A municipal pipe network trench excavation supporting device
By designing an adjustable municipal pipeline support device, the technical problems of support devices in the existing technology have been solved, and support devices at trench bends have been realized. This has solved the stability problem of support devices at trench corners in the existing technology, and solved the collapse problem caused by improper support at corners in the existing technology, thus achieving stable support at corners.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- ZHONG STEEL SHIBAJU GRP NO 3 ENG CO LTD
- Filing Date
- 2025-06-23
- Publication Date
- 2026-06-23
AI Technical Summary
Existing municipal pipeline support devices are not properly supported at trench corners, which can easily lead to gaps and collapses, especially when trenches are excavated and turn.
A device comprising a front support plate and a rear support plate is designed. The front end of the rear support plate has a seamless folding plate in a storage groove. The seamless folding plate can be unfolded and stored through a sliding groove and a slider structure. With the help of limiting grooves, inserts and rotating rods, it can adapt to the corners of the trench for support. The support rod can be adjusted through a sliding rail and a limiting rod to ensure the stability of the support plate.
It effectively prevents collapse at trench bends, provides stable support at corners, and improves the safety of trench excavation.
Smart Images

Figure CN224395580U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of municipal pipeline trench construction technology, specifically a municipal pipeline trench excavation and support device. Background Technology
[0002] In recent years, urban renewal and renovation has become an important part and a hot topic for relieving people's difficulties, improving the living environment, and enhancing the quality of the city. Among them, the renovation of urban municipal roads is an important part of urban renewal and renovation projects. During the excavation of trenches, the loose soil often leads to the collapse of trench slopes, which can cause casualties in severe cases. Therefore, corresponding protective measures should be taken during the trench excavation process to ensure the stability of the trench slopes.
[0003] In the process of realizing this invention, the inventors discovered at least the following problems in the prior art:
[0004] Although municipal pipeline support devices can support the slopes on both sides of the trench, most of the current support devices are straight supports. Some municipal pipeline trenches have corners during excavation, and the existing support devices can only provide straight supports. There will be gaps in the support at the corners, which can easily lead to collapse.
[0005] Therefore, the aforementioned technical problems need to be solved. Utility Model Content
[0006] To address the shortcomings of existing technologies, this utility model provides a municipal pipeline trench excavation support device, which solves the problem that straight support plates are not convenient for supporting the soil slope at the corner when trench excavation turns, resulting in gaps and thus causing the trench to collapse at the turning point.
[0007] To solve the above-mentioned technical problems, this utility model provides the following technical solution:
[0008] A municipal pipeline trench excavation support device includes a front support plate and a rear support plate located at the rear end of the front support plate. The front end of the rear support plate has a receiving groove, and a seamless folding plate is movably installed inside the receiving groove. The front end of the seamless folding plate is fixedly connected to the rear end of the front support plate. The top and bottom of the receiving groove have sliding grooves. The bottom and top of the rear end of the seamless folding plate are fixedly installed with a first slider, and the first slider is slidably installed inside the sliding groove.
[0009] Preferably, the rear end of the front support plate has a limiting groove, and the front end of the rear support plate is fixedly installed with an insert block extending into the limiting groove, and the insert block has a horizontally arranged limiting hole inside.
[0010] Preferably, the bottom of the limiting groove is provided with a groove, and a rotating rod is rotatably installed through the inside of the limiting groove. The front end and rear end of the bottom of the rotating rod are fixedly installed with limiting blocks.
[0011] Preferably, a slide rail is fixedly installed on the inner side of the front support plate and the rear support plate, and a second slider is slidably installed inside the slide rail.
[0012] Preferably, the slide rail has a uniformly through-hole, and a limit rod is rotatably installed inside the hole, and the limit rod rotatably passes through the second slider via a threaded connection.
[0013] Preferably, a retractable rod is provided between the front support plate and the rear support plate, with two retractable rods in each group. A support rod is movably installed inside the retractable rod, and the support rod is rotatably connected to the second slider. A rotating handle is rotatably installed at the opposite end of the retractable rod via a bearing, and the support rod and the rotating handle are rotatably connected by a thread.
[0014] Compared with the prior art, this utility model provides a municipal pipeline trench excavation support device with the following beneficial effects: By pulling the front support plate and the rear support plate, the seamless folding plate slides out from the inside of the receiving groove. The seamless folding plate is rotated appropriately according to the angle of the trench corner, so that the front support plate, the rear support plate and the seamless folding plate provide appropriate support for the corner of the trench. This avoids the situation where the straight support plate is not convenient for supporting the soil slope at the corner when the trench is excavated and turns, resulting in gaps and causing the trench to collapse at the corner. Attached Figure Description
[0015] Figure 1 This is a front view structural diagram of the present utility model;
[0016] Figure 2 This is a side view of the structure of this utility model;
[0017] Figure 3 This is a side view sectional structural diagram of the rear support plate of this utility model;
[0018] Figure 4 This is a side view sectional structural diagram of the front support plate of this utility model;
[0019] Figure 5 This is a side view of the disassembled structure of the slide rail of this utility model.
[0020] In the diagram: 1. Front support plate; 101. Rear support plate; 102. Storage slot; 103. Seamless folding plate; 104. Slide groove; 105. First slider; 106. Limiting groove; 107. Groove; 108. Rotating rod; 109. Limiting block; 110. Insert block; 111. Limiting hole; 2. Slide rail; 201. Second slider; 202. Round hole; 203. Limiting rod; 3. Retracting rod; 301. Support rod; 302. Rotating handle. 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] As described in the background section, there are shortcomings in the existing technology. In order to solve the above-mentioned technical problems, this application proposes a municipal pipeline trench excavation support device.
[0023] Please see Figures 1-5 A municipal pipeline trench excavation support device includes a front support plate 1 and a rear support plate 101 located at the rear end of the front support plate 1. The front end of the rear support plate 101 is provided with a receiving groove 102. A seamless folding plate 103 is movably installed inside the receiving groove 102. The front end of the seamless folding plate 103 is fixedly connected to the rear end of the front support plate 1. A sliding groove 104 is provided at the top and bottom of the receiving groove 102. A first slider 105 is fixedly installed at the bottom and top of the rear end of the seamless folding plate 103, and the first slider 105 is slidably installed inside the sliding groove 104.
[0024] With the above-described structural design, when the municipal pipeline trench excavation support device needs to support the corner of the trench, firstly, by pulling the front support plate 1 and the rear support plate 101, the first slider 105 slides inside the slide groove 104, causing the seamless folded plate 103 to be pulled out from inside the receiving groove 102. Then, the seamless folded plate 103 is rotated to a suitable angle according to the angle of the trench turn, making it convenient for workers to use the front support plate 1, the rear support plate 101, and the receiving groove 102 to provide anti-collapse support for the corner of the trench. This avoids the problem that the straight support plate is not convenient for supporting the slope at the corner when the trench is excavated and turns, resulting in gaps and thus causing the trench to collapse.
[0025] Furthermore, a limiting groove 106 is provided at the rear end of the front support plate 1, and a groove 107 is provided at the bottom of the limiting groove 106. A rotating rod 108 is rotatably installed through the limiting groove 106. A limiting block 109 is fixedly installed at the front end and rear end of the bottom of the rotating rod 108. An insert 110 extending into the limiting groove 106 is fixedly installed at the front end of the rear support plate 101. A limiting hole 111 is provided horizontally inside the insert 110. When the front support plate 1 and the rear support plate 101 are closed, the insert 110 extends into the interior of the limiting groove 106. Then, the rotating rod 108 is rotated to make the limiting block 109 horizontal. Then, the rotating rod 108 is moved downward to make the limiting block 109 extend through the limiting hole 111 into the interior of the groove 107. Then, the rotating rod 108 is rotated to make the limiting block 109 vertical to limit and fix the insert 110, so that the seamless folding plate 103 is stored in the interior of the storage groove 102. At this time, the front support plate 1 and the rear support plate 101 are fixed in a straight plate state, which facilitates the straight support.
[0026] Furthermore, a slide rail 2 is fixedly installed on the inner side of the front support plate 1 and the rear support plate 101. A second slider 201 is slidably installed inside the slide rail 2. A circular hole 202 is evenly opened through the inside of the slide rail 2. A limit rod 203 is rotatably installed through the circular hole 202. The limit rod 203 is rotatably connected through the second slider 201 by a threaded connection. A retractable rod 3 is provided between the front support plate 1 and the rear support plate 101. There are two retractable rods 3 in each group. A support rod 301 is movably installed inside the retractable rod 3. The support rod 301 is rotatably connected to the second slider 201. A handle 302 is rotatably installed at the opposite end of the retractable rod 3 through a bearing. The support rod 301 and the handle 302 are rotatably connected by a thread. In this process, the second slider 201 is slid to a suitable height inside the slide rail 2 according to the height of the trench. Then, the limiting rod 203 is threaded through the round hole 202 and connected to the inside of the second slider 201, so that the retracting rod 3 and the support rod 301 are at a suitable height to support the front support plate 1 and the rear support plate 101. Then, by rotating the handle 302, the support rod 301 extends appropriately from the inside of the retracting rod 3 by a specified length, so that the retracting rod 3 and the support rod 301 support the front support plate 1 and the rear support plate 101, and the front support plate 1 and the rear support plate 101 compress and support the trench slope.
[0027] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A municipal pipeline trench excavation support device, comprising a front support plate (1) and a rear support plate (101) located at the rear end of the front support plate (1), characterized in that: The rear support plate (101) has a storage groove (102) at its front end. A seamless folding plate (103) is movably installed inside the storage groove (102). The front end of the seamless folding plate (103) is fixedly connected to the rear end of the front support plate (1). A sliding groove (104) is provided at the top and bottom of the storage groove (102). A first slider (105) is fixedly installed at the bottom and top of the rear end of the seamless folding plate (103), and the first slider (105) is slidably installed inside the sliding groove (104).
2. The municipal pipeline trench excavation support device according to claim 1, characterized in that: The front support plate (1) has a limiting groove (106) at its rear end, and the front end of the rear support plate (101) is fixedly installed with an insert (110) extending into the limiting groove (106). The insert (110) has a horizontally arranged limiting hole (111) inside.
3. The municipal pipeline trench excavation support device according to claim 2, characterized in that: The bottom of the limiting groove (106) is provided with a groove (107), and a rotating rod (108) is rotatably installed through the inside of the limiting groove (106). The front end and rear end of the bottom of the rotating rod (108) are fixedly installed with limiting blocks (109).
4. The municipal pipeline trench excavation support device according to claim 1, characterized in that: The front support plate (1) and the rear support plate (101) are fixedly installed with slide rails (2), and a second slider (201) is slidably installed inside the slide rails (2).
5. A municipal pipeline trench excavation support device according to claim 4, characterized in that: The slide rail (2) has a uniformly through-hole (202) inside, and a limit rod (203) is rotatably installed inside the hole (202), and the limit rod (203) rotatably passes through the second slider (201) through a threaded connection.
6. A municipal pipeline trench excavation support device according to claim 1, characterized in that: A retractable rod (3) is provided between the front support plate (1) and the rear support plate (101). There are two retractable rods (3) in each group. A support rod (301) is movably installed inside the retractable rod (3). The support rod (301) is rotatably connected to the second slider (201). A handle (302) is rotatably installed at one end of the retractable rod (3) through a bearing. The support rod (301) and the handle (302) are rotatably connected by a thread.