CN219862751U - Novel prestressed concrete foundation pit support pile - Google Patents

Novel prestressed concrete foundation pit support pile Download PDF

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Publication number
CN219862751U
CN219862751U CN202320636215.7U CN202320636215U CN219862751U CN 219862751 U CN219862751 U CN 219862751U CN 202320636215 U CN202320636215 U CN 202320636215U CN 219862751 U CN219862751 U CN 219862751U
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China
Prior art keywords
connecting block
sides
rib
concrete structure
upper portion
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Active
Application number
CN202320636215.7U
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Chinese (zh)
Inventor
周成一
刘洪成
雷传德
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Hanchuan Zhenan Jinshi Building Materials Co ltd
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Hanchuan Zhenan Jinshi Building Materials Co ltd
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Priority to CN202320636215.7U priority Critical patent/CN219862751U/en
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Abstract

The utility model relates to the technical field of pile protection, in particular to a novel prestressed concrete foundation pit support pile which comprises an upper concrete structure, a left rib and a right rib, wherein a connecting structure is arranged at the bottom of the upper concrete structure and comprises a first connecting block, a second connecting block and a base, the left end of the first connecting block is fixedly connected with the upper concrete structure, and the right end of the second connecting block is fixedly connected with the upper concrete structure. Carry out the joint through between both sides upper portion concrete structure through first connecting block and the second connecting block, the stopper of both sides through coming from the base top simultaneously to the fender pile of both sides is connected, restricts through the spread groove of first connecting block and second connecting block, and the stopper of both sides restricts the recess of left rib and right rib that upper portion concrete structure bottom of both sides corresponds, thereby prevents to appear the gap between the fender pile connection of both sides, thereby has improved the quality of row stake.

Description

Novel prestressed concrete foundation pit support pile
Technical Field
The utility model relates to the technical field of pile protection, in particular to a novel prestressed concrete foundation pit support pile.
Background
The foundation pit engineering is comprehensive engineering for ensuring the safety of foundation pit construction and underground main structure and the no damage to surrounding environment, and is one series of support structure setting, construction dewatering, earth excavation and backfilling, detecting and maintaining the surrounding building. The large-scale underground buildings, side slopes, tunnels, port and dock walls and river bank protection buildings all need to implement temporary or permanent enclosure on the foundations of the buildings or the surrounding buildings during construction. The present common embankment protection wall mostly adopts a plurality of reinforced concrete circular piles to be combined with cement stirring piles and then inserted into soil to form a protection wall, and also adopts a plurality of T-shaped piles or U-shaped supporting piles or cement stirring piles manufactured by adopting an SMW construction method to be inserted into soil to form a protection wall.
For example, the authorized bulletin number is CN218233505U, a novel prestressed concrete foundation pit support pile, the above mentioned document is filled with an adhesive or a water stop agent through the grouting hole, so stability and waterproof performance are improved, however, in the use process of the prestressed concrete foundation pit support pile in the above mentioned document, in the pile arranging process, since the protection shape of two adjacent sides is directly butt-jointed with the pile at two sides when the pile arranging process is carried out through adhesion, after the adhesive is added to the triangular groove formed between the pile at two connected sides, the stability of connection between the pile at two sides can be ensured only after the adhesive is solidified, then the pile at two sides can not be limited due to the mutual limitation of the pile at two sides in the adhesion process, thereby causing gaps at the joint of the pile at two sides in the process of waiting for the solidification of the adhesive, and easily influencing the quality of the pile arranging.
Disclosure of Invention
The utility model aims to solve the problem that gaps are easy to occur due to the fact that limitation cannot be achieved between pile protection connection on two sides in the prior art, and provides a novel prestressed concrete foundation pit support pile.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides a novel prestressed concrete foundation ditch support stake, includes upper portion concrete structure, left rib and right rib, upper portion concrete structure's bottom is equipped with connection structure, connection structure includes first connecting block, second connecting block and base, the left end of first connecting block links to each other with upper portion concrete structure is fixed, the right-hand member of second connecting block links to each other with upper portion concrete structure is fixed, the setting of base is in upper portion concrete structure's bottom, base top both sides are fixed with the stopper of both sides respectively and are linked to each other.
Preferably, the limiting blocks at two sides are respectively attached to grooves of the left rib and the right rib.
Preferably, stirrups are arranged inside the upper concrete structure, the left rib and the right rib.
Preferably, grooves are formed in the bottoms of the left rib and the right rib respectively.
Preferably, two sides of the bottom end of the upper concrete structure are fixedly connected with the left rib and the right rib respectively.
The novel prestressed concrete foundation pit support pile provided by the utility model has the beneficial effects that: carry out the joint through between both sides upper portion concrete structure through first connecting block and the second connecting block, the stopper of both sides through coming from the base top simultaneously to the fender pile of both sides is connected, restricts through the spread groove of first connecting block and second connecting block, and the stopper of both sides restricts the recess of left rib and right rib that upper portion concrete structure bottom of both sides corresponds, thereby prevents to appear the gap between the fender pile connection of both sides, thereby has improved the quality of row stake.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic cross-sectional view of the present utility model;
FIG. 3 is a schematic diagram of the structure of FIG. 2A;
FIG. 4 is a schematic diagram of the structure of FIG. 3B;
fig. 5 is a schematic structural view of the base and the stopper in the present utility model.
In the figure: 1. upper portion concrete structure, 2, left rib, 3, right rib, 4, connection structure, 4a1, base, 4a2, first connecting block, 4a3, second connecting block, 4a4, stopper, 4b1, rubber pad, 5, stirrup, 6, recess.
Detailed Description
The utility model is further described below with reference to the accompanying drawings:
example 1:
referring to fig. 1-5: in this embodiment, a novel prestressed concrete foundation pit support stake, including upper portion concrete structure 1, left side rib 2 and right side rib 3, upper portion concrete structure 1, left side rib 2, stirrup 5 and right side rib 3 are that prior art is specific can consult the authority bulletin number for CN218233505U, upper portion concrete structure 1's bottom is equipped with connection structure 4, connection structure 4 includes first connecting block 4a2, second connecting block 4a3 and base 4a1, the left end and the upper portion concrete structure 1 of first connecting block 4a2 are fixed to link to each other, the right-hand member and the upper portion concrete structure 1 of second connecting block 4a3 are fixed to link to each other, in-process is connected to the fender pile in both sides, upper portion concrete structure 1 of both sides is connected through the first connecting block 4a2 of left side and the second connecting block 4a3 of right side, the upper portion concrete structure 1 bottom will be measured simultaneously and the upper portion concrete structure 1's of opposite side upper portion 2 are connected through recess and base 4a1 top stopper 4a4, the bottom of base 4a1 and the bottom of the upper portion 1 of rib 1 and the left side rib 3 are fixed to each other, the bottom of rib 1 and the left side rib 1 is fixed to the bottom 2 is equipped with the bottom of the upper portion of rib 1 and the rib 3 respectively, the bottom of the rib 1 is fixed to the bottom of the rib 1 is connected to the bottom of the rib 1 respectively, the both sides of rib 1 is fixed to the bottom of the rib 1 is 3.
Working principle:
in the pile protection on two sides, the upper concrete structures 1 on two sides are respectively connected through the first connecting block 4a2 on the left side and the second connecting block 4a3 on the right side, meanwhile, the right rib 3 at the bottom of the upper concrete structure 1 to be tested and the left rib 2 of the upper concrete structure 1 on the other side are clamped with the limiting block 4a4 at the top of the base 4a1 through grooves, the upper concrete structures 1 on two sides are clamped with the limiting block 4a3 through the first connecting block 4a2 and the second connecting block 4a3, and meanwhile, the pile protection on two sides is connected through the limiting blocks 4a4 on the top of the base 4a1, and the limiting blocks 4a4 on two sides limit the grooves 6 on the left rib 2 and the right rib 3 corresponding to the bottom of the upper concrete structure 1 on two sides, so that gaps appear between pile protection on two sides are prevented, and the pile protection quality is improved.
Example 2:
referring to fig. 5: in this embodiment, a novel prestressed concrete foundation pit support stake, wherein connection structure 4 includes rubber pad 4b1, the outer end of a plurality of rubber pads 4b1 respectively with first stopper 4a2 and second stopper 4a3 fixed link to each other, thereby through the frictional force between the contact surface of first connecting block 4a2 and second connecting block 4a3 has been improved through rubber pad 4b1 to the mutual contact between first connecting block 4a2 and the second connecting block 4a3, thereby improved the stability of the fender pile restriction of both sides.
While the utility model has been shown and described with reference to a preferred embodiment, it will be understood by those of ordinary skill in the art that various changes in form and details may be made therein without departing from the scope of the utility model.

Claims (5)

1. The utility model provides a novel prestressed concrete foundation ditch support stake, includes upper portion concrete structure (1), left rib (2) and right rib (3), its characterized in that: the bottom of upper portion concrete structure (1) is equipped with connection structure (4), connection structure (4) are including first connecting block (4 a 2), second connecting block (4 a 3) and base (4 a 1), the left end and the upper portion concrete structure (1) of first connecting block (4 a 2) are fixed continuous, the right-hand member and the upper portion concrete structure (1) of second connecting block (4 a 3) are fixed continuous, the bottom of upper portion concrete structure (1) is set up to base (4 a 1), the stopper (4 a 4) of both sides are fixed continuous respectively in base (4 a 1) top both sides.
2. The novel prestressed concrete foundation pit support pile of claim 1, wherein: the limiting blocks (4 a 4) at two sides are respectively attached to grooves of the left rib (2) and the right rib (3).
3. The novel prestressed concrete foundation pit support pile of claim 1, wherein: stirrups (5) are arranged in the upper concrete structure (1), the left rib (2) and the right rib (3).
4. The novel prestressed concrete foundation pit support pile of claim 1, wherein: grooves (6) are respectively formed in the bottoms of the left rib (2) and the right rib (3).
5. The novel prestressed concrete foundation pit support pile of claim 1, wherein: the two sides of the bottom end of the upper concrete structure (1) are fixedly connected with the left rib (2) and the right rib (3) respectively.
CN202320636215.7U 2023-03-28 2023-03-28 Novel prestressed concrete foundation pit support pile Active CN219862751U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320636215.7U CN219862751U (en) 2023-03-28 2023-03-28 Novel prestressed concrete foundation pit support pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320636215.7U CN219862751U (en) 2023-03-28 2023-03-28 Novel prestressed concrete foundation pit support pile

Publications (1)

Publication Number Publication Date
CN219862751U true CN219862751U (en) 2023-10-20

Family

ID=88371371

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320636215.7U Active CN219862751U (en) 2023-03-28 2023-03-28 Novel prestressed concrete foundation pit support pile

Country Status (1)

Country Link
CN (1) CN219862751U (en)

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