CN219175215U - Grouting prestressed square pile - Google Patents

Grouting prestressed square pile Download PDF

Info

Publication number
CN219175215U
CN219175215U CN202223025817.3U CN202223025817U CN219175215U CN 219175215 U CN219175215 U CN 219175215U CN 202223025817 U CN202223025817 U CN 202223025817U CN 219175215 U CN219175215 U CN 219175215U
Authority
CN
China
Prior art keywords
square pile
pile body
annular grooves
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
CN202223025817.3U
Other languages
Chinese (zh)
Inventor
马佳飞
代艳荣
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.)
Haiyan Huiqiang Pile Industry Co ltd
Original Assignee
Haiyan Huiqiang Pile Industry 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 Haiyan Huiqiang Pile Industry Co ltd filed Critical Haiyan Huiqiang Pile Industry Co ltd
Priority to CN202223025817.3U priority Critical patent/CN219175215U/en
Application granted granted Critical
Publication of CN219175215U publication Critical patent/CN219175215U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses a grouting prestressed square pile, which relates to the technical field of square piles and comprises a square pile body, wherein a plurality of annular grooves are formed in the outer side wall of the square pile body, the annular grooves are distributed at equal intervals, and straight holes are formed in the bottom end of the front surface of the square pile body in a penetrating mode. According to the utility model, through the arrangement of the straight holes and the annular grooves, after cement is poured into the pile holes, the contact area of the square pile body can be increased by the annular grooves, the stability is improved, and the arrangement of the straight holes can limit the square pile, so that the stability of the square pile body is improved.

Description

Grouting prestressed square pile
Technical Field
The utility model relates to the technical field of square piles, in particular to a grouting prestressed square pile.
Background
The pile foundation construction is a common composite foundation reinforcement method, and can be divided into precast piles and cast-in-place piles according to the pile foundation manufacturing method. The prefabricated square pile is one of prefabricated piles, namely a pile body with a rectangular section, and is widely applied to various fields such as roads and bridges.
However, the conventional square pile is generally smooth in surface, limited in contact area with pile holes, poor in stability and easy to skew and shake in use.
Therefore, it is necessary to invent a grouting prestressed square pile to solve the above problems.
Disclosure of Invention
The utility model aims to provide a grouting prestressed square pile for solving the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a slip casting prestressing force square pile, includes the square pile body, a plurality of ring channels have been seted up to the lateral wall of square pile body, and a plurality of ring channels are equidistant distribution, the straight hole has been seted up in the positive bottom of square pile body run through.
Preferably, the inner side wall of the annular groove is arc-shaped, and the straight hole is S-shaped.
The utility model has the technical effects and advantages that:
according to the utility model, through the arrangement of the straight holes and the annular grooves, after cement is poured into the pile holes, the contact area of the square pile body can be increased by the annular grooves, the stability is improved, and the arrangement of the straight holes can limit the square pile, so that the stability of the square pile body is improved.
Drawings
Fig. 1 is a schematic diagram of the overall structure of the present utility model.
In the figure: 1. a square pile body; 2. an annular groove; 3. and (5) a straight hole.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The utility model provides a grouting prestressed square pile as shown in fig. 1, which comprises a square pile body 1, wherein a plurality of annular grooves 2 are formed in the outer side wall of the square pile body 1, the annular grooves 2 are distributed at equal intervals, straight holes 3 are formed in the bottom end of the front face of the square pile body 1 in a penetrating mode, the inner side walls of the annular grooves 2 are arranged in an arc shape, the straight holes 3 are arranged in an S-shaped mode, through the arrangement of the straight holes 3 and the annular grooves 2, after cement is poured into pile holes, the contact area of the square pile body 1 can be increased by the annular grooves 2, stability is improved, and the arrangement of the straight holes 3 can limit piles, so that stability of the square pile body 1 is improved.
The working principle of the utility model is as follows:
when the pile casting device is used, through the arrangement of the straight hole 3 and the annular grooves 2, after cement is cast in the pile hole, the contact area of the square pile body 1 can be increased by the annular grooves 2, the stability is improved, and the setting of the straight hole 3 can limit the square pile, so that the stability of the square pile body 1 is improved.
Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present utility model, and although the present utility model has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present utility model.

Claims (2)

1. The utility model provides a slip casting prestressing force square pile which characterized in that: the square pile comprises a square pile body (1), a plurality of annular grooves (2) are formed in the outer side wall of the square pile body (1), the annular grooves (2) are distributed at equal intervals, and straight holes (3) are formed in the bottom end of the front face of the square pile body (1) in a penetrating mode.
2. A grouting prestressed square pile according to claim 1, wherein: the inner side wall of the annular groove (2) is in an arc shape, and the straight hole (3) is in an S-shaped arrangement.
CN202223025817.3U 2022-11-14 2022-11-14 Grouting prestressed square pile Active CN219175215U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223025817.3U CN219175215U (en) 2022-11-14 2022-11-14 Grouting prestressed square pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223025817.3U CN219175215U (en) 2022-11-14 2022-11-14 Grouting prestressed square pile

Publications (1)

Publication Number Publication Date
CN219175215U true CN219175215U (en) 2023-06-13

Family

ID=86673364

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223025817.3U Active CN219175215U (en) 2022-11-14 2022-11-14 Grouting prestressed square pile

Country Status (1)

Country Link
CN (1) CN219175215U (en)

Similar Documents

Publication Publication Date Title
CN107059911A (en) A kind of prefabricated assembled basis and its assemble method
CN103276726A (en) Pre-tensioning-method I-shaped supporting pile and manufacturing method thereof
CN219175215U (en) Grouting prestressed square pile
CN106592587A (en) Prefabricated PHC tube pile
CN209384243U (en) A kind of prestressing force support pile and piling wall
CN214460352U (en) Big and small tubular pile connecting piece and combination thereof
CN213508105U (en) Reinforced structure for improving bending resistance bearing capacity of hollow slab for small-span bridge
WO2017008466A1 (en) Composite retaining pile structure
CN210562663U (en) Connecting structure of prefabricated plate and prefabricated column
CN210766887U (en) Face combination underground groove type structure forever
CN208618800U (en) It can be used as the modification module of the cast-in-place ring beam template of hollowed-block masonry
CN207567600U (en) A kind of prefabricated pier, plate fast joint structure
CN207193953U (en) A kind of reinforced concrete tubular pile of outer rim
CN220132892U (en) Diagonal prefabricated square pile
CN220013761U (en) Quick assembly type block retaining wall
CN111364504A (en) Assembled precast concrete retaining wall
CN216615793U (en) Prestressed concrete sheet pile and assembled soil retaining structure thereof
CN219753286U (en) Precast pile-bearing platform node connection structure
CN213926676U (en) Prefabricated component for outer wall of assembled sewage pool
CN217325470U (en) Basement outer wall post-cast strip department assembled retaining wall
CN211395592U (en) Soil inclined wall rock-fill dam capable of passing water
CN219490958U (en) Prestressed solid square pile
CN220318503U (en) Prefabricated circular pile with rectangular grooves
CN219218961U (en) Novel energy-saving environment-friendly stiffening core composite pile
CN216999690U (en) Prefabricated formula prestressing force anti-floating anchor rod

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant