Vertical groove corrugated steel plate supporting structure and supporting system using same

Abstract

The utility model relates to the technical field of municipal pipeline engineering, and provides a vertical groove corrugated steel plate supporting structure and a supporting system using the vertical groove corrugated steel plate supporting structure. Comprising a first corrugated steel plate and a second corrugated steel plate, and the first corrugated steel plate and the second corrugated steel plate are detachably connected through a plurality of supporting rods; the multiple supporting rods are symmetrically arranged in the length direction and the height direction of the first corrugated steel plate and the second corrugated steel plate. The method has the beneficial effects that the vertical groove digging and sinking type corrugated steel plate is used for supporting the groove; before construction, corrugated steel is assembled into a whole through a supporting rod, then a road structure layer above a groove is cut off and removed till a soil body is exposed, a corrugated steel box is integrally hoisted into the groove and sinks along with excavation till the designed elevation is reached, the soil body can be supported to the maximum extent in the excavation process, and the construction efficiency is improved. And the device is safe and reliable and has small influence on the surrounding environment.

Description

Technical Field

[0001] The utility model relates to the technical field of municipal pipeline engineering, in particular to a vertical groove corrugated steel plate supporting structure and a supporting system using the same. Background Art

[0002] In some municipal pipeline projects, excavation of urban roads is necessary for laying or renewing pipelines. To ensure the safety of surrounding roads, support and protection are required for the excavated trenches. Because municipal pipeline projects on urban roads often have long construction cycles and a high density of intersecting pipelines beneath the roads, conventional support methods often have limitations in urban areas.

[0003] Currently, the more commonly used forms of trench support are soil nailing walls and steel sheet piles. Soil nailing wall support requires slope reduction along the entire length. After slope reduction, the excavation surface is large, and the area occupied by the road is too large. The construction machinery and materials used in the construction of soil nailing walls also have a great impact on the surrounding environment. Steel sheet pile support also has great limitations in urban areas. For example, there is a lot of noise when driving in and out steel sheet piles, and it causes great vibration to the surrounding strata. If there are many intersecting pipelines, there is a risk of damaging the intersecting pipelines. The existing back-sticking steel plate support structure requires the steel plate to be pressed after the trench is completed. The support method has a slight lag in support time and has high requirements for the flatness of the trench wall.

[0004] In view of this, the present utility model is proposed. Utility Model Content

[0005] The purpose of the utility model is to provide a vertical groove corrugated steel plate support structure and a support system using the same, so as to solve the technical problems existing in the prior art.

[0006] To achieve the above-mentioned purpose, the technical solution adopted by the present invention is: a vertical groove corrugated steel plate support structure, comprising: a first corrugated steel plate and a second corrugated steel plate, wherein the first corrugated steel plate and the second corrugated steel plate are detachably connected via a plurality of support rods;

[0007] The plurality of support rods are symmetrically arranged along the length direction and the height direction of the first corrugated steel plate and the second corrugated steel plate;

[0008] The support rod is a fixed-length support rod or a threaded adjustable-length support rod; the first corrugated steel plate and the second corrugated steel plate are connected with a second connecting piece along their length direction, and the length of the second connecting piece is not greater than the length of the first corrugated steel plate and the second corrugated steel plate.

[0009] In an optional embodiment, the first connecting member and the second connecting member are connected by bolts; the first connecting member and the second connecting member are respectively provided with an oblong hole for the bolt to pass through.

[0010] In an optional embodiment, the second connecting member is two L-shaped connecting plates spliced ​​together or one L-shaped connecting plate; the first connecting member is a T-shaped connecting plate or an L-shaped connecting plate.

[0011] In an optional embodiment, the first connecting member is welded to the support rod; the first connecting member is welded or bolted to the second connecting member; and the second connecting member is welded or bolted to the first corrugated steel plate and the second corrugated steel plate.

[0012] In an optional embodiment, the axis of the support rod passes through the first corrugated steel plate, the second corrugated steel plate and the corrugated portion at the connection between them, and the axis of the support rod is located in the plane where the symmetry plane of the corrugated portion is located.

[0013] In an optional embodiment, a force transmission plate is provided in the corrugated portion, and the force transmission plate is in contact with the corrugated portion.

[0014] On the other hand, the present invention also provides a support system, including the support structure as described above, including: the support structure is divided into multiple groups, and adjacent support structures are overlapped in the length direction through adjacent first corrugated steel plates and adjacent second corrugated steel plates.

[0015] In an optional embodiment, adjacent supporting mechanisms are overlapped in the height direction through adjacent first corrugated steel plates and adjacent second corrugated steel plates.

[0016] The beneficial effects of the present invention are:

[0017] (1) The utility model adopts corrugated steel plates that are dug and sunk in vertical trenches for trench support. Before construction, the corrugated steel is first assembled into a whole using support rods. Then the road structure layer above the trench is removed and cleared until the soil is exposed. The corrugated steel box is hoisted into the trench as a whole and sunk as the trench is dug until the designed elevation is reached. The soil can be supported to the greatest extent during the excavation process. It is safe, reliable and has little impact on the surrounding environment.

[0018] (2) The corrugated steel plate in the present invention can be disassembled and reused after the support is completed, and the support structure in the present invention has a fast construction speed, is noiseless during the construction process, and the impact of the construction process on the surrounding environment can be reduced to a minimum, which is an environmentally friendly construction measure. It is particularly important to point out that the axis of the support rod passes through the first corrugated steel plate, the second corrugated steel plate and the corrugated portion at the connection between them, and the axis of the support rod is located in the plane where the symmetry plane of the corrugated portion is located. A force transmission plate is arranged in the corrugated portion to ensure the stability of the corrugated steel plate structure and improve the support effect.

[0019] (3) In the present invention, the first and second connecting members are connected by bolts, and each of the first and second connecting members is provided with an oblong hole for the bolt to pass through. The oblong hole allows the two connecting members to move relative to each other, so that the second connecting member can press against the first connecting member toward the top of the support rod. Most of the support force of the support rod is borne by the two connecting members, thus preventing the bolts from being subjected to excessive force. In addition, the corrugated steel plate in the present invention has high planar rigidity and is light in weight. It is a prefabricated product, which can significantly save engineering costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the following briefly introduces the drawings required for use in the embodiments or descriptions of the prior art. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0021] Figure 1 This is a schematic diagram of a vertical groove corrugated steel plate support structure provided in one embodiment of the present utility model.

[0022] Figure 2 This is a top view of the vertical groove corrugated steel plate support structure provided in one embodiment of the present utility model.

[0023] Figure 3 This is a schematic diagram of the assembly structure of the vertical groove corrugated steel plate support structure provided in one embodiment of the present utility model.

[0024] Figure 4 This is a schematic diagram of the connection structure between the corrugated steel plate and the support rod in the vertical groove corrugated steel plate support structure provided in one embodiment of the present utility model.

[0025] Among them, the figure markings are: 1—first corrugated steel plate; 2—support rod; 3—second corrugated steel plate; 4—force transmission plate; 5—first connecting piece; 6—second connecting piece; 7—bolt; 8—long round hole. DETAILED DESCRIPTION

[0026] In order to make the technical problems, technical solutions and beneficial effects to be solved by the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.

[0027] It should be noted that when a component is referred to as being "fixed on" or "disposed on" another component, it may be located directly or indirectly on the other component. When a component is referred to as being "connected to" another component, it may be directly or indirectly connected to the other component. The directions or positions indicated by the terms "upper", "lower", "left", "right", "front", "back", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc. are based on the directions or positions shown in the accompanying drawings and are only for the convenience of description and cannot be understood as limitations on this technical solution. The terms "first" and "second" are only used for the purpose of convenience of description and cannot be understood as indicating or implying relative importance or implicitly indicating the number of technical features. "Multiple" means two or more, unless otherwise clearly and specifically defined.

[0028] Example 1

[0029] Please see the attached Figure 1-4 The purpose of this embodiment is to provide a vertical groove corrugated steel plate support structure, including: a first corrugated steel plate 1 and a second corrugated steel plate 3, the first corrugated steel plate 1 and the second corrugated steel plate 3 are detachably connected through multiple support rods 2; the multiple support rods 2 are symmetrically arranged along the length direction and height direction of the first corrugated steel plate 1 and the second corrugated steel plate 3.

[0030] In this embodiment, two groups of support rods 2 are arranged between the first corrugated steel plate 1 and the second corrugated steel plate 3 along the length direction of the two corrugated steel plates. Each group of support rods 2 has two support rods arranged up and down. The support rods 2 are fixed-length support rods or threaded adjustable-length support rods to adapt to grooves of different widths.

[0031] Specifically, the first corrugated steel plate 1 and the second corrugated steel plate 3 are connected along their length by a second connecting member 6, the length of which is no greater than that of the first corrugated steel plate 1 and the second corrugated steel plate 3. The second connecting member 6 is connected to one end of the support rod 2 through the first connecting member 5.

[0032] In this embodiment, the second connecting member 6 is composed of two L-shaped connecting plates; the first connecting member 5 is a T-shaped connecting plate. The first connecting member 5 is welded to the support rod 2; the first connecting member 5 is bolted to the second connecting member 6; and the second connecting member 6 is bolted to the first corrugated steel plate 1 and the second corrugated steel plate 3. It is worth mentioning that the first connecting member 5 and the second connecting member 6 are each provided with an oblong hole 8 for the bolt 7 to pass through. The oblong hole 8 allows the two connecting members to move relative to each other, so that the second connecting member 6 can press against the first connecting member 5 toward the top of the support rod 2. The majority of the support force of the support rod 2 is borne by the two connecting members, preventing excessive force on the bolt 7.

[0033] It should be noted that the axis of the support rod 2 passes through a corrugated portion where the first and second corrugated steel sheets 1, 3, connect, and lie in the plane of symmetry of the corrugated portion. A force transfer plate 4 is positioned within the corrugated portion, fitting snugly against the corrugated portion. This structure ensures the structural stability of the corrugated steel sheet and enhances the support effectiveness.

[0034] Example 2

[0035] Please see the attached Figure 1-4 The purpose of this embodiment is to provide a vertical groove corrugated steel plate support structure, including: a first corrugated steel plate 1 and a second corrugated steel plate 3, the first corrugated steel plate 1 and the second corrugated steel plate 3 are detachably connected through multiple support rods 2; the multiple support rods 2 are symmetrically arranged along the length direction and height direction of the first corrugated steel plate 1 and the second corrugated steel plate 3.

[0036] In this embodiment, two groups of support rods 2 are arranged between the first corrugated steel plate 1 and the second corrugated steel plate 3 along the length direction of the two corrugated steel plates. Each group of support rods 2 has two support rods arranged up and down. The support rods 2 are fixed-length support rods or threaded adjustable-length support rods to adapt to grooves of different widths.

[0037] Specifically, the first corrugated steel plate 1 and the second corrugated steel plate 3 are connected along their length by a second connecting member 6, the length of which is no greater than that of the first corrugated steel plate 1 and the second corrugated steel plate 3. The second connecting member 6 is connected to one end of the support rod 2 through the first connecting member 5.

[0038] In this embodiment, the second connecting member 6 is an L-shaped connecting plate; the first connecting member 5 is an L-shaped connecting plate. The first connecting member 5 is welded to the support rod 2; the first connecting member 5 is bolted to the second connecting member 6; and the second connecting member 6 is welded or bolted to the first corrugated steel plate 1 and the second corrugated steel plate 3.

[0039] It should be noted that the axis of the support rod 2 passes through a corrugated portion where the first and second corrugated steel sheets 1, 3, connect, and lie in the plane of symmetry of the corrugated portion. A force transfer plate 4 is positioned within the corrugated portion, fitting snugly against the corrugated portion. This structure ensures the structural stability of the corrugated steel sheet and enhances the support effectiveness.

[0040] Example 3

[0041] The present invention also provides a support system, including the support structure as above, including: the support structure is divided into multiple groups, and adjacent support structures are overlapped in the length direction through adjacent first corrugated steel plates 1 and adjacent second corrugated steel plates 3.

[0042] Furthermore, when the groove depth is greater than the height of the corrugated steel plate, adjacent supporting mechanisms are overlapped in the height direction through adjacent first corrugated steel plates 1 and adjacent second corrugated steel plates 3 .

[0043] The above support method uses corrugated steel plates that are excavated and sunk in vertical trenches. Before construction, the corrugated steel is assembled into a single unit using braces. The road structure layer above the trench is then removed until the soil is exposed. The corrugated steel box is hoisted into the trench as a whole and sunk as the trench is excavated until the designed elevation is reached. This ensures maximum soil support during the excavation process, is safe and reliable, and has minimal impact on the surrounding environment.

[0044] Any modifications, equivalent substitutions and improvements made within the spirit and principles of this utility model should be included in the scope of protection of this utility model.

Claims

1. A vertical groove corrugated steel plate support structure, characterized in that: include: A first corrugated steel plate (1) and a second corrugated steel plate (3), wherein the first corrugated steel plate (1) and the second corrugated steel plate (3) are detachably connected via a plurality of support rods (2); The plurality of support rods (2) are symmetrically arranged along the length direction and the height direction of the first corrugated steel plate (1) and the second corrugated steel plate (3); The support rod (2) is a fixed-length support rod or a threaded, adjustable-length support rod; The first corrugated steel plate (1) and the second corrugated steel plate (3) are connected with a second connecting piece (6) along their length direction, and the length of the second connecting piece (6) is not greater than the length of the first corrugated steel plate (1) and the second corrugated steel plate (3).

2. The vertical groove corrugated steel plate support structure according to claim 1, characterized in that: The second connecting member (6) is connected to the first connecting member (5) via a bolt; the first connecting member (5) and the second connecting member (6) are each provided with an oblong hole (8) for the bolt (7) to pass through.

3. The vertical groove corrugated steel plate support structure according to claim 2, characterized in that: The second connecting member (6) is two L-shaped connecting plates spliced ​​together or one L-shaped connecting plate; the first connecting member (5) is a T-shaped connecting plate or an L-shaped connecting plate.

4. The vertical groove corrugated steel plate support structure according to claim 3, characterized in that: The first connecting member (5) is welded to the support rod (2); and the second connecting member (6) is welded or bolted to the first corrugated steel plate (1) and the second corrugated steel plate (3).

5. The vertical groove corrugated steel plate support structure according to claim 1, characterized in that: The axis of the support rod (2) passes through a wave portion at the connection between the first corrugated steel plate (1), the second corrugated steel plate (3) and them, and the axis of the support rod (2) is located in the plane where the symmetry plane of the wave portion is located.

6. The vertical groove corrugated steel plate support structure according to claim 5, characterized in that: A force transmission plate (4) is provided in the corrugated portion, and the force transmission plate (4) is in contact with the corrugated portion.

7. A support system comprising the support structure according to any one of claims 1 to 6, characterized in that: include: The supporting structures are in multiple groups, and adjacent supporting structures are overlapped in the length direction through adjacent first corrugated steel plates (1) and adjacent second corrugated steel plates (3).

8. The support system according to claim 7, characterized in that: The adjacent supporting structures are overlapped in the height direction through adjacent first corrugated steel plates (1) and adjacent second corrugated steel plates (3).

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