CN218521787U - Simple prefabricated pipe pile core filling auxiliary device - Google Patents
Simple prefabricated pipe pile core filling auxiliary device Download PDFInfo
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- CN218521787U CN218521787U CN202222301067.1U CN202222301067U CN218521787U CN 218521787 U CN218521787 U CN 218521787U CN 202222301067 U CN202222301067 U CN 202222301067U CN 218521787 U CN218521787 U CN 218521787U
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- auxiliary device
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- tubular pile
- precast tubular
- core filling
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Abstract
A simple prefabricated pipe pile core filling auxiliary device comprises a guide sliding baffle, a fixed handrail and a stabilizing rod; the side edges of the 4 guide sliding baffles are sequentially connected to form an auxiliary device body, the upper end of the auxiliary device body is provided with the fixed handrail, the lower end of the auxiliary device body is provided with the stabilizing rod, the fixed handrail is arranged along the width direction of the auxiliary device body, and the stabilizing rod is arranged along the length direction of the auxiliary device body; and the method can be repeatedly utilized for multiple times, saves materials and secondary labor cost, and is favorable for popularization and application in precast tubular pile core filling construction in a building construction site.
Description
Technical Field
The utility model belongs to the technical field of the construction, especially, relate to a simple and easy precast tubular pile irritates core auxiliary device.
Background
In the pile foundation enclosure construction stage, the precast tubular pile is mainly poured by an automobile pump, a tower crane or other devices, while the traditional precast tubular pile core pouring mode generally adopts a tower crane to hoist concrete and is matched with manual pouring, if the application number is CN202023327751.4, the name is a tower crane concrete feeding device which comprises a concrete pump truck, a conveying pump pipe and a telescopic movable pipe, wherein the conveying pump pipe is vertically arranged in a tower body of the tower crane, the telescopic movable pipe is arranged on a trolley track of a tower crane rotating arm through a telescopic sliding mechanism, the conveying pump pipe is connected with the telescopic movable pipe through a rotary joint, the rotary joint is arranged in a direction-changing rotating mechanism of the tower crane, and the rotary joint synchronously rotates along with the direction-changing rotating mechanism of the tower crane; the concrete pump truck is connected to a delivery pump pipe. This mode can cause a large amount of concrete to be excessive in the process of irritating the core, causes the material extravagant, and the later stage still needs artifical clearance can cause the manpower extravagant, the increase cost.
To the construction of job site precast tubular pile core filling, for solving the extravagant, the cost of labor improvement scheduling problem of the core in-process concrete of irritating, provide a simple and easy precast tubular pile core filling auxiliary device.
SUMMERY OF THE UTILITY MODEL
The utility model relates to an overcome the defect among the above-mentioned prior art, provide a simple and easy precast tubular pile and irritate core auxiliary device both can repeat applicable many times, irritate the waste that the core in-process also can avoid the concrete.
In order to achieve the above purpose, the utility model adopts the technical scheme that: a simple prefabricated pipe pile core filling auxiliary device comprises a guide sliding baffle, a fixed handrail and a stabilizing rod; the side edges of the 4 guide sliding baffles are sequentially connected to form an auxiliary device body, a fixed handrail is installed at the upper end of the auxiliary device body, a stabilizing rod is installed at the lower end of the auxiliary device body, the fixed handrail is arranged along the width direction of the auxiliary device body, and the stabilizing rod is arranged along the length direction of the auxiliary device body.
As an optimized scheme of the utility model, auxiliary device body upper end forms the upper shed, and the lower extreme forms the under shed, and the upper shed area is greater than the under shed area.
As a preferred scheme of the utility model, two fixed handrails are a set of, and bilateral symmetry lays on the smooth baffle surface of leading that left and right set up.
As an optimized scheme of the utility model, the upper surface of fixed handrail and auxiliary device body upper surface parallel and level.
As a preferred scheme of the utility model, two of firm pole are a set of, and the front and back symmetry is laid in the front and back and is set up lead on the smooth baffle surface.
As an optimized scheme of the utility model, the lower surface of firm pole and auxiliary device body lower surface parallel and level.
As an optimized proposal of the utility model, the stabilizing rod and the fixed handrail are vertically arranged.
As a preferred scheme of the utility model, it is adjacent lead between the smooth baffle and connect through the carpenter's nail.
As an optimized scheme of the utility model, fixed handrail passes through the carpenter and follows closely the connection on the auxiliary device body, firm pole passes through the carpenter and follows closely the connection on the auxiliary device body.
As a preferred scheme of the utility model, fixed handrail, firm pole are made by the square timber.
The utility model has the advantages that:
the simple precast tubular pile core filling auxiliary device provided by the utility model has the advantages of simple structure, convenient operation and low cost, the used materials can be obtained locally on site, the waste of concrete in the core filling construction process can be effectively reduced, and the construction quality and the production efficiency are improved; and the method can be repeatedly utilized for multiple times, saves materials and secondary labor cost, and is favorable for popularization and application in precast tubular pile core filling construction in a building construction site.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
fig. 2 is a side view of an embodiment of the invention;
fig. 3 is a top view of an embodiment of the invention;
fig. 4 is an installation schematic of an embodiment of the invention;
reference numbers in the figures: the device comprises a guide sliding baffle 1, a fixed handrail 2, a woodworking nail 3, a stabilizing rod 4, a precast tubular pile 5, a pile cap 6, an anchoring steel bar 7, an auxiliary device body 100, an upper opening 101 and a lower opening 102.
Detailed Description
The following describes embodiments of the present invention in detail with reference to the accompanying drawings.
As shown in fig. 1-4, a simple precast tubular pile core-filling auxiliary device includes a guiding and sliding baffle 1, a fixed handrail 2, and a stabilizing rod 4; the side edges of the 4 slide guide baffles 1 are sequentially connected to form an auxiliary device body 100, the upper end of the auxiliary device body 100 is provided with a fixed handrail 2, the lower end of the auxiliary device body 100 is provided with a stabilizing rod 4, the fixed handrail 2 is arranged along the width direction of the auxiliary device body 100, and the stabilizing rod 4 is arranged along the length direction of the auxiliary device body 100.
The auxiliary device body 100 has an upper opening 101 formed at an upper end thereof and a lower opening 102 formed at a lower end thereof, and the upper opening 101 has an area larger than that of the lower opening 102.
Specifically, the sliding guide baffle 1 is a woodworking template with the upper bottom of 280mm, the lower bottom of 490mm and the height of 560mm, the auxiliary device body 100 is composed of four sliding guide baffles 1 with the same size, and the integrity and the stability of the device main body are ensured by fixedly connecting the sliding guide baffles 1 through woodworking nails 3.
The upper opening 101 and the lower opening 102 are both rectangular, in order to enable concrete to be poured in a guiding manner and enter the precast tubular pile without waste, the length and width dimensions of the upper opening 101 are both larger than those of the lower opening 102, the upper opening 101 can receive more concrete, and the received concrete can be obliquely guided into the lower opening 102.
The arrangement of the fixed handrail 2 and the stable rod 4 is convenient for workers to lift and place the auxiliary device body 100; the contact area between the auxiliary device body 100 and the ground is increased by the stabilizing rod 4 at the lower end of the auxiliary device body 100, so that the auxiliary device body 100 can be placed on the top of the precast tubular pile 5 more stably; further, fixed handrail 2 is laid along 100 width direction of auxiliary device body, and firm pole 4 is laid along 100 length direction of auxiliary device body, and fixed handrail 2, the not equidirectional laying of firm pole 4 are favorable to anchor reinforcing bar 7 to realize fast spacing to auxiliary device body 100, are favorable to auxiliary device body 100 to steadily place on precast tubular pile 5 top and uninterruptedly transmit the concrete, reduce the artifical cost of transporting the concrete not of inclining.
The two fixed handrails 2 are in a group and are symmetrically arranged on the outer surfaces of the left and right slide guide baffles 1; the upper surface of the fixed handrail 2 is flush with the upper surface of the auxiliary device body 100.
The two stabilizing rods 4 are in a group and are symmetrically distributed on the outer surface of the front and rear sliding guide baffle plates 1; the lower surface of the stabilizing rod 4 is flush with the lower surface of the auxiliary device body 100.
The stabilizing rod 4 and the fixed handrail 2 are vertically arranged.
Specifically, the fixed handrail 2 is fixed on two parallel side surfaces at the upper end of the auxiliary device body 100 through the carpenter nail 3, and is flush with the upper opening of the device body 100; the stabilizing rod 4 is fixed on two different side surfaces of the auxiliary device body 100, which are different from the fixed handrail 2, through the woodworking nails 3 and is flush with the lower opening of the device body 100; the stabilizing rod 4 and the fixed handrail 2 are vertically arranged to facilitate the left-right, front-back positioning and limiting of the auxiliary device body 100 on the pile cap.
The adjacent sliding guide baffle plates 1 are connected through carpenter nails 3, and the carpenter nails 3 are arranged on two side edges of the sliding guide baffle plates 1; meanwhile, the fixed handrail 2 is connected to the auxiliary device body 100 through the carpenter nail 3, the stabilizing rod 4 is connected to the auxiliary device body 100 through the carpenter nail 3, and the carpenter nail 3 is located on two sides of the fixed handrail 2 and the stabilizing rod 4. The fixed handrail 2 and the stabilizing rod 4 are made of square wood, wherein the fixed handrail 2 is preferably 50 × 70 × 1050mm square wood, and the stabilizing rod 4 is preferably 50 × 70 × 675mm square wood.
Concrete implementation a simple and easy precast tubular pile irritates core auxiliary device:
when preparing the precast tubular pile core-filling construction, firstly, the auxiliary device body 100 is placed at the top of the precast tubular pile 5, and the auxiliary device body 100 is stably placed at the top of the precast tubular pile 5 by using the cross limit among the stabilizing rod 4, the fixed handrail 2 and the anchoring steel bar 7.
Concrete enters the auxiliary device body 100 through the upper opening 101, then is guided to the pile core through the guide sliding baffle 1 in the auxiliary device body 100, and after the core filling construction of one precast tubular pile is completed, a worker directly moves the device to the top of the next precast tubular pile through the fixed handrail 2 to carry out the core filling construction.
The materials of the guide sliding baffle 1, the fixed handrail 2 and the stabilizing rod 4 can be locally obtained and processed on site, and can be repeatedly utilized for multiple times, so that the material and the secondary labor cost are saved; meanwhile, the upper opening 101 with the large opening can effectively reduce the waste of concrete in the core filling construction process, and the construction quality and the production efficiency are improved.
Although the reference numerals in the figures are used more here: the technical scheme is that the device comprises terms such as a guide sliding baffle 1, a fixed handrail 2, a woodworking nail 3, a stabilizing rod 4, a prefabricated tubular pile 5, a pile cap 6, an anchoring steel bar 7, an auxiliary device body 100, an upper opening 101, a lower opening 102 and the like, but the possibility of using other terms is not excluded; these terms are used merely to more conveniently describe and explain the nature of the present invention; they are to be construed in a manner that is inconsistent with the spirit of the invention.
Claims (10)
1. The utility model provides a simple and easy precast tubular pile irritates core auxiliary device which characterized in that: comprises a guide slide baffle (1), a fixed handrail (2) and a stable rod (4); 4 the side of leading smooth baffle (1) connects gradually and forms auxiliary device body (100), fixed handrail (2) of auxiliary device body (100) upper end installation, firm pole (4) of auxiliary device body (100) lower extreme installation, fixed handrail (2) are laid along auxiliary device body (100) width direction, firm pole (4) are laid along auxiliary device body (100) length direction.
2. The simple precast tubular pile core filling auxiliary device of claim 1, which is characterized in that: an upper opening (101) is formed at the upper end of the auxiliary device body (100), a lower opening (102) is formed at the lower end of the auxiliary device body, and the area of the upper opening (101) is larger than that of the lower opening (102).
3. The simple precast tubular pile core filling auxiliary device according to claim 1, which is characterized in that: two fixed handrails (2) are a group and are symmetrically arranged on the outer surfaces of the left and right sliding guide baffle plates (1).
4. The simple precast tubular pile core filling auxiliary device according to claim 3, characterized in that: the upper surface of the fixed handrail (2) is flush with the upper surface of the auxiliary device body (100).
5. The simple precast tubular pile core filling auxiliary device of claim 1, which is characterized in that: the two stabilizing rods (4) are in a group and are symmetrically arranged on the outer surface of the front and back sliding guide baffle plates (1).
6. The simple precast tubular pile core filling auxiliary device of claim 5, which is characterized in that: the lower surface of the stabilizing rod (4) is flush with the lower surface of the auxiliary device body (100).
7. The simple precast tubular pile core filling auxiliary device according to claim 6, characterized in that: the stabilizing rod (4) and the fixed handrail (2) are vertically arranged.
8. The simple precast tubular pile core filling auxiliary device according to claim 1, which is characterized in that: the adjacent guide sliding baffle plates (1) are connected through a woodworking nail (3).
9. The simple precast tubular pile core filling auxiliary device of claim 1, which is characterized in that: the fixed handrail (2) is connected to the auxiliary device body (100) through a woodworking nail (3), and the stabilizing rod (4) is connected to the auxiliary device body (100) through the woodworking nail (3).
10. The simple precast tubular pile core filling auxiliary device according to claim 9, characterized in that: the fixed handrail (2) and the stabilizing rod (4) are both made of square wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222301067.1U CN218521787U (en) | 2022-08-30 | 2022-08-30 | Simple prefabricated pipe pile core filling auxiliary device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222301067.1U CN218521787U (en) | 2022-08-30 | 2022-08-30 | Simple prefabricated pipe pile core filling auxiliary device |
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| Publication Number | Publication Date |
|---|---|
| CN218521787U true CN218521787U (en) | 2023-02-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202222301067.1U Active CN218521787U (en) | 2022-08-30 | 2022-08-30 | Simple prefabricated pipe pile core filling auxiliary device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117507122A (en) * | 2024-01-04 | 2024-02-06 | 吉林市政建设集团有限公司 | Prefabricated tubular pile concrete core filling height quantitative control system |
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2022
- 2022-08-30 CN CN202222301067.1U patent/CN218521787U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117507122A (en) * | 2024-01-04 | 2024-02-06 | 吉林市政建设集团有限公司 | Prefabricated tubular pile concrete core filling height quantitative control system |
| CN117507122B (en) * | 2024-01-04 | 2024-03-08 | 吉林市政建设集团有限公司 | Prefabricated tubular pile concrete core filling height quantitative control system |
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