Concrete precast pile and plastic steel sheet pile connecting structure
By installing connecting sleeves and connecting blocks on precast concrete piles to connect with the convex and concave edges of plastic steel sheet piles, combined with the design of guide sleeves and tie rods, the problem of unstable connection between plastic steel sheet piles and precast concrete piles is solved, enabling more robust alternating use and enhancing the stability of the revetment structure.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- JINHONGSHENG NEW MATERIALS (ZHEJIANG) CO LTD
- Filing Date
- 2025-05-21
- Publication Date
- 2026-04-28
AI Technical Summary
In the existing technology, plastic steel sheet piles and precast concrete piles lack effective connection structures, resulting in poor connection stability and making it difficult to achieve stable alternating use.
The connection is strengthened by installing connectors, including butt sleeves and butt blocks, on the precast concrete piles to connect with the convex and concave edges of the plastic steel sheet piles, combined with the design of guide sleeves, tie rods and nuts.
This achieves a firm connection between precast concrete piles and plastic steel sheet piles, enhances the stability of alternating use, and improves the overall stability of the revetment structure.
Smart Images
Figure CN224173294U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to a sheet pile connection structure, specifically a connection structure between a precast concrete pile and a plastic steel sheet pile, belonging to the technical field of sheet pile connection structures. Background Technology
[0002] Bank protection is an engineering measure that involves artificially reinforcing existing riverbank slopes to defend against wave and current erosion, as well as groundwater action, and to maintain shoreline stability. Currently, concrete and masonry blocks are widely used to construct bank protection structures, and precast concrete piles and plastic steel sheet piles can also be used.
[0003] However, in the existing technology, when plastic steel sheet piles and precast concrete piles are used alternately, there is a lack of corresponding connection structures, which makes the connection between plastic steel sheet piles and precast concrete piles less stable. Therefore, a connection structure between precast concrete piles and plastic steel sheet piles is needed to solve the above-mentioned technical problems. Utility Model Content
[0004] The purpose of this utility model is to provide a connection structure between precast concrete piles and plastic steel sheet piles in order to solve the above problems. The connection is made by connecting the butt sleeve on the precast concrete pile to the protruding edge on one side of the sheet pile base, and connecting the butt block on the precast concrete pile to the concave edge on the other sheet pile base. This makes the connection between the sheet pile base and the precast concrete pile more solid and facilitates the alternation of plastic steel sheet piles and precast concrete piles.
[0005] This utility model achieves the above-mentioned objectives through the following technical solution: a connection structure between a precast concrete pile and a plastic steel sheet pile, comprising a plastic steel sheet pile and a precast concrete pile, wherein a connector is installed on the precast concrete pile, the connector comprising a connecting sleeve and a connecting block, the precast concrete pile having connecting sleeves and connecting blocks on both sides, the plastic steel sheet pile comprising a sheet pile base and a convex edge and a concave edge on both sides of the sheet pile base, two sheet pile bases being connected to both sides of the precast concrete pile, and the connecting sleeves and connecting blocks on both sides of the precast concrete pile being respectively connected to the convex edge and concave edge on one sheet pile base.
[0006] Preferably, the convex edge has a circular cross-section, and the concave edge has a circular groove inside, which improves the connection between the convex edge and the concave edge.
[0007] Preferably, the mating sleeve and the concave edge have the same shape, and the convex edge and the mating block have the same shape, which facilitates the assembly between the precast concrete pile and the plastic steel sheet pile.
[0008] Preferably, the precast concrete pile has multiple hollow guide sleeves equidistantly arranged inside, and the guide sleeves are perpendicular to the through groove on the precast concrete pile, which reduces the self-weight of the precast concrete pile and reduces the amount of material.
[0009] Preferably, the mating sleeve is fixed with multiple pull rods, the pull rods pass through the guide sleeve, the pull rods engage with the mating block, and the ends of the pull rods are threaded with nuts, which abut against the mating block, facilitating the assembly of the mating sleeve and the mating block.
[0010] Preferably, the mating block is provided with multiple waist-shaped grooves, and the nut is located in the waist-shaped grooves for easy storage of the nut.
[0011] Preferably, the bottom end of the precast concrete pile is fixed with a rim, which is V-shaped, making it easier for the precast concrete pile to be inserted into the soil.
[0012] Preferably, the sheet pile foundation is provided with multiple reinforcing ribs, which are semi-cylindrical in structure, enhancing the compressive strength of the sheet pile foundation. The beneficial effects of this invention are: the sheet pile foundation has raised and recessed edges on both sides; two sheet pile foundations are connected to both sides of the precast concrete pile; the connecting sleeves and connecting blocks on both sides of the precast concrete pile are respectively connected to the raised and recessed edges on one sheet pile foundation; by connecting the connecting sleeves on the precast concrete pile to the raised edge on one side of the sheet pile foundation, and connecting the connecting blocks on the precast concrete pile to the recessed edge on the other sheet pile foundation, the connection between the sheet pile foundation and the precast concrete pile is more secure, facilitating the alternating use of plastic steel sheet piles and precast concrete piles. Attached Figure Description
[0013] Figure 1 This is a schematic diagram of the overall structure of this utility model;
[0014] Figure 2 for Figure 1 The diagram shown is an enlarged view of the structure of part A.
[0015] Figure 3 This is a schematic diagram of the connection structure between the precast concrete pile and the connector of this utility model;
[0016] Figure 4 This is a structural schematic diagram of the precast concrete pile of this utility model;
[0017] Figure 5 for Figure 4 The diagram shown is an enlarged view of the structure of section B.
[0018] Figure 6 This is a schematic diagram of the structure of the connector of this utility model;
[0019] Figure 7 for Figure 6 The diagram shows an enlarged view of section C.
[0020] In the diagram: 1. Plastic steel sheet pile; 101. Sheet pile base; 102. Raised edge; 103. Reinforcing bar; 104. Recessed edge; 2. Precast concrete pile; 3. Through groove; 4. Connector; 401. Butt sleeve; 402. Butt block; 403. Guide sleeve; 404. Tie rod; 405. Nut; 406. Waist-shaped groove; 5. Edge banding. Detailed Implementation
[0021] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.
[0022] Please see Figures 1-7 As shown, a connection structure between a precast concrete pile and a plastic steel sheet pile includes a plastic steel sheet pile 1 and a precast concrete pile 2. A connector 4 is installed on the precast concrete pile 2. The connector 4 includes a connecting sleeve 401 and a connecting block 402. The precast concrete pile 2 has connecting sleeves 401 and connecting blocks 402 on both sides. The plastic steel sheet pile 1 includes a sheet pile base 101 and protruding edges 102 and concave edges 104 on both sides of the sheet pile base 101. Two sheet pile bases 104 are connected to both sides of the precast concrete pile 2. 1. The connecting sleeves 401 and connecting blocks 402 on both sides of the precast concrete pile 2 are respectively connected to the protruding edge 102 and the concave edge 104 on a sheet pile base 101; when assembling adjacent plastic steel sheet piles 1, the protruding edge 102 on one sheet pile base 101 can be engaged with the concave edge 104 on another sheet pile base 101; the cross section of the protruding edge 102 is circular, and the interior of the concave edge 104 is provided with a groove with a circular cross section, which increases the stress area and makes the connection more secure.
[0023] As a technical optimization of this utility model, the connecting sleeve 401 and the concave edge 104 have the same shape, the convex edge 102 and the connecting block 402 have the same shape, and multiple hollow guide sleeves 403 are equidistantly arranged inside the precast concrete pile 2. The guide sleeves 403 are perpendicular to the through grooves 3 on the precast concrete pile 2. Multiple tie rods 404 are fixed on the connecting sleeve 401, and the tie rods 404 pass through the guide sleeves 403. The guide sleeves 403 and the precast concrete pile 2 are integrally cast and formed. When the guide sleeves 403 and the precast concrete pile 2 are connected... After molding, other components can be installed as needed. The tie rod 404 passes through the guide sleeve 403, so that the connecting sleeve 401 abuts against the precast concrete pile 2. The connecting block 402 is installed on the other side, so that the connecting block 402 engages with the tie rod 404. The tie rod 404 engages with the connecting block 402. The end of the tie rod 404 is threadedly connected to a nut 405, which abuts against the connecting block 402. Rotate the nut 405 so that it abuts against the connecting block 402. The connecting block 402 and the connecting sleeve 401 abut against both sides of the precast concrete pile 2.
[0024] As a technical optimization of this utility model, the docking block 402 is provided with a plurality of waist-shaped grooves 406, and the nut 405 is located in the waist-shaped grooves 406; thus reducing the space occupied.
[0025] As a technical optimization of this utility model, the bottom end of the precast concrete pile 2 is fixed with a edging 5, which is V-shaped, so that the end of the precast concrete pile 2 is inclined, making it easier for the precast concrete pile 2 to be inserted into the soil.
[0026] As a technical optimization of this utility model, the sheet pile foundation 101 is provided with multiple reinforcing ribs 103, and the reinforcing ribs 103 are in the form of semi-cylindrical structures.
[0027] In use, the guide sleeve 403 and the precast concrete pile 2 are integrally cast. After the guide sleeve 403 and the precast concrete pile 2 are formed, other components can be installed as needed. The tie rod 404 passes through the guide sleeve 403, so that the connecting sleeve 401 abuts against the precast concrete pile 2. The connecting block 402 is installed on the other side, so that the connecting block 402 engages with the tie rod 404. Then, the nut 405 is rotated so that the nut 405 abuts against the connecting block 402. The connecting block 402 and the connecting sleeve 401 abut against both sides of the precast concrete pile 2. The nut 405 is located in the waist-shaped groove 406, which reduces the space occupied. Alternatively, the connecting block 402 can be directly welded to the tie rod 404. Then, a pile driver is used to insert the plastic steel sheet pile 1 and the precast concrete pile 2 into the soil. In the soil, when assembling adjacent plastic steel sheet piles 1, the protruding edge 102 on one sheet pile base 101 is engaged with the concave edge 104 on another sheet pile base 101. When connecting plastic steel sheet piles 1 and precast concrete piles 2, the connecting sleeve 401 on the precast concrete pile 2 is connected to the protruding edge 102 on one side of the sheet pile base 101, and the connecting block 402 on the precast concrete pile 2 is connected to the concave edge 104 on another sheet pile base 101. This makes the connection between the sheet pile base 101 and the precast concrete pile 2 more secure, and facilitates the alternating use of plastic steel sheet piles 1 and precast concrete piles 2. The cross-section of the protruding edge 102 is circular, and the interior of the concave edge 104 has a groove with a circular cross-section, which increases the stress area and makes the connection more secure.
[0028] It will be apparent to those skilled in the art that this invention is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or essential characteristics of this invention. Therefore, the embodiments should be considered illustrative and non-limiting in all respects, and the scope of this invention is defined by the appended claims rather than the foregoing description. Thus, it is intended that all variations falling within the meaning and scope of equivalents of the claims be included within this invention. No reference numerals in the claims should be construed as limiting the scope of the claims.
[0029] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.
Claims
1. A connection structure between precast concrete piles and plastic steel sheet piles, comprising plastic steel sheet piles (1) and precast concrete piles (2), characterized in that: The precast concrete pile (2) is equipped with a connector (4), which includes a connecting sleeve (401) and a connecting block (402). The precast concrete pile (2) has a connecting sleeve (401) and a connecting block (402) on both sides. The plastic steel sheet pile (1) includes a sheet pile base (101) and a raised edge (102) and a recessed edge (104) on both sides of the sheet pile base (101). The precast concrete pile (2) is connected to two sheet pile bases (101) on both sides. The connecting sleeve (401) and the connecting block (402) on both sides of the precast concrete pile (2) are respectively connected to the raised edge (102) and the recessed edge (104) on one sheet pile base (101).
2. The connection structure between precast concrete piles and plastic steel sheet piles according to claim 1, characterized in that: The convex edge (102) has a circular cross-section, and the concave edge (104) has a circular groove inside.
3. The connection structure between precast concrete piles and plastic steel sheet piles according to claim 2, characterized in that: The mating sleeve (401) and the concave edge (104) have the same shape, and the convex edge (102) and the mating block (402) have the same shape.
4. The connection structure between precast concrete piles and plastic steel sheet piles according to claim 1, characterized in that: The precast concrete pile (2) has multiple hollow guide sleeves (403) arranged at equal intervals inside, and the guide sleeves (403) are arranged perpendicularly to the through grooves (3) on the precast concrete pile (2).
5. The connection structure between precast concrete piles and plastic steel sheet piles according to claim 4, characterized in that: Multiple pull rods (404) are fixed on the docking sleeve (401), and the pull rods (404) pass through the guide sleeve (403).
6. The connection structure between precast concrete piles and plastic steel sheet piles according to claim 5, characterized in that: The pull rod (404) engages with the mating block (402), and the end of the pull rod (404) is threaded with a nut (405), which abuts against the mating block (402).
7. The connection structure between precast concrete piles and plastic steel sheet piles according to claim 6, characterized in that: The docking block (402) is provided with multiple waist-shaped grooves (406), and the nut (405) is located in the waist-shaped grooves (406).
8. The connection structure between precast concrete piles and plastic steel sheet piles according to claim 1, characterized in that: The bottom end of the precast concrete pile (2) is fixed with a edging (5), which is V-shaped.
9. The connection structure between precast concrete piles and plastic steel sheet piles according to claim 1, characterized in that: The sheet pile foundation (101) is provided with multiple reinforcing bars (103), and the reinforcing bars (103) are in the form of a semi-cylindrical structure.