High-performance prestressed concrete hollow support pile

By designing connecting frames, connecting blocks, clamps, splicing blocks and jacks on high-performance prestressed concrete hollow support piles, the problems of centerline irregularities and gaps during the baffle height and side-by-side installation are solved, and a more stable and firm support effect is achieved.

CN222685467UInactive Publication Date: 2025-03-28YANCHENG SHUANGQIANG PILES CO LTD
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Patent Information

Application Number
CN202420801347.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-17
Publication Date
2025-03-28
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

The existing high-performance prestressed concrete hollow support piles are prone to problems such as irregular centerline, offset and inclination, large gaps, and poor waterproof and soil retaining effect when installed in high barriers and side-by-side.

Method used

A high-performance prestressed concrete hollow support pile was designed. By setting up connection frames, connecting blocks, clamps, splicing blocks and jacks, the stable splicing and firm connection of the support pile body is achieved, and the stability and firmness of the base height and side-by-side installation are enhanced.

Benefits of technology

Through this design, the stability of the use of the barrier height is improved, the problem of irregular center lines during the barrier is avoided, and the gap is reduced through a firm connection, which improves the effect of waterproof and soil retaining.

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Abstract

The utility model provides a high-performance prestressed concrete hollow support pile, belongs to the field of support engineering, and aims to solve the problem of inconvenience in firm connection and use, the high-performance prestressed concrete hollow support pile comprises a support pile body and a through hole, the support pile body is provided with the through hole, the support pile body is fixedly connected with a connecting block, the connecting block is fixedly connected with a clamping block, and the clamping block is fixedly connected with the through hole. Splicing blocks are fixedly connected to the supporting pile body, and inserting holes are formed in the splicing blocks. According to the supporting pile, through the arranged splicing blocks, when the supporting pile bodies are spliced and fixed, the splicing blocks on one supporting pile body can be inserted into the other supporting pile body, the splicing blocks on the two supporting pile bodies can be spliced for use, and in order to improve the use firmness, used reinforcing steel bars can be inserted through inserting holes in the splicing blocks, so that the supporting pile bodies are spliced and fixed; and concrete pouring is conducted through the pouring holes in the middles of the splicing blocks, the connecting and using firmness is improved, and the situation that the using firmness is affected due to large gaps is avoided.
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Description

Technical Field

[0001] The utility model relates to the field of support engineering, and in particular to a high-performance prestressed concrete hollow support pile. Background Art

[0002] High-performance prestressed concrete hollow support piles are a structural support system, usually used in foundation pit support, river bank reinforcement, bridge foundation and other projects. Due to its reliable structural performance, large cross-sectional stiffness, simple and easy construction, and beautiful molding effect, it has been used in small and medium-sized river regulation, waterway management, sea reclamation, municipal drainage, road subgrade support and urban foundation pit projects.

[0003] However, most of the current high-performance prestressed concrete hollow support piles have the following problems:

[0004] 1. Existing high-performance prestressed concrete hollow support piles are prone to misalignment of the center line when they need to be installed for high-rise construction, resulting in deviation and tilt, which affects the stability of use and is inconvenient for high-rise construction.

[0005] Second, the existing high-performance prestressed concrete hollow support piles have a relatively simple connection method when they are installed side by side, resulting in a relatively large gap between them, poor waterproof and retaining effect, and the side-by-side hollow support piles are prone to tilting during use, which affects the stability of use and is inconvenient to be firmly connected for use.

[0006] Therefore, we made improvements and proposed a high-performance prestressed concrete hollow supporting pile. Utility Model Content

[0007] The utility model aims to solve the existing problems of inconvenience in stacking and firmly connecting.

[0008] In order to achieve the above purpose, the utility model provides the following technical solutions:

[0009] High performance prestressed concrete hollow supporting piles are used to improve the above problems.

[0010] The specific application is as follows:

[0011] It includes a supporting pile body and a through hole, wherein the supporting pile body begins to have a through hole, the supporting pile body is fixedly connected to a connecting frame, a card slot begins to be formed in the connecting frame, the supporting pile body is fixedly connected to a connecting block, the connecting block is fixedly connected to a card block, the supporting pile body is fixedly connected to a splicing block, and the splicing block is provided with a socket.

[0012] As a preferred technical solution of the present application, the side end surface of the connecting frame is flush with the side end surface of the supporting pile body, and the slots are equidistantly arranged in the connecting frame.

[0013] As a preferred technical solution of the present application, the outer side surface of the connecting block is in contact with the inner side surface of the connecting frame, and the clamping blocks are arranged on the connecting block at equal distances.

[0014] As a preferred technical solution of the present application, the splicing blocks are arranged in two groups, and the two groups of splicing blocks are arranged on the left and right sides of the supporting pile body, and each group of splicing blocks is equidistantly distributed on one side of the supporting pile body.

[0015] As a preferred technical solution of the present application, casting holes are opened on the splicing block, reinforcing steel bars are fixedly connected to the support pile body, and the sockets are symmetrically distributed on the left and right sides of the splicing block.

[0016] Compared with the prior art, the utility model has the following beneficial effects:

[0017] In the scheme of this application:

[0018] 1. Through the connection frame, when stacking, the connection block on the support pile body can be inserted into the connection frame on another support pile body for splicing. At the same time, the card block on the connection block can be stably engaged in the card slot in the connection frame, which improves the stability of stacking and avoids the stability of use affected by not being on the same horizontal line when stacking.

[0019] 2. When the supporting pile bodies are spliced ​​and fixed by means of the provided splicing blocks, the splicing blocks on the supporting pile body can be inserted into another supporting pile body. The splicing blocks on the two supporting pile bodies can be spliced ​​and used. In order to improve the firmness of use, the steel bars used can be inserted through the sockets on the splicing blocks, and the pouring holes in the middle of the splicing blocks can be used to pour concrete, thereby improving the firmness of the connection and avoiding large gaps that affect the firmness of use. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 A schematic diagram of the overall three-dimensional structure of the high-performance prestressed concrete hollow support piles provided in this application;

[0021] Figure 2 A schematic diagram of the side view structure of the supporting pile body of the high-performance prestressed concrete hollow supporting pile provided in this application;

[0022] Figure 3 A schematic diagram of the side view of the connection frame of the high-performance prestressed concrete hollow support piles provided in this application;

[0023] Figure 4 A schematic diagram of the top view structure of the reinforced steel bars of the high-performance prestressed concrete hollow support piles provided in this application;

[0024] Figure 5 A schematic diagram of a top view of the connecting frame of high-performance prestressed concrete hollow support piles provided in this application;

[0025] Figure 6 This is a schematic diagram of the upward structural view of the connection block of the high-performance prestressed concrete hollow supporting piles provided in this application.

[0026] Markings in the figure: 1. Support pile body; 2. Through hole; 3. Connecting frame; 4. Slot; 5. Connecting block; 6. Block; 7. Splicing block; 8. Socket; 9. Casting hole; 10. Reinforcement steel bar. DETAILED DESCRIPTION

[0027] To make the purpose, technical solution and advantages of the embodiment of the utility model clearer, the technical solution in the embodiment of the utility model will be described clearly and completely in conjunction with the accompanying drawings. Obviously, the described embodiment is a part of the embodiment of the utility model, not all of the embodiments.

[0028] Therefore, the following detailed description of the embodiments of the present invention is not intended to limit the scope of the present invention to be protected, but merely represents some embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0029] It should be noted that, in the absence of conflict, the embodiments of the present invention and the features and technical solutions in the embodiments may be combined with each other.

[0030] It should be noted that similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, further definition and explanation thereof is not required in subsequent drawings.

[0031] In the description of the present utility model, it should be noted that the terms "upper", "lower", etc. indicate the orientation or position relationship based on the orientation or position relationship shown in the drawings, or the orientation or position relationship in which the product is usually placed when in use, or the orientation or position relationship commonly understood by those skilled in the art. Such terms are only for the convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present utility model. In addition, the terms "first", "second", etc. are only used to distinguish the description, and cannot be understood as indicating or implying relative importance.

[0032] Embodiment 1:

[0033] like Figure 1-6As shown, this embodiment proposes a high-performance prestressed concrete hollow supporting pile, including a supporting pile body 1 and a through hole 2, the supporting pile body 1 starts with the through hole 2, the supporting pile body 1 is fixedly connected with a connecting frame 3, the connecting frame 3 starts with a card slot 4, the supporting pile body 1 is fixedly connected with a connecting block 5, the connecting block 5 is fixedly connected with a card block 6, the supporting pile body 1 is fixedly connected with a splicing block 7, and the splicing block 7 is provided with a socket 8.

[0034] Embodiment 2:

[0035] The solution in Example 1 is further introduced below in combination with a specific working method, as described below:

[0036] like Figure 2 As shown, as a preferred embodiment, on the basis of the above method, further, the side end face of the connecting frame 3 is flush with the side end face of the supporting pile body 1, and the slots 4 are equidistantly arranged in the connecting frame 3, which can ensure that the connecting frame 3 is flush with the side end face of the supporting pile body 1, which can improve the stability of subsequent side end splicing.

[0037] like Figure 3 As shown, as a preferred embodiment, on the basis of the above method, further, the outer side surface of the connecting block 5 is in contact with the inner side surface of the connecting frame 3, and the clamping blocks 6 are equidistantly arranged on the connecting block 5, which can ensure that the connecting block 5 can be stably clamped in the connecting frame 3 for connection.

[0038] like Figure 2 As shown, as a preferred embodiment, on the basis of the above method, further, two groups of splicing blocks 7 are arranged, and the two groups of splicing blocks 7 are arranged on the left and right sides of the supporting pile body 1. Each group of splicing blocks 7 is equidistantly distributed on one side of the supporting pile body 1, which can ensure that the splicing blocks 7 on both sides can be smoothly spliced ​​and used.

[0039] like Figure 4 As shown, as a preferred embodiment, on the basis of the above method, further, a casting hole 9 is opened on the splicing block 7, a reinforcing steel bar 10 is fixedly connected in the supporting pile body 1, and the insertion holes 8 are symmetrically distributed on the left and right sides of the splicing block 7, which can ensure that the insertion holes 8 on both sides can stably insert the steel bars for connection and use.

[0040] Specifically, when the high-performance prestressed concrete hollow support pile is used, Figure 1-6When the supporting pile body 1 is used for splicing and blocking, the supporting pile body 1 can be installed in the use position, and the connecting block 5 on another supporting pile body 1 is inserted into the connecting frame 3 on the supporting pile body 1. At the same time, the clamping block 6 on the connecting block 5 can be stably engaged in the clamping groove 4 on the connecting frame 3, thereby improving the stability of the connection and avoiding the situation where the center line of the pile is unstable. In addition, the supporting pile body 1 is provided with reinforcing steel bars 10, which can improve the use strength of the supporting pile body 1. At the same time, concrete can be poured into the through hole 2 in the supporting pile body 1. After solidification, the stability and strength of use can be improved.

[0041] When the supporting pile bodies 1 need to be connected side by side for use, the splicing block 7 on one side of the supporting pile body 1 can be inserted into the side of another supporting pile body 1. The splicing block 7 between the supporting pile bodies 1 on both sides can play a snapping role. At the same time, the steel bars are inserted into the insertion holes 8 of the splicing blocks 7 for connection. By pouring concrete into the casting holes 9 in the splicing blocks 7, concrete can be filled to seal and improve the strength of the connection after solidification, thereby avoiding tilting and deviation.

[0042] The above embodiments are only used to illustrate the utility model but not to limit the technical solutions described in the utility model. Although the present invention has been described in detail with reference to the above embodiments, the utility model is not limited to the above specific implementation methods. Therefore, any modification or equivalent replacement of the utility model; and all technical solutions and improvements that do not deviate from the spirit and scope of the utility model are included in the scope of the claims of the utility model.

Claims

1. A high-performance prestressed concrete hollow supporting pile, comprising a supporting pile body (1) and a through hole (2), characterized in that: The supporting pile body (1) begins to have a through hole (2), the supporting pile body (1) is fixedly connected to a connecting frame (3), a clamping groove (4) begins to be formed in the connecting frame (3), the supporting pile body (1) is fixedly connected to a connecting block (5), the connecting block (5) is fixedly connected to a clamping block (6), the supporting pile body (1) is fixedly connected to a splicing block (7), and the splicing block (7) is provided with a plug hole (8).

2. A high performance prestressed concrete hollow support pile according to claim 1, characterized in that: The side end surface of the connecting frame (3) is flush with the side end surface of the supporting pile body (1), and the clamping grooves (4) are arranged in the connecting frame (3) at equal intervals.

3. A high performance prestressed concrete hollow support pile according to claim 1, characterized in that: The outer side surface of the connecting block (5) is in contact with the inner side surface of the connecting frame (3), and the clamping blocks (6) are arranged on the connecting block (5) at equal distances.

4. The high performance prestressed concrete hollow support pile according to claim 1, characterized in that: The splicing blocks (7) are arranged in two groups, and the two groups of splicing blocks (7) are arranged on the left and right sides of the supporting pile body (1), and each group of splicing blocks (7) is equidistantly distributed on one side of the supporting pile body (1).

5. The high performance prestressed concrete hollow support pile according to claim 1, characterized in that: The splicing block (7) is provided with a casting hole (9), a reinforcing steel bar (10) is fixedly connected inside the supporting pile body (1), and the insertion holes (8) are symmetrically distributed on the left and right sides of the splicing block (7).