CN203569581U - Anti-skidding and anti-seismic building pile - Google Patents
Anti-skidding and anti-seismic building pile Download PDFInfo
- Publication number
- CN203569581U CN203569581U CN201320718555.0U CN201320718555U CN203569581U CN 203569581 U CN203569581 U CN 203569581U CN 201320718555 U CN201320718555 U CN 201320718555U CN 203569581 U CN203569581 U CN 203569581U
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- China
- Prior art keywords
- pile foundation
- pile
- seismic
- skidding
- bearing platform
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- Expired - Fee Related
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Abstract
The utility model provides an anti-skidding and anti-seismic building pile. The anti-skidding and anti-seismic building pile comprises a pile foundation, a bearing platform and a top plate. The lower portion of the pile foundation is provided with a pile toe, the two sides of the pile foundation are provided with water inlet holes, water outlet holes are formed inside the pile foundation, the lower portion of the bearing platform is connected with the pile foundation through a supporting column and a support, the upper portion of the bearing platform is connected with the top plate through an ejector column, the two sides of the ejector column are provided with rib plates, an anti-seismic cushion is arranged between the supporting column and the pile foundation, and the anti-seismic cushion is a silica gel cushion which is abrasion resistant and corrosion resistant and has very good elastoplasticity. The water inlet holes and the water outlet holes are communicated, and springs are arranged in the supporting column and the support. The anti-skidding and anti-seismic building pile has the advantages that the structure is simple, the moisture in the soil is drained, the pressure water is reduced, the anti-skidding capability is improved, the energy of seismic waves can be absorbed, deformation is reduced, the integrity of a building is guaranteed, and the life and property safety of people is guaranteed.
Description
Technical field
The utility model relates to civil engineering work field, relates in particular to a kind of building stake of antiskid antidetonation.
Background technology
In the many places of underground water, such as near riverbank or in deep ground, thereby the press water in the soil body is easy to cause the inclination of pile foundation, corrosion to cause unstability, causes danger.In some earthquake-prone regions, seismic wave impacts, and takes the lead in acting on building stake upper, and building stake destructions that deforms, further just can cause the damage of building, as long as an integrality that can guarantee to build, just can guarantee to a great extent the safety of building.
Utility model content
The purpose of this utility model is to overcome weak point of the prior art, and a kind of building stake of antiskid antidetonation is provided.
In order to achieve the above object, the utility model is achieved through the following technical solutions:
A kind of building stake of antiskid antidetonation, comprise pile foundation, bearing platform and top board, pile foundation bottom is provided with pile top, pile foundation both sides are provided with inlet opening, pile foundation inside is provided with weep hole, bearing platform bottom is connected with pile foundation with support by support column, and bearing platform top is connected with top board by fore-set, and fore-set both sides are provided with gusset.
Between further described support column and pile foundation, be provided with antidetonation cushion, antidetonation cushion is wear-resisting, corrosion resistant silica gel rubber cushion, has good elastoplasticity, and inlet opening and weep hole are interconnected, and support column and internal stent are provided with spring.
The utlity model has following beneficial effect:
The building stake of antiskid antidetonation of the present utility model, simple in structure, discharge the moisture in soil, reduce press water, improve anti-slide performance, can absorb the energy of seismic wave, Reducing distortion, guarantees the integrality of building, has guaranteed people's safety of life and property.
Accompanying drawing explanation
Fig. 1 is building pilework figure provided by the utility model.
Symbol description:
1: pile foundation 2: bearing platform 3: top board 4: fore-set 5: gusset 6: support column
7: support 8: pile top 9: inlet opening 10: weep hole 11: antidetonation cushion
12: spring
The specific embodiment
Below in conjunction with drawings and Examples, the utility model will be further described.
As a kind of embodiment of the present utility model, consult Fig. 1, a kind of building stake of antiskid antidetonation, comprise pile foundation 1, bearing platform 2 and top board 3, pile foundation 1 bottom is provided with pile top 8, and pile foundation 1 both sides are provided with inlet opening 9, pile foundation 1 inside is provided with weep hole 10, bearing platform 2 bottoms are connected with pile foundation 1 with support 7 by support column 6, and bearing platform 2 tops are connected with top board 3 by fore-set 4, and fore-set 4 both sides are provided with gusset 5.
Between further described support column 6 and pile foundation 1, be provided with antidetonation cushion 11, antidetonation cushion 11 is wear-resisting, corrosion resistant silica gel rubber cushions, has good elastoplasticity, and inlet opening 9 and weep hole 10 are interconnected, and support column 6 and support 7 inside are provided with spring 12.
Building stake is thrown in moistening ground, and the pressure in soil can make water from inlet opening 9, then from weep hole 10, discharges, and can get rid of the press water in the soil body like this, improves the anti-slide performance of building stake.Once generation earthquake, the antidetonation cushion 11 arranging between pile foundation 1 and bearing platform 2 is elastomeric materials, can play cushioning effect, longitudinally seismic wave teetertotters building, there is deformation in the spring 12 of support column 6 and support 7 inside, avoid building acutely to rock up and down, destroy, guarantee the integrality of fabric structure.
In sum; the utility model is only illustrated an embodiment of the building stake of antiskid antidetonation; but the utility model is not limited to this; it will be appreciated by those skilled in the art that in the situation that do not depart from the protection domain that claims of the present utility model record and can change arbitrarily and revise.
Claims (3)
1. the building stake of an antiskid antidetonation, it is characterized in that, comprise pile foundation (1), bearing platform (2) and top board (3), pile foundation (1) bottom is provided with pile top (8), pile foundation (1) both sides are provided with inlet opening (9), pile foundation (1) inside is provided with weep hole (10), bearing platform (2) bottom is connected with pile foundation (1) with support (7) by support column (6), bearing platform (2) top is connected with top board (3) by fore-set (4), and fore-set (4) both sides are provided with gusset (5).
2. the building stake of antiskid antidetonation as claimed in claim 1, is characterized in that, between described support column (6) and pile foundation (1), is provided with antidetonation cushion (11).
3. the building stake of antiskid antidetonation as claimed in claim 1 or 2, is characterized in that, described antidetonation cushion (11) is wear-resisting, corrosion resistant silica gel rubber cushion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320718555.0U CN203569581U (en) | 2013-11-15 | 2013-11-15 | Anti-skidding and anti-seismic building pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320718555.0U CN203569581U (en) | 2013-11-15 | 2013-11-15 | Anti-skidding and anti-seismic building pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203569581U true CN203569581U (en) | 2014-04-30 |
Family
ID=50537320
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320718555.0U Expired - Fee Related CN203569581U (en) | 2013-11-15 | 2013-11-15 | Anti-skidding and anti-seismic building pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203569581U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389307A (en) * | 2014-12-08 | 2015-03-04 | 中铁西北科学研究院有限公司勘察设计分公司 | Self-resetting slide-resistant pile structure with energy consumption function and implementation method thereof |
| CN105756053A (en) * | 2016-02-24 | 2016-07-13 | 张日龙 | Building pile |
| CN106351209A (en) * | 2016-09-21 | 2017-01-25 | 成都启立辰智科技有限公司 | Concrete pile |
| CN109339045A (en) * | 2018-11-27 | 2019-02-15 | 派尔泰科机械科技（天津）有限公司 | A kind of New hammer structural assembly |
-
2013
- 2013-11-15 CN CN201320718555.0U patent/CN203569581U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389307A (en) * | 2014-12-08 | 2015-03-04 | 中铁西北科学研究院有限公司勘察设计分公司 | Self-resetting slide-resistant pile structure with energy consumption function and implementation method thereof |
| CN105756053A (en) * | 2016-02-24 | 2016-07-13 | 张日龙 | Building pile |
| CN107675701A (en) * | 2016-02-24 | 2018-02-09 | 张日龙 | One kind building stake |
| CN107700476A (en) * | 2016-02-24 | 2018-02-16 | 张日龙 | One kind building stake |
| CN107675701B (en) * | 2016-02-24 | 2019-08-02 | 十一冶建设集团有限责任公司 | A kind of building stake |
| CN107700476B (en) * | 2016-02-24 | 2019-12-17 | 广州市卓爵建筑工程有限公司 | building pile |
| CN106351209A (en) * | 2016-09-21 | 2017-01-25 | 成都启立辰智科技有限公司 | Concrete pile |
| CN109339045A (en) * | 2018-11-27 | 2019-02-15 | 派尔泰科机械科技（天津）有限公司 | A kind of New hammer structural assembly |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: TIAN JINSONG Free format text: FORMER OWNER: XUCHANG COLLEGE Effective date: 20150228 Free format text: FORMER OWNER: WANG HONGMEI Effective date: 20150228 Owner name: WANG HONGMEI Effective date: 20150228 Owner name: SHENZHEN RUIKAILONG BUILDING ENGINEERING CO., LTD. Free format text: FORMER OWNER: TIAN JINSONG Effective date: 20150228 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 461000 XUCHANG, HENAN PROVINCE TO: 636600 BAZHONG, SICHUAN PROVINCE Free format text: CORRECT: ADDRESS; FROM: 636600 BAZHONG, SICHUAN PROVINCE TO: 518000 SHENZHEN, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150228 Address after: 518000, Guangdong province Shenzhen Longgang District South Bay Street Nanling village community south Crystal Village 2, building 3, Room 301 Patentee after: SHENZHEN RUIKAILONG CONSTRUCTION Co.,Ltd. Address before: 5, room 6, unit 66, Hu Jia lane, Bazhou District, Sichuan, Bazhong, 636600 Patentee before: Tian Jinsong Patentee before: Wang Hongmei Effective date of registration: 20150228 Address after: 5, room 6, unit 66, Hu Jia lane, Bazhou District, Sichuan, Bazhong, 636600 Patentee after: Tian Jinsong Patentee after: Wang Hongmei Address before: Xuchang City, Henan province 461000 Weidu District of Xueyuan Road Xuchang University Patentee before: XUCHANG University |
|
| 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: 20140430 Termination date: 20191115 |