Truss for assembly type bridge
By adopting a combined design of supporting plates, mounting plates, support rods and other structures in the prefabricated bridge truss, the problems of inconvenient installation of trusses and insufficient lower end support are solved, and the effect of high structural strength and convenient installation is achieved, and the overall stability is improved. and installation ease.
Patent Information
- Application Number
- CN202420338894.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-02-23
- Publication Date
- 2024-12-17
- Estimated Expiration
- 2034-02-23
AI Technical Summary
The existing prefabricated bridge trusses have high structural strength while being inconvenient to install, and the lower end support strength is limited, which poses safety hazards.
The structures include support plates, mounting plates, support rods, connecting plates, main reinforcement pipes, lower reinforcement pipes, installation blocks, plugs, through slots and vertical poles. Through the coordination and connection of these components, the installation of trusses is improved with the convenience of installation. and support strength enhance the stability of the overall structure.
It achieves the effect of easy installation while high structural strength, and improves the support strength and stability of the truss, avoids the problem of insufficient support at the lower end, and improves the convenience and firmness of installation.
Smart Images

Figure CN222183033U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of assembled bridges, in particular to a truss for assembled bridges. Background Art
[0002] As the name suggests, unlike traditional on-site construction methods such as steel bar tying and concrete pouring, for prefabricated bridges, part or all of the components of the bridge's substructure (piers, abutments, cap beams) and superstructure (box beams, slab beams, T-beams) are processed and formed in the prefabricated component factory, then transported to the construction site for hoisting and splicing into the main body of the bridge. The various components of the bridge are mechanically connected through pre-embedded holes, pre-embedded steel bars, and connecting devices processed during the prefabrication production process. The grouting sleeves in the components are used for grouting, so that the concrete fully fills the pores between the components to achieve overall strengthening.
[0003] However, the prior art still has the following problems:
[0004] First, the trusses used in the conventional prefabricated bridges are not easy to install while having high structural strength. Since the trusses need to assist the assembly of the prefabricated bridges, they usually have good support and high structural strength, but most of them are not easy to install and need to be carried as a whole, which is troublesome when used.
[0005] Secondly, the trusses used in the existing technology for prefabricated bridges have limited supporting strength at the lower end. When the bridge to be assembled is long, the longer the truss is, the higher the supporting strength required at the lower end of the truss structure at the farthest end. If the lower end is not provided with a good supporting structure, the truss as a whole may not be stable enough, posing a safety hazard.
[0006] In view of the above problems, the inventor proposes a prefabricated bridge truss to solve the above problems. Utility Model Content
[0007] In order to solve the problem of being inconvenient to install while having high structural strength and the limited supporting strength of the lower end; the purpose of the utility model is to provide a truss for an assembled bridge.
[0008] In order to solve the above technical problems, the utility model adopts the following technical solutions: an assembled bridge truss, including a support plate, a mounting plate is fixedly provided on the upper side of one end of the support plate, the upper ends of the mounting plate and the support plate have the same height, one end of the mounting plate is provided with four mounting blocks, and a plug column is movably inserted between the mounting block and the mounting plate, the four mounting blocks are distributed in a rectangular array, one end of the mounting block is provided with a through slot for matching with the plug column, the outer surface of the plug column is in contact with the inner wall of the through slot, one end of the mounting plate is provided with a plurality of support rods, and the plurality of support rods are provided The outer surfaces of the rods are sleeved with main reinforcement tubes, and a main reinforcement plate is fixedly provided between four main reinforcement tubes at corresponding positions. There are four support rods, and the four support rods are distributed in a rectangular array. A connecting plate is commonly fixedly provided at one end of the same side of multiple support rods, and a sleeve is fixedly provided at one end of the connecting plate. Two lower reinforcement tubes are sleeved on the outer surfaces of the two lower support rods, and a lower reinforcement plate is fixedly provided between two lower reinforcement tubes at corresponding positions. The distance between the two main reinforcement plates is the same as the distance between the two lower reinforcement plates, and a vertical rod is provided at the lower end of the lower reinforcement plate.
[0009] Preferably, a cross reinforcement block is fixedly provided on the inner wall of the vertical pole, and four reinforcement grooves are formed between the cross reinforcement block and the vertical pole. Two long grooves are provided at both ends of the vertical pole, so that the two ends of the vertical pole are in the shape of battlements. The upper end of the vertical pole is fixedly connected to the lower end of the lower reinforcement plate, and the vertical pole is located in the middle of the lower end of the lower reinforcement plate. The material of the vertical pole is steel.
[0010] Compared with the prior art, the beneficial effects of the utility model are:
[0011] 1. The utility model uses a support plate, in which the support rod and the reinforcement plate are used, and the support plate is located at one side of the lower end of the bridge. A plurality of support rods are installed through the mounting plate, and the support rods are connected to the connecting plate together. The main support beam can be installed on the connecting plate through the sleeve. The overall structure is easy to install, and the structure is reasonable, and the support strength is good. The lower reinforcement plate connected by the lower reinforcement pipe further improves the structural connection strength, and is easy to install and has high convenience. Through the cooperation of the through groove and the plug column on the mounting block, the mounting plate and the support plate are easy to install, and the installation is firm. The support rods are connected to form a whole through the main reinforcement pipe and the main reinforcement plate, which improves the overall structural strength and is easy to install. It is easy to install while having high structural strength, making the truss more convenient to use, thereby achieving a high versatility effect.
[0012] 2. The utility model strengthens the supporting force of the lower end of the truss through the vertical poles under the action of the cross reinforcement blocks and long grooves therein. The cross reinforcement blocks make the internal structural strength of the vertical poles higher. The reinforcement grooves improve the supporting capacity of the vertical poles while saving production costs. The long grooves further improve the stability of the surface structure. The vertical poles improve the support for the lower end of the truss, avoiding the occurrence of insufficient support for the lower end of the truss. The lower end is provided with vertical poles as a supporting structure, which can effectively support the truss structure erected farther away, thereby achieving a higher stability effect. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.
[0014] Figure 1 It is a schematic diagram of the structure of the utility model.
[0015] Figure 2 This is an exploded view of the support rod and its connection structure of the utility model.
[0016] Figure 3 This is a schematic diagram of the structure of the upright pole of the utility model.
[0017] In the figure: 1. support plate; 2. mounting plate; 21. support rod; 22. connecting plate; 23. sleeve; 24. main reinforcement tube; 25. main reinforcement plate; 26. lower reinforcement tube; 27. lower reinforcement plate; 28. mounting block; 29. plug column; 210. through slot; 3. vertical pole; 31. cross reinforcement block; 32. reinforcement slot; 33. long slot. DETAILED DESCRIPTION
[0018] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0019] Embodiment 1: Figure 1-2As shown, the utility model provides an assembled bridge truss, including a support plate 1, a mounting plate 2 is fixedly provided on the upper side of one end of the support plate 1, a plurality of support rods 21 are provided at one end of the mounting plate 2, a connecting plate 22 is fixedly provided at one end of the same side of the plurality of support rods 21, a sleeve 23 is fixedly provided at one end of the connecting plate 22, two lower reinforcing tubes 26 are sleeved on the outer surfaces of the two lower support rods 21, a lower reinforcing plate 27 is fixedly provided between the two corresponding lower reinforcing tubes 26, a vertical pole 3 is provided at the lower end of the lower reinforcing plate 27, the support plate 1 is located at one side of the lower end of the bridge, a plurality of support rods 21 are installed through the mounting plate 2, the support rods 21 are commonly connected to the connecting plate 22, a main supporting beam can be installed on the connecting plate 22 through the sleeve 23, the overall structure is easy to install, and the structure is reasonable, the supporting strength is good, the lower reinforcing plate 27 connected by the lower reinforcing tube 26 further improves the structural connection strength, and is easy to install, and has high convenience.
[0020] There are four support rods 21 , and the four support rods 21 are distributed in a rectangular array.
[0021] By adopting the above technical solution, the rectangular array distribution has better structural support.
[0022] Four mounting blocks 28 are provided at one end of the mounting plate 2, and plug posts 29 are movably inserted between the mounting blocks 28 and the mounting plate 2. The four mounting blocks 28 are distributed in a rectangular array, and a through slot 210 for cooperating with the plug posts 29 is opened at one end of the mounting block 28.
[0023] By adopting the above technical solution, the installation plate 2 and the support plate 1 are easy to install, and the installation is more secure.
[0024] The outer surfaces of the plurality of support rods 21 are sleeved with main reinforcement tubes 24 , and main reinforcement plates 25 are fixedly disposed between four main reinforcement tubes 24 at corresponding positions.
[0025] By adopting the above technical solution, the support rods 21 are connected to form a whole, thereby improving the overall structural strength and facilitating installation.
[0026] The distance between the two main reinforcing plates 25 is the same as the distance between the two lower reinforcing plates 27 .
[0027] By adopting the above technical solution, the structure is beautiful and the supporting strength is further improved.
[0028] The upper ends of the mounting plate 2 and the support plate 1 have the same height.
[0029] By adopting the technical solution, it is convenient to assemble the bridge.
[0030] Embodiment 2: Figure 3As shown, a cross reinforcement block 31 is fixedly provided on the inner wall of the vertical pole 3. Four reinforcement grooves 32 are formed between the cross reinforcement block 31 and the vertical pole 3. Two long grooves 33 are provided at both ends of the vertical pole 3. The vertical pole 3 is used to strengthen the supporting force of the lower end of the truss. The cross reinforcement block 31 makes the internal structural strength of the vertical pole 3 higher. The reinforcement groove 32 improves the supporting capacity of the vertical pole 3 while saving production costs. The long groove 33 further improves the stability of the surface structure. The vertical pole 3 improves the support for the lower end of the truss, thereby avoiding the occurrence of insufficient support for the lower end of the truss.
[0031] By adopting the above technical solution, the lower end of the truss has better supporting performance.
[0032] The upper end of the vertical rod 3 is fixedly connected to the lower end of the lower reinforcing plate 27 , and the vertical rod 3 is located in the middle of the lower end of the lower reinforcing plate 27 . The material of the vertical rod 3 is steel.
[0033] By adopting the above technical solution, the supporting strength of the vertical pole 3 to the truss is improved, thereby enhancing the overall stability of the truss.
[0034] Working principle: the support plate 1 is located at one side of the lower end of the bridge, and a plurality of support rods 21 are installed through the mounting plate 2. The support rods 21 are connected to the connecting plate 22 together. The main support beam can be installed on the connecting plate 22 through the sleeve 23. The overall structure is easy to install, and the structure is reasonable, and the supporting strength is good. The lower reinforcing plate 27 connected by the lower reinforcing tube 26 further improves the structural connection strength, and is easy to install, and has high convenience. Through the cooperation of the through groove 210 and the plug column 29 on the mounting block 28, it is easy to install between the mounting plate 2 and the support plate 1, and the installation is firm. The support rods 21 are connected to form a whole through the main reinforcing tube 24 and the main reinforcing plate 25, which improves the overall structural strength and is easy to install. The lower end support force of the truss is strengthened by the vertical rod 3. The cross reinforcing block 31 makes the internal structural strength of the vertical rod 3 higher. The reinforcing groove 32 improves the supporting capacity of the vertical rod 3 while saving production costs. The long groove 33 further improves the stability of the surface structure. The vertical rod 3 improves the support of the lower end of the truss to avoid the occurrence of insufficient support at the lower end of the truss.
[0035] Obviously, those skilled in the art can make various changes and modifications to the present invention without departing from the spirit and scope of the present invention. Thus, if these modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include these modifications and variations.
Claims
1. A truss for an assembled bridge, comprising a support plate (1), characterized in that: A mounting plate (2) is fixedly provided on the upper side of one end of the support plate (1); a plurality of support rods (21) are provided on one end of the mounting plate (2); a connecting plate (22) is fixedly provided on the same end of the plurality of support rods (21); a sleeve (23) is fixedly provided on one end of the connecting plate (22); two lower reinforcing tubes (26) are sleeved on the outer surfaces of the two lower support rods (21); a lower reinforcing plate (27) is fixedly provided between the two corresponding lower reinforcing tubes (26); and a vertical rod (3) is provided at the lower end of the lower reinforcing plate (27).
2. The assembled bridge truss according to claim 1, characterized in that: A cross reinforcement block (31) is fixedly provided on the inner wall of the vertical pole (3), four reinforcement grooves (32) are formed between the cross reinforcement block (31) and the vertical pole (3), and two long grooves (33) are provided at both ends of the vertical pole (3).
3. The assembled bridge truss according to claim 1, characterized in that: There are four support rods (21), and the four support rods (21) are distributed in a rectangular array.
4. The assembled bridge truss according to claim 1, characterized in that: Four mounting blocks (28) are provided at one end of the mounting plate (2), and plug posts (29) are movably inserted between the mounting blocks (28) and the mounting plate (2), the four mounting blocks (28) are distributed in a rectangular array, and a through slot (210) for use with the plug posts (29) is provided at one end of the mounting block (28).
5. The assembled bridge truss according to claim 1, characterized in that: The outer surfaces of the plurality of support rods (21) are sleeved with main reinforcement tubes (24), and main reinforcement plates (25) are fixedly provided between four main reinforcement tubes (24) at corresponding positions.
6. The assembled bridge truss according to claim 5, characterized in that: The distance between the two main reinforcing plates (25) is the same as the distance between the two lower reinforcing plates (27).
7. The assembled bridge truss according to claim 1, characterized in that: The upper ends of the mounting plate (2) and the support plate (1) have the same height.
8. The assembled bridge truss according to claim 2, characterized in that: The upper end of the vertical rod (3) is fixedly connected to the lower end of the lower reinforcing plate (27), and the vertical rod (3) is located in the middle of the lower end of the lower reinforcing plate (27). The material of the vertical rod (3) is steel.
