CN204753568U - Transverse orientation building stake of difficult wearing and tearing of locating pin - Google Patents
Transverse orientation building stake of difficult wearing and tearing of locating pin Download PDFInfo
- Publication number
- CN204753568U CN204753568U CN201520556887.2U CN201520556887U CN204753568U CN 204753568 U CN204753568 U CN 204753568U CN 201520556887 U CN201520556887 U CN 201520556887U CN 204753568 U CN204753568 U CN 204753568U
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- CN
- China
- Prior art keywords
- pile body
- located lateral
- transverse orientation
- pin
- round pin
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- Expired - Fee Related
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Abstract
The utility model discloses a transverse orientation building stake of difficult wearing and tearing of locating pin, including the cylinder pile body, the pile body bottom is equipped with most advanced decurrent pile pyramis, and the pile body internal surface encloses into the inner chamber, is equipped with the decurrent through -hole that inclines from inside to outside on the pile body lateral wall, and sliding fit is equipped with the transverse orientation round pin in the through -hole, and it is equipped with the stand to slide to insert in the inner chamber, and stand bottom an organic whole is equipped with promotes the pyramis, the inner upper portion of transverse orientation round pin be with promote the last cambered surface of pyramis looks adaptation, the inner lower part of transverse orientation round pin be with the lower camber side of cylinder pile body looks adaptation. Owing to set up the transverse orientation structure more than two -layer, the transverse orientation round pin in every layer of transverse orientation structure has all strengthened the load carrying capacity of building stake, consequently adopts the utility model discloses a structure, even if the upper portion load is great, the phenomenon that also is difficult for appearing subsiding. The inner upper portion of transverse orientation round pin be with the last cambered surface of the distribution pyramis looks adaptation of stand makes the utility model discloses more difficult damage.
Description
Technical field
The utility model relates to technical field of buildings, particularly relates to the stake of a kind of building.
Background technology
In modern architecture field, building stake obtains applies widely, has the concrete form such as piling bar, concrete pile.The existing structure of building stake comprises cylindrical pile body, and pile body bottom is provided with the tapering of pointed end, to squeeze into ground downwards.Existing building stake only relies on the frictional force of pile body external surface and soil to bear upper load, and bearing capacity is limited; When the upper load that building pile is subject to is larger, easily there is the phenomenon of sedimentation.
Utility model content
The purpose of this utility model is to provide a kind of building stake utilizing alignment pin to improve the bearing capacity of building stake, and the alignment pin of this building stake is in use not fragile.
For achieving the above object, the stake of alignment pin of the present utility model nonabradable located lateral building, comprise cylindrical shape pile body, pile body bottom is provided with the piling tapering of pointed end, pile body inner surface surrounds inner chamber, and pile body sidewall is provided with the through hole under being tilted to from inside to outside, and being slidably matched in through hole is provided with located lateral pin, slide in inner chamber and be inserted with column, column bottom is integrally formed with promotes tapering;
The inner top of described located lateral pin is in the upper cambered surface suitable with described distribution tapering, and the inner bottom of described located lateral pin is in the lower camber side suitable with described cylindrical shape pile body.
Described located lateral pin and through hole are evenly distributed with four and form one deck transverse location structure on the horizontal section of pile body; Described pile body is vertically interval with two-layer above transverse location structure.
Its radially outer end of described located lateral pin is in most advanced and sophisticated taper outwardly.
The utility model has following advantage:
Owing to being provided with two-layer above transverse location structure, located lateral pin in every layer of transverse location structure all enhances the load ability to bear of building stake, therefore adopts structure of the present utility model, even if upper load is larger, also not easily there is the phenomenon of sedimentation, very practical.
The inner top of located lateral pin is in the upper cambered surface suitable with the distribution tapering of described column, when column from top to bottom inserts, whole upper cambered surface all can connect with distribution tapering, and contact surface is comparatively large thus reduce the pressure born part of the force, thus more difficult damage.If the inner of located lateral pin is perpendicular, then the distribution tapering of this perpendicular and column will form linear contact lay, and lifting surface area reduces greatly, and pressure increases greatly, and stress surface is easily damaged, and affects result of use.
The inner bottom of located lateral pin is in the lower camber side suitable with described cylindrical shape pile body, when after the whole insertion of column, the inner bottom of located lateral pin can hold pile body tightly, make the form that located lateral pin contacts with the face of remaining between pile body, the contact portion avoiding linear contact lay to bring equally bear pressure excessive, hold flimsy problem.
Its radially outer end of located lateral pin is most advanced and sophisticated taper outwardly, convenient insertion soil.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the structural representation of located lateral pin;
Fig. 4 is the top view of Fig. 3.
Detailed description of the invention
As shown in Figures 1 to 4, the utility model discloses the stake of a kind of alignment pin nonabradable located lateral building, comprise cylindrical shape pile body 1, pile body 1 bottom is provided with the piling tapering 2 of pointed end, pile body 1 inner surface surrounds inner chamber 3, and the through hole 4 under pile body 1 sidewall is provided with and is tilted to from inside to outside, is slidably matched in through hole 4 and is provided with located lateral pin 5, slide in inner chamber 3 and be inserted with column 6, column 6 is suitable with inner chamber 3; Column 6 bottom is integrally formed with promotes tapering 7;
The inner top of described located lateral pin 5 is in cambered surface 8 on the taper type suitable with described distribution tapering 7, and the inner bottom of described located lateral pin 5 is in the cylindrical shape lower camber side 9 suitable with described cylindrical shape pile body 1.
Described located lateral pin 5 and through hole 4 are evenly distributed with four and form one deck transverse location structure on the horizontal section of pile body 1; Described pile body 1 is vertically interval with two-layer above transverse location structure.
Its radially outer end of described located lateral pin 5 is that most advanced and sophisticated taper is outwardly to insert soil.
During use, first pile body 1 is squeezed into ground, and then column 6(is promoted tapering 7 down) insert the inner chamber 3 of pile body 1.When promoting tapering 7 by one deck transverse location structure, the side of promoting tapering 7 crimps mutually with the upper cambered surface 8 of this layer of each located lateral pin 5 the inner and each located lateral pin 5 is radially released the through hole 4 of pile body 1 sidewall, each located lateral pin 5 is stretched among soil layer along the direction under being tilted to, thus greatly strengthens load ability to bear of the present utility model.
Above embodiment is the unrestricted the technical solution of the utility model in order to explanation only, although be described in detail the utility model with reference to above-described embodiment, those of ordinary skill in the art is to be understood that: still can modify to the utility model or equivalent replacement, and not departing from any modification or partial replacement of spirit and scope of the present utility model, it all should be encompassed in the middle of right of the present utility model.
Claims (3)
1. alignment pin nonabradable located lateral building stake, it is characterized in that: comprise cylindrical shape pile body, pile body bottom is provided with the piling tapering of pointed end, pile body inner surface surrounds inner chamber, pile body sidewall is provided with the through hole under being tilted to from inside to outside, be slidably matched in through hole and be provided with located lateral pin, sliding in inner chamber is inserted with column, and column bottom is integrally formed with promotes tapering;
The inner top of described located lateral pin is in the upper cambered surface suitable with described distribution tapering, and the inner bottom of described located lateral pin is in the lower camber side suitable with described cylindrical shape pile body.
2. the stake of alignment pin according to claim 1 nonabradable located lateral building, is characterized in that: described located lateral pin and through hole are evenly distributed with four and form one deck transverse location structure on the horizontal section of pile body; Described pile body is vertically interval with two-layer above transverse location structure.
3. alignment pin according to claim 1 nonabradable located lateral building stake, is characterized in that: its radially outer end of described located lateral pin is in most advanced and sophisticated taper outwardly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520556887.2U CN204753568U (en) | 2015-07-29 | 2015-07-29 | Transverse orientation building stake of difficult wearing and tearing of locating pin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520556887.2U CN204753568U (en) | 2015-07-29 | 2015-07-29 | Transverse orientation building stake of difficult wearing and tearing of locating pin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204753568U true CN204753568U (en) | 2015-11-11 |
Family
ID=54468294
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520556887.2U Expired - Fee Related CN204753568U (en) | 2015-07-29 | 2015-07-29 | Transverse orientation building stake of difficult wearing and tearing of locating pin |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204753568U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839617A (en) * | 2016-05-25 | 2016-08-10 | 浙江乔兴建设集团有限公司 | High-stability building pile |
| CN105862857A (en) * | 2016-05-25 | 2016-08-17 | 浙江乔兴建设集团有限公司 | Width-adjustable building pile |
| CN105862726A (en) * | 2016-05-25 | 2016-08-17 | 浙江乔兴建设集团有限公司 | Building pile with side piles |
| CN107119676A (en) * | 2017-05-09 | 2017-09-01 | 成都市容德建筑劳务有限公司 | pile |
| CN107190733A (en) * | 2017-05-25 | 2017-09-22 | 成都市容德建筑劳务有限公司 | It is a kind of to facilitate sized pile |
| CN107237320A (en) * | 2017-08-15 | 2017-10-10 | 张家港市兴鸿达基础有限公司 | The pile foundation that a kind of antidetonation is strengthened |
| CN107386280A (en) * | 2017-08-15 | 2017-11-24 | 张家港市兴鸿达基础有限公司 | A kind of pile foundation of the spacing reinforcement in bottom |
| CN107816053A (en) * | 2017-11-27 | 2018-03-20 | 佛山科学技术学院 | A kind of pile structure of civil engineering |
| CN111287174A (en) * | 2020-03-18 | 2020-06-16 | 广州地铁设计研究院股份有限公司 | Prefabricated root-based pile and construction method thereof |
| CN114737560A (en) * | 2022-04-29 | 2022-07-12 | 中交一公局集团有限公司 | Tubular pile assembly |
-
2015
- 2015-07-29 CN CN201520556887.2U patent/CN204753568U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862857B (en) * | 2016-05-25 | 2024-03-22 | 浙江乔兴建设集团有限公司 | Width-adjustable building pile |
| CN105862857A (en) * | 2016-05-25 | 2016-08-17 | 浙江乔兴建设集团有限公司 | Width-adjustable building pile |
| CN105862726A (en) * | 2016-05-25 | 2016-08-17 | 浙江乔兴建设集团有限公司 | Building pile with side piles |
| CN105839617B (en) * | 2016-05-25 | 2024-03-22 | 浙江乔兴建设集团有限公司 | High firm building stake |
| CN105839617A (en) * | 2016-05-25 | 2016-08-10 | 浙江乔兴建设集团有限公司 | High-stability building pile |
| CN105862726B (en) * | 2016-05-25 | 2024-03-22 | 浙江乔兴建设集团有限公司 | Building pile with side piles |
| CN107119676A (en) * | 2017-05-09 | 2017-09-01 | 成都市容德建筑劳务有限公司 | pile |
| CN107190733A (en) * | 2017-05-25 | 2017-09-22 | 成都市容德建筑劳务有限公司 | It is a kind of to facilitate sized pile |
| CN107386280A (en) * | 2017-08-15 | 2017-11-24 | 张家港市兴鸿达基础有限公司 | A kind of pile foundation of the spacing reinforcement in bottom |
| CN107237320A (en) * | 2017-08-15 | 2017-10-10 | 张家港市兴鸿达基础有限公司 | The pile foundation that a kind of antidetonation is strengthened |
| CN107816053A (en) * | 2017-11-27 | 2018-03-20 | 佛山科学技术学院 | A kind of pile structure of civil engineering |
| CN111287174A (en) * | 2020-03-18 | 2020-06-16 | 广州地铁设计研究院股份有限公司 | Prefabricated root-based pile and construction method thereof |
| CN114737560A (en) * | 2022-04-29 | 2022-07-12 | 中交一公局集团有限公司 | Tubular pile assembly |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20151111 Termination date: 20160729 |