after: Co., Ltd of Chengdu survey and design academy of electricity Jian group of China Address before: The North Qingyang District of Chengdu City, Sichuan Province, No. 610072 Patentee before: Chengdu Hydroelectric Investigation & Design Institute of SPC |
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| CX01 | Expiry of patent term |
Granted publication date: 20121031 |
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| CX01 | Expiry of patent term |