CN209923917U - Spiral foundation pile - Google Patents

Spiral foundation pile Download PDF

Info

Publication number
CN209923917U
CN209923917U CN201920153446.6U CN201920153446U CN209923917U CN 209923917 U CN209923917 U CN 209923917U CN 201920153446 U CN201920153446 U CN 201920153446U CN 209923917 U CN209923917 U CN 209923917U
Authority
CN
China
Prior art keywords
foundation pile
column
spiral
utility
model
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.)
Active
Application number
CN201920153446.6U
Other languages
Chinese (zh)
Inventor
林国海
翟洪远
林宣佐
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.)
Harbin Hongsheng Building Material Manufacturing Ltd By Share Ltd
Original Assignee
Harbin Hongsheng Building Material Manufacturing Ltd By Share 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 Harbin Hongsheng Building Material Manufacturing Ltd By Share Ltd filed Critical Harbin Hongsheng Building Material Manufacturing Ltd By Share Ltd
Priority to CN201920153446.6U priority Critical patent/CN209923917U/en
Application granted granted Critical
Publication of CN209923917U publication Critical patent/CN209923917U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model provides a spiral foundation pile. The foundation pile comprises a foundation pile column, wherein the surface of the foundation pile column is provided with a thread, the top end of the foundation pile column is provided with an end head, and the foundation pile column, the thread and the end head are formed into a whole by concrete materials in one step. The utility model discloses a spiral foundation pile is at the prefabricated shaping of mill, utilizes the end that the foundation pile was cliied to the tight head of clamp of rotatory machines at the job site, makes spiral foundation pile rotatory through rotatory machines, twists spiral foundation pile into in the ground. The utility model discloses the construction is simple, neither produces the noise, has also alleviateed the damage to the foundation pile.

Description

Spiral foundation pile
Technical Field
The utility model relates to a foundation pile.
Background
At present, foundation piles of buildings mainly have two modes of cast-in-place and prefabrication. The cast-in-place foundation pile is formed by pouring concrete in a drilled foundation hole in situ; the prefabricated foundation pile is made of concrete poured in a factory. The existing prefabricated foundation piles are generally columnar foundation piles, and a pile driver is adopted on site to drive the columnar foundation piles into the ground, so that the foundation piles can be damaged, and huge noise can be generated in the pile driving process.
Disclosure of Invention
An object of the utility model is to provide a construction convenience, be difficult for causing the spiral foundation pile of damage.
The purpose of the utility model is realized like this: the foundation pile comprises a foundation pile column made of concrete, wherein the surface of the foundation pile column is provided with threads, the top end of the foundation pile column is provided with an end head, and the foundation pile column, the threads and the end head are formed into a whole by one-step molding of concrete materials.
The utility model discloses can also include:
1. the foundation pile column is a conical column.
2. The end head is a hexagonal prism.
3. The end head is a quadrangular prism.
The utility model discloses to set up the screw thread on foundation pile post surface, set up the end on the top of foundation pile post, screw thread and end are a whole by concrete material one shot forming. The utility model discloses a spiral foundation pile is at the prefabricated shaping of mill, utilizes the end that the foundation pile was cliied to the tight head of clamp of rotatory machines at the job site, makes spiral foundation pile rotatory through rotatory machines, twists spiral foundation pile into in the ground. The utility model discloses the construction is simple, neither produces the noise, has also alleviateed the damage to the foundation pile, is applicable to the well low-rise building sometimes.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a cross-sectional view of fig. 1.
Detailed Description
The invention will now be described in more detail by way of example with reference to the accompanying drawings.
With reference to fig. 1 and 2, the spiral foundation pile of the present invention includes a foundation pile column 1, a thread 2 is provided on the surface of the foundation pile column, and an end 3 is provided on the top of the foundation pile column. The foundation pile column, the screw thread and the end head are formed into a whole by concrete in one step. The foundation pile column is in a conical shape. The shape of the end head is hexagonal prism or quadrangular prism.

Claims (3)

1. The utility model provides a spiral foundation pile, includes the foundation pile post, characterized by: the surface of the foundation pile column is provided with a thread, the top end of the foundation pile column is provided with an end head, the foundation pile column, the thread and the end head are formed into a whole by concrete materials in one step, and the foundation pile column is a conical column.
2. The screw pile of claim 1, wherein: the end head is a hexagonal prism.
3. The screw pile of claim 1, wherein: the end head is a quadrangular prism.
CN201920153446.6U 2019-01-29 2019-01-29 Spiral foundation pile Active CN209923917U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920153446.6U CN209923917U (en) 2019-01-29 2019-01-29 Spiral foundation pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920153446.6U CN209923917U (en) 2019-01-29 2019-01-29 Spiral foundation pile

Publications (1)

Publication Number Publication Date
CN209923917U true CN209923917U (en) 2020-01-10

Family

ID=69067483

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920153446.6U Active CN209923917U (en) 2019-01-29 2019-01-29 Spiral foundation pile

Country Status (1)

Country Link
CN (1) CN209923917U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109853536A (en) * 2019-01-29 2019-06-07 哈尔滨鸿盛建筑材料制造股份有限公司 A kind of spiral foundation pile

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109853536A (en) * 2019-01-29 2019-06-07 哈尔滨鸿盛建筑材料制造股份有限公司 A kind of spiral foundation pile

Similar Documents

Publication Publication Date Title
CN103741672B (en) A kind of pre-tensioning system centrifugal concrete pile and manufacture method with steel strand
WO2017096644A1 (en) Expanded-foot tubular pile having unfolding blade and piling method thereof
CN209923917U (en) Spiral foundation pile
CN213330018U (en) L type constructional column template reinforcing apparatus
CN202247938U (en) Wedge-shaped foundation bolt preformed hole core formwork device
CN203579870U (en) Prestress combined support pile steel mold structure
CN201649123U (en) Assembly integrated counterfort retaining wall
CN203821377U (en) Pre-tensioning method centrifugal concrete pile with steel strands
CN203821378U (en) Pre-tensioning method centrifugal concrete pile with steel strands
CN203639905U (en) Spinning pile, spinning pile waist and spinning pile head
CN212248268U (en) Turnover type pull rod single-side supporting die
CN103758120B (en) A kind of pre-tensioning system centrifugal concrete pile and manufacture method with steel strand
CN103882856A (en) Pre-tensioning method centrifugal concrete pile with steel strands and manufacturing method
CN212561508U (en) Take guider's prefabricated prestressed anchorage pole
KR100994398B1 (en) A process of steel pipe post and the head armature for a pondside strengthening
CN114232650A (en) Prefabricated anchor rod frame lattice beam structure and construction process thereof
CN103741674A (en) Pretensioned centrifugal concrete pile with steel stranded wires and manufacturing method
CN104032732B (en) Cast-type pre-stressed steel plate concrete-pile and construction method thereof and supporting piling wall
CN203821376U (en) Pre-tensioning method centrifugal concrete pile with steel strands
CN100558989C (en) Auger stem center infusion superfluidity concrete helical burr ram job practices and thread making device thereof
CN203821375U (en) Pre-tensioning method centrifugal concrete pile with steel strands
CN103898902B (en) A kind of pre-tensioning system centrifugal concrete pile and manufacture method with steel strand
CN111455996A (en) Prefabricated prestressed anchor rod with guide device and construction method
CN205259175U (en) Lower part enlarges compound foundation pile of diameter section
CN204753578U (en) Concrete pile with steel strand wires

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant