CN204703153U - A kind of barb type construction pile - Google Patents
A kind of barb type construction pile Download PDFInfo
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- CN204703153U CN204703153U CN201520339743.1U CN201520339743U CN204703153U CN 204703153 U CN204703153 U CN 204703153U CN 201520339743 U CN201520339743 U CN 201520339743U CN 204703153 U CN204703153 U CN 204703153U
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- Prior art keywords
- building pile
- building
- stake
- pile body
- axis hole
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Abstract
The utility model relates to a kind of barb type construction pile, comprise hollow building pile body, direction of axis line along described building pile body offers axis hole, described building pile body front end is the building pile crown that diameter is less than building pile body, the front end of described building pile crown is conical head, the side of described building pile body is provided with the side stake holes of some inclinations, described side stake holes communicates with axis hole, in the stake holes of described side, the stake of close-fitting side is set, stake one end, described side extends in axis hole, and the other end extends to the outside of building pile body; The lateral surface of described building pile crown is provided with some row's hangnails.First ground is squeezed in building stake, borded pile is inserted afterwards from the axis hole in the middle of building pile body, utilize ramp effect, side stake in the stake holes of side is outwards extruded one by one eject side stake holes, soil is inserted in side stake, formed and longitudinally agree with, thus make building stake more firm, the hangnail on building pile crown also well can play fixation.
Description
Technical field
The utility model relates to construction engineering technical field, particularly relates to a kind of barb type construction pile.
Background technology
Showing under construction, building lot all needs to be made up of foundation pile, and usual structure is, a cushion cap has been supported in the concrete column stake goed deep in soil by several jointly, to form a bearing unit of building.In the building process of building stake, basic building theory is, by building pile bearing building, makes building can not sedimentation, in current construction, stake holes is beaten to after enough dark, just can think, bottom stake holes, there is enough flintinesses, can building be supported, therefore, by perfusion or the mode of preformed pile, pile in stake holes, can construct building bearing unit.
Current building stake is all vertically insert bottom surface under larger pressure, hammers into blockishness, by the squeezing action of surrounding earth, be only subject to the frictional resistance of vertical direction, and do not have the wedging function of horizontal direction as nail.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, provides a kind of barb type construction pile, and it is firm that installation is stablized.
The utility model is achieved through the following technical solutions:
A kind of barb type construction pile, comprise hollow building pile body, direction of axis line along described building pile body offers axis hole, described building pile body front end is the building pile crown that diameter is less than building pile body, and the front end of described building pile crown is conical head, and the side of described building pile body is provided with the side stake holes of some inclinations, described side stake holes communicates with axis hole, in the stake holes of described side, arrange the stake of close-fitting side, stake one end, described side extends in axis hole, and the other end extends to the outside of building pile body; The lateral surface of described building pile crown is provided with some row's hangnails, and described hangnail peripheral diameter is not more than the outer dia of building pile body.Before construction, side stake is closed in the stake holes of side, equally ground is squeezed in building stake with common mode, borded pile is inserted afterwards from the axis hole in the middle of building pile body, utilize ramp effect, side stake in the stake holes of side is outwards extruded one by one eject side stake holes, soil is inserted in side stake, is formed and longitudinally agrees with, thus making building stake more firm, the hangnail on building pile crown also well can play fixation.
As optimal technical scheme of the present utility model, the cross section of described hangnail is triangular in shape, and described hangnail is fixedly mounted on the lateral surface of building pile crown.
As optimal technical scheme of the present utility model, the hangnail on the lateral surface of described building pile crown always has three rows, and the distance between adjacent hangnail is equal.
As optimal technical scheme of the present utility model, the axial line of described building pile body, the building axial line of pile crown and the axial line of conical head are on same straight line.
Compared with prior art, the beneficial effects of the utility model are: the utility model structure is simple, reasonable in design, and building stake can be made more firmly to inject in soil.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure: 1-builds pile body; 2-axis hole; 3-builds pile crown; 4-conical head; 5-side stake holes; The stake of 6-side; 7-hangnail; 8-bar shaped voussoir; 9-boss; 10-force block.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
Refer to Fig. 1, Fig. 1 is structural representation of the present utility model.
Described a kind of barb type construction pile, comprise hollow building pile body 1, direction of axis line along described building pile body 1 offers axis hole 2, described building pile body 1 front end is the building pile crown 3 that diameter is less than building pile body 1, the front end of described building pile crown 3 is conical head 4, and the side of described building pile body 1 is provided with the side stake holes 5 of some inclinations, and described side stake holes 5 is inclined upwardly, side stake holes 5 is circular, and slanted angle is 45-55 degree.Described side stake holes 5 communicates with axis hole 2, in described side stake holes 5, arrange close-fitting side stake 6, and described side stake 6 one end extends in axis hole 2, and the other end extends to the outside of building pile body 1; The lateral surface of described building pile crown 3 is provided with some row's hangnails 7, and described hangnail 7 peripheral diameter is not more than the outer dia of building pile body 1.Before construction, side stake is closed in the stake holes of side, equally ground is squeezed in building stake with common mode, borded pile is inserted afterwards from the axis hole in the middle of building pile body, utilize ramp effect, side stake in the stake holes of side is outwards extruded one by one eject side stake holes 5, soil is inserted in side stake, is formed and longitudinally agrees with, thus making building stake more firm, the hangnail on building pile crown also well can play fixation.
In the present embodiment: the axial line of the axial line of described building pile body 1, the axial line of building pile crown 3 and conical head 4 is on same straight line, hangnail 7 on the lateral surface of described building pile crown 3 always has three rows, distance between adjacent hangnail 7 is equal, the cross section of described hangnail 7 is triangular in shape, and described hangnail 7 is fixedly mounted on the lateral surface of building pile crown 3.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.
Claims (4)
1. a barb type construction pile, comprise hollow building pile body (1), direction of axis line along described building pile body (1) offers axis hole (2), described building pile body (1) front end is the building pile crown (3) that diameter is less than building pile body (1), the front end of described building pile crown (3) is conical head (4), it is characterized in that: the side stake holes (5) being provided with some inclinations on the side of described building pile body (1), described side stake holes (5) communicates with axis hole (2), close-fitting side stake (6) is set in described side stake holes (5), described side stake (6) one end extends in axis hole (2), the other end extends to the outside of building pile body (1), the lateral surface of described building pile crown (3) is provided with some row's hangnails (7), and described hangnail (7) peripheral diameter is not more than the outer dia of building pile body (1).
2. a kind of barb type construction pile according to claim 1, is characterized in that: the cross section of described hangnail (7) is triangular in shape, and described hangnail (7) is fixedly mounted on the lateral surface of building pile crown (3).
3. a kind of barb type construction pile according to claim 2, is characterized in that: the hangnail (7) on the lateral surface of described building pile crown (3) always has three rows, and the distance between adjacent hangnail (7) is equal.
4. a kind of barb type construction pile according to claim 1, is characterized in that: the axial line of the axial line of described building pile body (1), the axial line of building pile crown (3) and conical head (4) is on same straight line.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520339743.1U CN204703153U (en) | 2015-05-23 | 2015-05-23 | A kind of barb type construction pile |
Applications Claiming Priority (1)
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CN201520339743.1U CN204703153U (en) | 2015-05-23 | 2015-05-23 | A kind of barb type construction pile |
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CN204703153U true CN204703153U (en) | 2015-10-14 |
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CN201520339743.1U Expired - Fee Related CN204703153U (en) | 2015-05-23 | 2015-05-23 | A kind of barb type construction pile |
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Cited By (5)
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 |
CN105862735A (en) * | 2016-06-14 | 2016-08-17 | 中铁隧道勘测设计院有限公司 | X-shaped anti-floating uplift 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 |
CN107119676A (en) * | 2017-05-09 | 2017-09-01 | 成都市容德建筑劳务有限公司 | pile |
CN109440766A (en) * | 2018-11-06 | 2019-03-08 | 佛山科学技术学院 | A kind of Temperature Control Type anchor pole |
-
2015
- 2015-05-23 CN CN201520339743.1U patent/CN204703153U/en not_active Expired - Fee Related
Cited By (8)
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 |
CN105862857B (en) * | 2016-05-25 | 2024-03-22 | 浙江乔兴建设集团有限公司 | Width-adjustable building pile |
CN105839617B (en) * | 2016-05-25 | 2024-03-22 | 浙江乔兴建设集团有限公司 | High firm building stake |
CN105862735A (en) * | 2016-06-14 | 2016-08-17 | 中铁隧道勘测设计院有限公司 | X-shaped anti-floating uplift pile |
CN107119676A (en) * | 2017-05-09 | 2017-09-01 | 成都市容德建筑劳务有限公司 | pile |
CN109440766A (en) * | 2018-11-06 | 2019-03-08 | 佛山科学技术学院 | A kind of Temperature Control Type anchor pole |
CN109440766B (en) * | 2018-11-06 | 2023-09-26 | 佛山科学技术学院 | Temperature control type anchor rod |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20171116 Address after: 200083 No. 500 West Bay Road, Shanghai, Hongkou District Co-patentee after: SHANGHAI GREENLAND CONSTRUCTION DESIGN RESEARCH INSTITUTE Co.,Ltd. Patentee after: SHANGHAI GREENLAND CONSTRUCTION GROUP Co.,Ltd. Address before: 200083 No. 500 West Bay Road, Shanghai, Hongkou District Patentee before: SHANGHAI GREENLAND CONSTRUCTION GROUP Co.,Ltd. |
|
TR01 | Transfer of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151014 |
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CF01 | Termination of patent right due to non-payment of annual fee |