CN204703153U - A kind of barb type construction pile - Google Patents

A kind of barb type construction pile Download PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
building pile
building
stake
pile body
axis hole
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 - Fee Related
Application number
CN201520339743.1U
Other languages
Chinese (zh)
Inventor
李喆骁
田旺
张钢军
周荣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Greenland Construction Design Research Institute Co ltd
Shanghai Greenland Construction Group Co Ltd
Original Assignee
Shanghai Greenland Construction Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Greenland Construction Group Co Ltd filed Critical Shanghai Greenland Construction Group Co Ltd
Priority to CN201520339743.1U priority Critical patent/CN204703153U/en
Application granted granted Critical
Publication of CN204703153U publication Critical patent/CN204703153U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

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

A kind of barb type construction pile
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.
CN201520339743.1U 2015-05-23 2015-05-23 A kind of barb type construction pile Expired - Fee Related CN204703153U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520339743.1U CN204703153U (en) 2015-05-23 2015-05-23 A kind of barb type construction pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520339743.1U CN204703153U (en) 2015-05-23 2015-05-23 A kind of barb type construction pile

Publications (1)

Publication Number Publication Date
CN204703153U true CN204703153U (en) 2015-10-14

Family

ID=54282779

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520339743.1U Expired - Fee Related CN204703153U (en) 2015-05-23 2015-05-23 A kind of barb type construction pile

Country Status (1)

Country Link
CN (1) CN204703153U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
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

Cited By (8)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN204703153U (en) A kind of barb type construction pile
CN201817807U (en) Barb type construction pile
CN203022007U (en) Front-dense and rear-sparse double-row pile foundation pit supporting and protecting structure
CN207828962U (en) A kind of barb type construction pile that stability is good
CN202954377U (en) Cover-plate dam foundation triangle-region curtain structure
CN204199275U (en) Filling concrete barb type construction pile
CN104594360A (en) Composite double-row pile foundation pit supporting structure
CN204551490U (en) A kind of suspension type reinforced concrete fortifield village purlin
CN107165174B (en) Chair type portal support structure
CN204000840U (en) Concrete floral tube slip casting uplift pile
CN205682064U (en) The fixing foot of a kind of tree support frame and this bracing frame
CN204125958U (en) Foundation pile syndeton
CN204898649U (en) A novel PTC type has a heliciform hole tubular pile that is used for deep soft base to handle
CN205617369U (en) Shoe of efficient hollow pile
CN204825879U (en) Rib line shape prestressed concrete pipe pile
CN205100210U (en) Building pile
CN204112491U (en) A kind of U-shaped built-in connection
CN206941576U (en) One kind building stake
CN205348213U (en) Marine wind power anti -floating pile with wedge body pterygoid lamina
CN204112568U (en) Hollow block
CN205012312U (en) Fix sand to hinder
CN220768147U (en) Assembled pile foundation connection structure
CN203248182U (en) Anti-cracking air return vertical shaft
CN204940201U (en) A kind of constructing structure of long piled wharf
CN204898650U (en) A novel PTC type has a heliciform hole toper tubular pile that is used for deep soft base to handle

Legal Events

Date Code Title Description
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

CF01 Termination of patent right due to non-payment of annual fee