CN220977981U - Prestressed concrete tubular pile supporting structure - Google Patents

Prestressed concrete tubular pile supporting structure Download PDF

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Publication number
CN220977981U
CN220977981U CN202323049999.2U CN202323049999U CN220977981U CN 220977981 U CN220977981 U CN 220977981U CN 202323049999 U CN202323049999 U CN 202323049999U CN 220977981 U CN220977981 U CN 220977981U
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China
Prior art keywords
seat
pipe pile
sliding seat
prestressed concrete
tubular pile
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CN202323049999.2U
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Chinese (zh)
Inventor
王文超
文远航
郭佳鑫
陈佳鑫
雷涵
黄镇聪
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Dongguan Guangqu Construction Engineering Co ltd
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Dongguan Guangqu Construction Engineering Co ltd
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Abstract

The utility model relates to the technical field of pipe pile support, in particular to a prestressed concrete pipe pile support structure which comprises a wallboard body, wherein two pipe pile bodies are arranged on one side of the wallboard body, an adjusting and dismounting mechanism is arranged on the outer side of the pipe pile bodies, and the adjusting and dismounting mechanism comprises a mounting plate fixedly mounted on the left side of the pipe pile bodies. This prestressed concrete tubular pile supporting construction rotates presses the pole, presses the pole and moves left in the inside of tubular pile main part and mounting panel, presses the pole rotation and moves and promote the removal to the sliding seat to compress telescopic spring, the sliding seat drives movable inserted bar downwardly moving simultaneously, it is fixed to spacing seat to insert spacing seat inside until movable inserted bar is removed, can fix two tubular pile main parts, reverse rotation presses the pole, the sliding seat begins to move under telescopic spring's reset, make movable inserted bar break away from the inside of spacing seat, can dismantle two tubular pile main parts, the flexibility and the practicality of convenient improvement device.

Description

Prestressed concrete tubular pile supporting structure
Technical Field
The utility model relates to the technical field of concrete pipe pile supporting structures, in particular to a prestressed concrete pipe pile supporting structure.
Background
The concrete pile is made of concrete and steel bars or steel wires, has the advantages of wood and steel saving, durability, low cost and the like, and has been widely used in foundation engineering of hydraulic construction, industrial construction, civil construction and bridges, and the concrete pile is divided into two types of common reinforced concrete piles and prestressed concrete piles.
Most of the pile piles are cylindrical or rectangular in structure, a plurality of pile piles are connected side by side for use in some occasions, the traditional connection mode is realized by firstly conveying the pile piles to the site and then manually welding the pile piles, the connection quality of the pile piles is affected, the welding efficiency is low, meanwhile, after the pile piles are connected and fixed, if the pile piles are not supported and protected to ensure stability, the steel wire mesh inside the pile piles is easy to deform for a long time, and the pile piles are considered to be inconvenient to connect and cannot be installed, fixed and detached.
Disclosure of utility model
Aiming at the defects of the prior art, the utility model provides a prestressed concrete pipe pile supporting structure, which has the advantages of being convenient for rapidly installing, fixing and disassembling a plurality of pipe piles, and the like, and solves the problems that the traditional connecting mode is to transport the pipe piles to the site firstly, then realize the pipe pile connection by adopting manual welding, the quality of the pipe pile connection is affected, the welding efficiency is very low, and meanwhile, after the pipe piles are connected and fixed, if the stability is ensured without supporting and protecting the pipe piles, the steel wire mesh inside the pipe piles is easy to deform for a long time, and the pipe pile is inconvenient to connect and cannot be installed, fixed and disassembled.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the prestressed concrete pipe pile supporting structure comprises a wallboard body, wherein two pipe pile main bodies are arranged on one side of the wallboard body, and an adjusting dismounting mechanism is arranged on the outer side of the pipe pile main bodies;
The adjusting and dismounting mechanism comprises a mounting plate fixedly mounted on the left side of the tubular pile main body, wherein the mounting plate and the inner threads of the tubular pile main body are connected with pressing rods, and two fixing seats are fixedly mounted on the right side of the tubular pile main body on the left side;
the inside swing joint of fixing base has the sliding seat, the left side fixed mounting of sliding seat has the gag lever post with fixing base sliding connection, the bottom of sliding seat is provided with joint subassembly.
Optionally, the joint subassembly includes with sliding seat one side fixed mounting and with fixing base fixed mounting's extension spring, one side fixed mounting of sliding seat has the activity inserted bar that is located the extension spring inboard, the outside joint of activity inserted bar has the spacing seat with mounting panel fixed connection.
Through adopting above-mentioned technical scheme, conveniently peg graft fixedly through movable inserted bar to spacing seat.
Optionally, the tubular pile main part includes prestressing steel, support drum and spiral strengthening rib, the prestressing steel of the inboard fixed connection of support drum, the interior survey of tubular pile main part is provided with the spiral strengthening rib.
Through adopting above-mentioned technical scheme, conveniently improve the support intensity of tubular pile main part.
Optionally, the fixed slot has been seted up to the inside of fixing base, the sliding seat passes through fixed slot and fixing base sliding connection.
By adopting the technical scheme, the sliding seat is convenient to fix.
Optionally, the limiting groove has been seted up to the left side inner wall of fixing base, the gag lever post passes through limiting groove and fixing base sliding connection.
By adopting the technical scheme, the stop lever can slide conveniently.
Optionally, a movable hole is formed in the bottom of the fixing base, and the movable inserted rod is movably connected with the fixing base through the movable hole.
Through adopting above-mentioned technical scheme, make things convenient for movable inserted bar to slide in the inside of fixing base.
Optionally, a slot is formed in the limiting seat, and the movable inserting rod is inserted into the limiting seat through the slot.
By adopting the technical scheme, the movable inserted rod is convenient to insert and fix the limiting seat.
Optionally, the shape of sliding seat is trapezoidal, press the pole and be used for squeezing the sliding seat.
By adopting the technical scheme, the sliding seat is conveniently pressed and moved by the pressing rod.
Compared with the prior art, the technical scheme of the application has the following beneficial effects:
This prestressed concrete tubular pile supporting construction, through the regulation dismouting mechanism that sets up, rotate the press lever, the press lever is moved left in the inside of tubular pile main part and mounting panel, press lever rotation removal is carried out the sliding seat and is moved, and compress telescopic spring, the sliding seat drives movable inserted bar downwardly moving simultaneously, it inserts spacing inside to move the movable inserted bar, make movable inserted bar carry out spacing fixedly to spacing seat, can fix two tubular pile main parts, or reverse rotation press lever, the sliding seat begins to remove under telescopic spring's reset, make movable inserted bar break away from the inside of spacing seat, can dismantle two tubular pile main parts, help improving device's flexibility and practicality.
Drawings
FIG. 1 is a schematic cross-sectional view of the structure of the present utility model;
FIG. 2 is an enlarged schematic view of the portion A of FIG. 1 according to the present utility model;
fig. 3 is a schematic side view of the structure of the present utility model.
In the figure: 1. a wall panel body; 2. prestress steel bars; 3. spiral reinforcing ribs; 4. a mounting plate; 5. pressing a pressing rod; 6. a fixing seat; 7. a sliding seat; 8. a limit rod; 9. a telescopic spring; 10. a movable inserted link; 11. a limit seat; 102. a support cylinder; 101. a tubular pile main body; 601. a fixing groove; 602. a limit groove; 603. a movable hole; 1101. a slot.
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.
Referring to fig. 1-3, a prestressed concrete pipe pile supporting structure in this embodiment includes a wall plate body 1, two pipe pile bodies 101 are provided on one side of the wall plate body 1, and an adjusting and dismounting mechanism is provided on the outer side of the pipe pile bodies 101.
Referring to fig. 1-3, in this embodiment, the adjusting and dismounting mechanism includes a mounting plate 4 fixedly mounted on the left side of the tubular pile main body 101, the mounting plate 4 and the inner threads of the tubular pile main body 101 are connected with a pressing rod 5, and two fixing seats 6 are fixedly mounted on the right side of the left tubular pile main body 101.
Wherein, the inside swing joint of fixing base 6 has sliding seat 7, and the shape of sliding seat 7 is trapezoidal, presses depression bar 5 and is used for extrudeing sliding seat 7, and fixed slot 601 has been seted up to the inside of fixing base 6, and sliding seat 7 passes through fixed slot 601 and fixing base 6 sliding connection, helps installing fixedly sliding seat 7, and sliding seat 7's left side fixed mounting has gag lever post 8 with fixing base 6 sliding connection.
Referring to fig. 1-3, in the present embodiment, a limit groove 602 is provided on the left inner wall of the fixed seat 6, a limit rod 8 is slidably connected with the fixed seat 6 through the limit groove 602, so that the limit rod 8 slides inside the fixed seat 6, a clamping assembly is provided at the bottom of the sliding seat 7, and the clamping assembly includes a telescopic spring 9 fixedly mounted on one side of the sliding seat 7 and fixedly mounted on the fixed seat 6.
Wherein, one side fixed mounting of sliding seat 7 has the activity inserted bar 10 that is located the inboard of extension spring 9, and movable hole 603 has been seted up to the bottom of fixing base 6, and movable inserted bar 10 is through movable hole 603 and fixing base 6 swing joint, helps movable inserted bar 10 to slide, and the outside joint of movable inserted bar 10 has spacing seat 11 with mounting panel 4 fixed connection.
Referring to fig. 1-3, in the present embodiment, a slot 1101 is formed in the inner portion of the limiting seat 11, the movable inserting rod 10 is inserted into the limiting seat 11 through the slot 1101, so that the movable inserting rod 10 is facilitated to insert, fix and detach the limiting seat 11, the tubular pile main body 101 includes a prestressed reinforcement 2, a supporting cylinder 102 and a spiral reinforcing rib 3, the prestressed reinforcement 2 is fixedly connected to the inner side of the supporting cylinder 102, and the spiral reinforcing rib 3 is disposed in the inner side of the tubular pile main body 101, so as to facilitate reinforcement of the tubular pile main body 101.
The working principle of the embodiment is as follows:
when the prestressed concrete pipe pile supporting structure is used, firstly, the mounting plate 4 and the limiting seat 11 of the right pipe pile main body 101 are inserted into the outer side of the fixed seat 6 on the right side of the left pipe pile main body 101, so that the mounting plate 4 and the limiting seat 11 are attached to the fixed seat 6, then the pressing rod 5 is rotated into the pipe pile main body 101 and the mounting plate 4, the pressing rod 5 is continuously rotated, and the pressing rod 5 moves leftwards in the pipe pile main body 101 and the mounting plate 4;
In addition, the pressing rod 5 rotates to move to push the sliding seat 7, the sliding seat 7 is stressed to move downwards and compress the telescopic spring 9, meanwhile, the sliding seat 7 drives the movable inserting rod 10 to move downwards until the movable inserting rod 10 moves to be inserted into the limiting seat 11, the movable inserting rod 10 is used for limiting and fixing the limiting seat 11, the mounting plate 4 and the two tubular pile main bodies 101 are fixed, the quick installation is convenient, the pressing rod 5 is reversely rotated, the pressing rod 5 moves rightwards, the sliding seat 7 starts to move under the reset of the telescopic spring 9, the movable inserting rod 10 is separated from the inside of the limiting seat 11, and the two tubular pile main bodies 101 can be detached, so that the flexibility and the practicability of the device are improved.

Claims (8)

1. The utility model provides a prestressed concrete tubular pile supporting construction, includes wallboard body (1), its characterized in that: one side of the wallboard body (1) is provided with two tubular pile main bodies (101), and the outer side of the tubular pile main bodies (101) is provided with an adjusting and dismounting mechanism;
The adjusting and dismounting mechanism comprises a mounting plate (4) fixedly mounted on the left side of the tubular pile main body (101), wherein the mounting plate (4) and the inside of the tubular pile main body (101) are in threaded connection with a pressing rod (5), and two fixing seats (6) are fixedly mounted on the right side of the tubular pile main body (101) on the left side;
The inside swing joint of fixing base (6) has sliding seat (7), the left side fixed mounting of sliding seat (7) has gag lever post (8) with fixing base (6) sliding connection, the bottom of sliding seat (7) is provided with joint subassembly.
2. A prestressed concrete pipe pile supporting structure according to claim 1, wherein: the clamping assembly comprises a telescopic spring (9) fixedly arranged on one side of a sliding seat (7) and fixedly arranged on a fixed seat (6), a movable inserted link (10) positioned on the inner side of the telescopic spring (9) is fixedly arranged on one side of the sliding seat (7), and a limiting seat (11) fixedly connected with the mounting plate (4) is clamped on the outer side of the movable inserted link (10).
3. A prestressed concrete pipe pile supporting structure according to claim 1, wherein: the pipe pile body (101) comprises a prestressed reinforcement (2), a supporting cylinder (102) and spiral reinforcing ribs (3), wherein the prestressed reinforcement (2) is fixedly connected with the inner side of the supporting cylinder (102), and the spiral reinforcing ribs (3) are arranged in the pipe pile body (101).
4. A prestressed concrete pipe pile supporting structure according to claim 1, wherein: the fixing seat (6) is internally provided with a fixing groove (601), and the sliding seat (7) is in sliding connection with the fixing seat (6) through the fixing groove (601).
5. A prestressed concrete pipe pile supporting structure according to claim 1, wherein: the left side inner wall of fixing base (6) has seted up spacing groove (602), gag lever post (8) pass through spacing groove (602) and fixing base (6) sliding connection.
6. A prestressed concrete pipe pile supporting structure according to claim 2, wherein: the bottom of the fixed seat (6) is provided with a movable hole (603), and the movable inserted link (10) is movably connected with the fixed seat (6) through the movable hole.
7. A prestressed concrete pipe pile supporting structure according to claim 2, wherein: the inside of spacing seat (11) has offered slot (1101), movable inserted bar (10) are pegged graft with spacing seat (11) through slot (1101).
8. A prestressed concrete pipe pile supporting structure according to claim 1, wherein: the sliding seat (7) is trapezoid in shape, and the pressing rod (5) is used for extruding the sliding seat (7).
CN202323049999.2U 2023-11-13 2023-11-13 Prestressed concrete tubular pile supporting structure Active CN220977981U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202323049999.2U CN220977981U (en) 2023-11-13 2023-11-13 Prestressed concrete tubular pile supporting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202323049999.2U CN220977981U (en) 2023-11-13 2023-11-13 Prestressed concrete tubular pile supporting structure

Publications (1)

Publication Number Publication Date
CN220977981U true CN220977981U (en) 2024-05-17

Family

ID=91061812

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202323049999.2U Active CN220977981U (en) 2023-11-13 2023-11-13 Prestressed concrete tubular pile supporting structure

Country Status (1)

Country Link
CN (1) CN220977981U (en)

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