Prefabricated concrete sheet pile

Abstract

The utility model discloses a prefabricated assembly type concrete sheet pile, which is characterized by comprising a convex sheet pile provided with a first groove and a convex connecting part; the concave plate pile and the convex plate pile are installed in a separable mode, the concave plate pile is provided with a second groove and a concave connecting part, and after the convex plate pile and the concave plate pile are installed, the convex connecting part and the concave connecting part are in butt joint so that the convex plate pile and the concave plate pile can be connected; and the lifting appliance can be connected with the first groove or the second groove. The utility model has the advantages that the two adjacent sheet piles are quickly assembled through the convex connecting part and the concave connecting part which are matched with each other, so that the assembly efficiency is effectively improved, and the sealing effect between the adjacent sheet piles after assembly is good. The device is simple in structure, convenient to operate and high in practicability.

Description

Technical Field

[0001] The utility model relates to the technical field of foundation pit support, in particular to a prefabricated and assembled concrete sheet pile. Background Art

[0002] In projects such as foundation pit excavation and river regulation, precast concrete sheet piles are commonly used retaining structures. During construction, the sheet piles need to be lifted one by one and inserted side by side into the designed positions, with high requirements for the assembly efficiency and sealing performance of the sheet piles. When traditional sheet piles are inserted, due to the influence of the insertion resistance, the sheet piles will deviate in angle, and it is difficult for two adjacent sheet piles to be closely connected, resulting in a large and non-negligible gap between two adjacent sheet piles, ultimately reducing the assembly efficiency and the sealing performance of the sheet piles. Summary of the Utility Model

[0003] The purpose of the utility model is to provide a prefabricated and assembled concrete sheet pile according to the deficiencies of the above-mentioned prior art. Through the mutual cooperation of the convex sheet pile and the concave sheet pile, the sealing performance between two adjacent sheet piles is effectively improved, and at the same time, the assembly efficiency of the sheet piles is also improved.

[0004] The realization of the purpose of the utility model is completed by the following technical solutions:

[0005] A prefabricated and assembled concrete sheet pile, which includes:

[0006] A convex sheet pile, which has a first groove and a convex joint part;

[0007] A concave sheet pile detachably installed with the convex sheet pile, which has a second groove and a concave joint part. After the convex sheet pile and the concave sheet pile are installed, the convex joint part is docked with the concave joint part to connect the convex sheet pile and the concave sheet pile; and

[0008] A sling that can be connected to the first groove or the second groove.

[0009] Optionally, both the convex sheet pile and the concave sheet pile are provided with first pin holes, the sling is provided with second pin holes, and after the sling is inserted into the first groove or the second groove, it is connected to the convex sheet pile or the concave sheet pile by inserting a pin through the first pin hole and the second pin hole.

[0010] Optionally, the convex joint parts are respectively arranged on both sides of the convex sheet pile, and the convex joint part includes a protruding section formed at the lower segment of one side of the convex sheet pile and a pre-embedded I-beam formed at the upper segment of one side of the convex sheet pile.

[0011] Optionally, one side flange of the pre-embedded I-beam is located in the convex sheet pile, and the other side is exposed from the convex sheet pile and is flush with the protruding section.

[0012] Optionally, the concave connecting parts are respectively arranged on both sides of the concave sheet pile. The concave connecting part includes a concave connecting section formed at the lower section on one side of the concave sheet pile and an I-beam groove formed at the upper section on one side of the concave sheet pile, and the structure of the I-beam groove matches that of the embedded I-beam.

[0013] Optionally, after one side of the convex sheet pile approaches the concave sheet pile, the protruding section and the embedded I-beam enter the concave connecting section, and the protruding section contacts the concave connecting section.

[0014] Optionally, after the embedded I-beam moves upward in the concave connecting section, it is inserted into the I-beam groove.

[0015] Optionally, two symmetrically installed lifting holes are provided at the top of the lifting device.

[0016] Optionally, the prefabricated assembled concrete sheet pile includes a sheet pile body and a detachable lifting device for the sheet pile body.

[0017] Optionally, convex connecting parts and concave connecting parts are respectively arranged on both sides of the sheet pile body.

[0018] The advantages of the present utility model are as follows:

[0019] The adjacent two sheet piles of the present utility model are quickly assembled through the mutually matching convex connecting parts and concave connecting parts, effectively improving the assembly efficiency. At the same time, the sealing effect between the adjacent sheet piles after assembly is good. The structure of the present utility model is simple, the operation is convenient, and the practicability is strong. Description of the Drawings

[0020] Figure 1 is the exploded structural schematic diagram between multiple sheet piles of the present utility model;

[0021] Figure 2 is the structural schematic diagram of the convex sheet pile of the present utility model;

[0022] Figure 3 is Figure 2 the enlarged view of;

[0023] Figure 4 is the structural schematic diagram of the concave sheet pile of the present utility model;

[0024] Figure 5 is Figure 4 the enlarged view of. Detailed Embodiments

[0025] Each mark in the figure is respectively: 1, convex sheet pile; 2, concave sheet pile; 3, lifting device; 4, first pin hole; 5, second pin hole; 11, first groove; 12, convex connecting part; 21, second groove; 22, concave connecting part; 31, lifting hole; 121, protruding section; 122, embedded I-beam; 221, concave connecting section; 222, I-beam groove.

[0026] Example: Please refer to Figure 1 , Figure 2 and Figure 4 As shown, a precast prefabricated concrete sheet pile of an embodiment is shown, which includes a convex sheet pile 1 having a first groove 11 and a convex joint portion 12; a concave sheet pile 2 detachably installed with the convex sheet pile 1, having a second groove 21 and a concave joint portion 22. After the convex sheet pile 1 and the concave sheet pile 2 are installed, the convex joint portion 12 is docked with the concave joint portion 22 to connect the convex sheet pile 1 and the concave sheet pile 2; and a lifting tool 3 that can be connected to the first groove 11 or the second groove 21.

[0027] In this embodiment, both the convex sheet pile 1 and the concave sheet pile 2 are provided with a first pin hole 4, and the lifting tool 3 is provided with a second pin hole 5. After the lifting tool 3 is inserted into the first groove 11 or the second groove 21, it is connected to the convex sheet pile 1 or the concave sheet pile 2 by a pin (not shown) passing through the first pin hole 4 and the second pin hole 5.

[0028] In this embodiment, as Figure 2 and Figure 3 shown, convex joint portions 12 are respectively provided on both sides of the convex sheet pile 1. The convex joint portion 12 includes a protruding section 121 formed at the lower section of one side of the convex sheet pile 1 and a pre-buried I-beam 122 formed at the upper section of one side of the convex sheet pile 1. One side wing plate of the pre-buried I-beam 122 is located in the convex sheet pile 1, and the other side exposes the convex sheet pile 1 and is flush with the protruding section 121.

[0029] In this embodiment, as Figure 4 and Figure 5 shown, concave joint portions 22 are respectively provided on both sides of the concave sheet pile 2. The concave joint portion 22 includes a concave joint section 221 formed at the lower section of one side of the concave sheet pile 2 and an I-beam groove 222 formed at the upper section of one side of the concave sheet pile 2 with a structure matching that of the pre-buried I-beam 122.

[0030] In this embodiment, after one side of the convex sheet pile 1 approaches the concave sheet pile 2, the protruding section 121 and the pre-buried I-beam 122 enter the concave joint section 221, and the protruding section 121 contacts the concave joint section 221.

[0031] In this embodiment, the pre-buried I-beam 122 moves upward in the concave joint section 221 and then inserts into the I-beam groove 222.

[0032] In this embodiment, two symmetrically installed lifting holes 31 are provided at the top of the lifting tool 3.

[0033] Of course, whether it is the convex sheet pile 1 or the concave sheet pile 2, their bottoms are both of a conical structure to facilitate the insertion of the sheet pile.

[0034] The characteristics and functions of the present utility model are further understood through the following description.

[0035] During operation, asFigure 1 As shown, first insert the lifting device 3 into the first groove 11 of the convex sheet pile 1 and fix it with a pin, lift the convex sheet pile 1 by a pile driver and insert it into the soil, and then hoist the concave sheet piles 2 on both sides of the convex sheet pile 1, so that the concave connection part 22 of the concave sheet pile 2 is connected with the convex connection part 12 of the convex sheet pile 1, that is, the embedded I-beam 122 and the I-beam groove 222 are connected, so that the adjacent sheet piles are connected successfully. By analogy, all the sheet piles that need to be used are connected to each other.

[0036] Of course, in other embodiments, the concrete sheet piles also have other structures, for example, the prefabricated assembled concrete sheet piles include a sheet pile body and a hanger detachable from the sheet pile body, and the two sides of the sheet pile body are respectively provided with a convex part and a concave part. That is, the structure of each sheet pile is the same, with a convex part on one side and a concave part on the other side. During operation, the first sheet pile is inserted first, assuming that the left side of the sheet pile is a concave part and the right side is a convex part, and then the second sheet pile is inserted from the right side of the first sheet pile. The second sheet pile is also a structure of a concave part on the left side and a convex part on the right side. The second sheet pile is inserted from top to bottom on the right side of the first sheet pile, so that the concave part of the second sheet pile is sleeved on the convex part of the first sheet pile, and then the third sheet pile is connected, and so on.

[0037] In summary, the utility model realizes rapid assembly between two adjacent sheet piles through the mutually matched convex and concave parts, effectively improving the assembly efficiency, and at the same time, the sealing effect between the adjacent sheet piles after assembly is good. The utility model has a simple structure, convenient operation and strong practicality.

[0038] The above are only preferred embodiments of the present invention, and do not limit the implementation mode and protection scope of the present invention. Those skilled in the art should be aware that all solutions obtained by equivalent substitutions and obvious changes made using the description and illustrations of the present invention should be included in the protection scope of the present invention.

Claims

1. A prefabricated and assembled concrete sheet pile, characterized in that, Comprising: A convex sheet pile having a first groove and a convex connecting portion; A concave sheet pile detachably installed with the convex sheet pile, having a second groove and a concave connecting portion. After the convex sheet pile and the concave sheet pile are installed, the convex connecting portion is docked with the concave connecting portion to connect the convex sheet pile and the concave sheet pile; and A lifting device connectable to the first groove or the second groove.

2. The prefabricated and assembled concrete sheet pile according to claim 1, wherein The convex sheet pile and the concave sheet pile are both provided with a first pin hole, and the lifting device is provided with a second pin hole. After the lifting device is inserted into the first groove or the second groove, it is connected to the convex sheet pile or the concave sheet pile by inserting a pin through the first pin hole and the second pin hole.

3. The precast prefabricated concrete sheet pile according to claim 2, wherein, The convex connecting portions are respectively arranged on both sides of the convex sheet pile, and the convex connecting portion includes a protruding section formed at the lower section on one side of the convex sheet pile and a pre-embedded I-beam formed at the upper section on one side of the convex sheet pile.

4. The precast prefabricated concrete sheet pile according to claim 3, characterized in that, One side wing plate of the pre-embedded I-beam is located in the convex sheet pile, and the other side is exposed from the convex sheet pile and is flush with the protruding section.

5. The prefabricated and assembled concrete sheet pile according to claim 4, wherein The concave connecting portions are respectively arranged on both sides of the concave sheet pile, and the concave connecting portion includes a concave connecting section formed at the lower section on one side of the concave sheet pile and an I-beam groove formed at the upper section on one side of the concave sheet pile with a structure matching that of the pre-embedded I-beam.

6. The precast and assembled concrete sheet pile according to claim 5, wherein After one side of the convex sheet pile approaches the concave sheet pile, the protruding section and the pre-embedded I-beam enter the concave connecting section, and the protruding section contacts the concave connecting section.

7. The prefabricated precast concrete sheet pile according to claim 6, characterized in that, The pre-embedded I-beam moves upward in the concave connecting section and then is inserted into the I-beam groove.

8. The prefabricated precast concrete sheet pile according to claim 7, wherein Two symmetrically installed lifting holes are provided at the top of the lifting device.

9. The precast and assembled concrete sheet pile according to claim 1, characterized in that, The precast assembled concrete sheet pile includes a sheet pile body and a detachable lifting device for the sheet pile body.

10. The prefabricated precast concrete sheet pile according to claim 9, wherein, Convex connecting portions and concave connecting portions are respectively arranged on both sides of the sheet pile body.

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