Temporary bridge structure for bridge construction

By designing a connecting protection component including steel cables, extrusion plates, adjustment screws and other components, the problem of low installation efficiency of temporary guardrail devices for bridge construction in the prior art and inability to adapt to bridges of different widths is solved, and the effect of rapid installation and efficient protection is achieved.

CN223047915UActive Publication Date: 2025-07-01陕西路桥集团有限公司
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Patent Information

Application Number
CN202421746161.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-23
Publication Date
2025-07-01
Estimated Expiration
2034-07-23

AI Technical Summary

Technical Problem

The existing temporary guardrail device for bridge construction is inefficient when installing guardrails and cannot adapt to bridges of different widths, which can easily lead to gaps between the bridge and the guardrail, affecting the protection effect.

Method used

A temporary bridge structure for bridge construction was designed, using connecting protective components, including steel cables, extrusion plates, adjustment screws, shield plates, mounting seats, clamps and springs. Through the synergy of these components, the guardrail can be quickly installed and adapted to bridges of different widths.

Benefits of technology

The installation efficiency of bridge guardrails has been improved, the labor intensity of staff is reduced, the tight connection between the bridge and guardrails has been ensured, and the temporary protection effect has been improved.

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Abstract

The utility model belongs to the technical field of bridge construction, and particularly relates to a temporary bridge structure for bridge construction, which comprises two groups of support columns, and a connecting protection component is mounted between the two groups of support columns. The steel cables are symmetrically arranged between the two sets of supporting columns, the extrusion plates are arranged on the adjacent sides of the two sets of supporting columns, the adjusting screw rods are rotationally connected to the surfaces of the extrusion plates through bearings, and the adjusting screw rods are in threaded connection with the supporting columns. A plurality of shielding plates which are arranged at equal intervals are arranged between the two steel cables, mounting seats which are symmetrically arranged are fixed to one sides of the shielding plates, by arranging the connecting protection assembly, the bridge protective fence can be quickly mounted, the mounting efficiency is improved, meanwhile, the labor intensity of workers is relieved, and in the mounting mode, the mounting efficiency is improved, and the mounting efficiency is improved. The protective fence can adapt to bridges with different widths for shielding protection, gaps between the bridges and the protective fence cannot be caused, the temporary protection effect is improved, and the using effect is better.
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Description

Technical Field

[0001] The utility model belongs to the technical field of bridge construction, and particularly relates to a temporary bridge structure for bridge construction. Background Technique

[0002] The temporary bridge structure for bridge construction refers to a temporary bridge structure built during the bridge construction process to complete specific construction steps or meet certain special requirements during the construction process. These temporary structures play important roles in different stages of bridge construction, such as support, load-bearing, protection, etc. When constructing a bridge, in order to ensure the safety of construction workers, temporary guardrails are usually set on both sides of the bridge, thereby improving the safety of workers during construction on the bridge body. After the construction of the main bridge body is completed, the temporary guardrails are removed;

[0003] It is found that the publication (announcement) number: CN215052221 discloses a temporary guardrail device for bridge construction. This technology discloses "including a plurality of mounting seats, the mounting seats include a counterweight base and a mounting column detachably connected to the counterweight base; a plurality of protective steel wires are arranged between adjacent mounting seats, and both ends of the protective steel wire are respectively connected to the two mounting columns; a plurality of protective plates movably connected to the protective steel wire are also arranged between the adjacent mounting seats, etc. technical solutions, which have the technical effects of quickly installing and positioning the mounting column, and then fixing the mounting column on the seat body through bolt connection, so as to be able to conveniently and quickly install and fix the mounting column and the counterweight base";

[0004] When the above design is in use, although the mounting column and the counterweight base can be conveniently and quickly installed and fixed, when installing the guardrail, multiple sets of self-locking hooks and hanging ring connection steps need to be operated, resulting in low installation efficiency. Moreover, the width of the bridge and the length of the guardrail are fixed, which easily causes gaps between the bridge and the guardrail, affecting the temporary protection of the bridge construction by the guardrail and reducing the use effect of the device;

[0005] To solve the above problems, a temporary bridge structure for bridge construction is proposed in this application. Content of the Utility Model

[0006] To solve the problems raised in the above background technique. The utility model provides a temporary bridge structure for bridge construction, which has the characteristics of being able to quickly install the bridge guardrail, improving the installation efficiency, while reducing the labor intensity of workers. Moreover, this installation method can adapt to bridges of different widths for shielding protection, and will not cause gaps between the bridge and the guardrail, improving the temporary protection effect and having a better use effect.

[0007] To achieve the above object, the utility model provides the following technical solutions: A temporary bridge structure for bridge construction, including two groups of support columns, with a connection and protection component installed between the two groups of support columns. The connection and protection component includes steel cables arranged symmetrically between the two groups of support columns, pressing plates arranged on the adjacent sides of the two groups of support columns, and adjusting screws rotatably connected to the surfaces of the pressing plates through bearings. The adjusting screws are threadedly connected to the support columns. A plurality of groups of shielding plates arranged at equal intervals are provided between the two steel cables. One side of the shielding plate is fixed with symmetrically arranged mounting seats. A clamping plate is slidably connected inside the mounting seat, and symmetrically arranged springs are fixed between the clamping plate and the mounting seat.

[0008] Preferably, as a temporary bridge structure for bridge construction of the utility model, the surface of the mounting seat is provided with sliding grooves adapted to the clamping plate. The clamping plate and the mounting seat are slidably connected through these sliding grooves. The surface of the pressing plate is fixed with symmetrically arranged limiting rods. The surface of the support column is provided with limiting holes adapted to the limiting rods. The limiting rods and the support column are slidably connected through these limiting holes.

[0009] Preferably, as a temporary bridge structure for bridge construction of the utility model, symmetrically arranged rectangular grooves are provided on the mutually approaching sides of the two groups of support columns, and U-shaped seats are arranged inside the rectangular grooves. A roller is rotatably connected to the inside of the U-shaped seat through a rotating shaft. The U-shaped seat is fixedly connected to the support column through bolts. The two ends of the steel cable are respectively wound around the surfaces of the two rollers.

[0010] Preferably, as a temporary bridge structure for bridge construction of the utility model, symmetrically arranged teeth are fixed on the surface of the pressing plate close to the support column.

[0011] Preferably, as a temporary bridge structure for bridge construction of the utility model, a silica gel pad is fixed on the surface of the clamping plate.

[0012] Preferably, as a temporary bridge structure for bridge construction of the utility model, a mounting hole is provided on the surface of one group of support columns, and a laser ray instrument is arranged inside the mounting hole. The laser ray instrument is fixedly connected to the support column. A positioning groove corresponding to the laser ray instrument is provided on the surface of the other group of support columns.

[0013] Compared with the prior art, the beneficial effects of the utility model are:

[0014] By setting the connection and protection component, the bridge guardrail can be quickly installed, improving the installation efficiency and reducing the labor intensity of the staff. Moreover, this installation method can adapt to bridges of different widths for shielding and protection, preventing gaps between the bridge and the guardrail and improving the temporary protection effect, with better use effects. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] The accompanying drawings are used to provide a further understanding of the present utility model and form a part of the specification. Together with the embodiments of the present utility model, they are used to explain the present utility model and do not constitute a limitation to the present utility model. In the accompanying drawings:

[0016] Figure 1 is a schematic structural diagram of the whole of the present utility model;

[0017] Figure 2 is a partial structural diagram of the whole in the present utility model;

[0018] Figure 3 is a schematic structural diagram of connecting members such as support columns and positioning grooves in the present utility model;

[0019] Figure 4 is a structural sectional view of the mounting base in the present utility model;

[0020] Figure 5 In the present utility model Figure 4 is an enlarged schematic structural diagram at position A.

[0021] In the figure: 1, support column; 2, connecting protection assembly; 201, steel cable; 202, shielding plate; 203, U-shaped seat; 204, roller; 205, extrusion plate; 206, adjusting screw; 207, limiting rod; 208, tooth; 209, laser ray instrument; 210, positioning groove; 211, mounting base; 212, spring; 213, clamping plate; 214, silica gel pad. Specific embodiments

[0022] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments in the present utility model, all other embodiments obtained by those of ordinary skill in the art without making creative efforts shall fall within the protection scope of the present utility model.

[0023] Embodiment 1

[0024] As Figure 1 shown:

[0025] A temporary bridge structure for bridge construction includes two groups of support columns 1.

[0026] In this embodiment: The existing device {Publication (Announcement) Number}: CN215052221U discloses a temporary guardrail device for bridge construction. Regarding this existing main body, this application makes further improvements. For details, refer to the publicly disclosed technology below; to solve the technical problems existing in this existing technology, as disclosed in the background technology above, "When the above design is in use, although it can conveniently and quickly install and fix the installation column and the counterweight base, when installing the guardrail, multiple sets of self-locking hooks and hanging rings need to be operated for connection, resulting in low installation efficiency. Moreover, the width of the bridge and the length of the guardrail are fixed, which easily causes gaps between the bridge and the guardrail, affecting the temporary protection of the bridge construction by the guardrail and reducing the use effect of the device." In combination, this problem is obviously a real and relatively difficult problem to solve. In view of this, to solve this technical problem, a connection protection component 2 is added to this application document.

[0027] Furthermore:

[0028] As Figures 1-5 shown:

[0029] A connection protection component 2 is installed between two groups of support columns 1. The connection protection component 2 includes steel cables 201 arranged symmetrically between the two groups of support columns 1, pressing plates 205 arranged on the adjacent sides of the two groups of support columns 1, and adjusting screws 206 rotatably connected to the surfaces of the pressing plates 205 through bearings. The adjusting screws 206 are threadedly connected to the support columns 1. A plurality of groups of equally spaced baffle plates 202 are arranged between the two groups of steel cables 201. A pair of symmetrically arranged mounting seats 211 are fixed on one side of the baffle plate 202. A clamping plate 213 is slidably connected inside the mounting seat 211. A pair of symmetrically arranged springs 212 are fixed between the clamping plate 213 and the mounting seat 211. A sliding groove adapted to the clamping plate 213 is formed on the surface of the mounting seat 211. The clamping plate 213 and the mounting seat 211 are slidably connected through this sliding groove. A pair of symmetrically arranged limiting rods 207 are fixed on the surface of the pressing plate 205. Limiting holes adapted to the limiting rods 207 are formed on the surface of the support column 1. The limiting rods 207 and the support column 1 are slidably connected through these limiting holes. A pair of symmetrically arranged rectangular grooves are formed on the adjacent sides of the two groups of support columns 1, and a U-shaped seat 203 is arranged in the rectangular groove. A roller 204 is rotatably connected to the inside of the U-shaped seat 203 through a rotating shaft. The U-shaped seat 203 is fixed to the support column 1 through bolts. The two ends of the steel cable 201 are respectively wound around the surfaces of the two groups of rollers 204.

[0030] In this embodiment: For the temporary bridge structure used in bridge construction, during use, first, fix the two support columns 1 at the front end and the end of the bridge construction area respectively. Subsequently, pass both ends of the steel cable 201 through the rollers 204. Through the settings of the U-shaped seat 203 and the rollers 204, the steel cable 201 can be positioned, so that the two steel cables 201 are in a parallel state. At the same time, one end of the steel cable 201 passes through between the roller 204 and the U-shaped seat 203, and at the same time passes through between the pressing plate 205 and the support column 1. Then rotate the adjusting screw 206 on the support column 1 to drive the pressing plate 205 to move. By moving the pressing plate 205, the steel cable 201 is squeezed and fixed. While the pressing plate 205 moves, it drives the limiting rod 207 to move. Through the setting of the limiting rod 207, the pressing plate 205 is limited, making the movement of the pressing plate 205 more stable. Subsequently, pull the other ends of the two steel cables 201. At the same time, the steel cable 201 slides on the roller 204, so that while playing a role in limiting and positioning, the friction force in contact with the steel cable 201 can be reduced, and the pulling effect on the steel cable 201 can be improved. By pulling the steel cable 201, the two steel cables 201 are in a completely taut state. Then rotate the other adjusting screw 206 to drive the pressing plate 205 to squeeze and fix the steel cable 201. Subsequently, press the two clamping plates 213 so that the clamping plates 213 move into the mounting seat 211 and compress the spring 212. Then fit the shielding plate 202 with the two steel cables 201. At the same time, the two mounting seats 211 are located outside the two steel cables 201. Then release the clamping plates 213. At this time, the spring 212 rebounds and drives the clamping plates 213 to move. The spring 212 drives the clamping plates 213 to squeeze and fix the steel cable 201, thus completing the position locking of the shielding plate 202. Through the above operations, the bridge guardrail can be installed quickly, the installation efficiency can be improved, and the labor intensity of the staff can be reduced. Moreover, this installation method can adapt to bridges of different widths for shielding and protection, and there will be no gap between the bridge and the guardrail, improving the temporary protection effect and having a better use effect.

[0031] Furthermore;

[0032] In an alternative embodiment, symmetrically arranged teeth 208 are fixed on one side of the surface of the pressing plate 205 close to the support column 1.

[0033] In this embodiment: As the pressing plate 205 moves, it drives the teeth 208 to move. Through the contact and extrusion between the teeth 208 and the steel cable 201, through the setting of the teeth 208, the friction force can be increased, and the squeezing and fixing effect on the steel cable 201 can be improved.

[0034] Furthermore;

[0035] In an alternative embodiment, a silica gel pad 214 is fixed on the surface of the clamping plate 213.

[0036] In this embodiment: through the silica gel pad 214 on the clamping plate 213, the friction between the clamping plate 213 and the steel cable 201 can be increased, and the fixing effect on the shielding plate 202 can be improved.

[0037] Furthermore;

[0038] In an alternative embodiment, mounting holes are formed on the surface of a group of support columns 1, and a laser ray instrument 209 is arranged in the mounting holes. The laser ray instrument 209 is fixedly connected to the support column 1, and positioning grooves 210 corresponding to the laser ray instrument 209 are formed on the surface of the other group of support columns 1.

[0039] In this embodiment: during the fixing process, the laser ray instrument 209 is turned on to emit a light beam. When the laser ray is projected onto the surface of the other support column 1 and corresponds to the positioning groove 210 formed on the support column 1, the two groups of support columns 1 are parallel to each other at this time, thereby improving the installation efficiency of the support column 1 and achieving a better use effect.

[0040] It should be noted that: the laser ray instrument 209 is a highly concentrated and highly directional light beam, which can maintain a very straight line over a long distance. Utilizing this characteristic, we can project the laser ray onto the positioning groove 210. If the position of the emitted light spot is the same as that of the light spot in the positioning groove 210, then it can be determined that the two support columns 1 are parallel and corresponding.

[0041] Working principle and usage process of the utility model: For the temporary bridge structure used in bridge construction, during use, first, fix the two support columns 1 at the front end and the end of the bridge construction area respectively. During the fixing process, turn on the laser ray instrument 209 so that the laser ray instrument 209 emits a light beam. When the laser ray projects onto the surface of the other support column 1 and corresponds to the positioning groove 210 opened on the support column 1, at this time, the two support columns 1 are parallel to each other correspondingly, thereby improving the installation efficiency of the support column 1 and achieving a better usage effect. Subsequently, pass the two ends of the steel cable 201 through the rollers 204. Through the settings of the U-shaped seat 203 and the rollers 204, the steel cable 201 can be positioned, making the two steel cables 201 in a parallel state. At the same time, one end of the steel cable 201 passes through between the roller 204 and the U-shaped seat 203 and also passes through between the pressing plate 205 and the support column 1. Then, rotate the adjusting screw 206 on the support column 1 to drive the pressing plate 205 to move. Through the movement of the pressing plate 205, the steel cable 201 is squeezed and fixed. While the pressing plate 205 moves, it drives the limiting rod 207 to move. Through the setting of the limiting rod 207, the pressing plate 205 is limited, making the movement of the pressing plate 205 more stable. At the same time, as the pressing plate 205 moves, it drives the tooth 208 to move. Through the contact and extrusion between the tooth 208 and the steel cable 201, through the setting of the tooth 208, the friction force can be increased, improving the squeezing and fixing effect on the steel cable 201. Subsequently, pull the other ends of the two steel cables 201. At the same time, the steel cable 201 slides on the roller 204, which can not only play a role in limiting and positioning but also reduce the friction force in contact with the steel cable 201, improving the pulling effect on the steel cable 201. Through the pulling of the steel cable 201, the two steel cables 201 are in a completely taut state. Then, rotate the other adjusting screw 206 to drive the pressing plate 205 to squeeze and fix the steel cable 201. Subsequently, press the two clamping plates 213 so that the clamping plates 213 move into the mounting seat 211 and compress the spring 212. Then, fit the shielding plate 202 with the two steel cables 201. At the same time, the two mounting seats 211 are located outside the two steel cables 201. Then, release the clamping plates 213. At this time, the spring 212 rebounds and drives the clamping plates 213 to move. The spring 212 drives the clamping plates 213 to squeeze and fix the steel cable 201, thereby completing the position locking of the shielding plate 202. Through the silica gel pad 214 on the clamping plate 213, the friction force between the clamping plate 213 and the steel cable 201 can be increased, improving the fixing effect on the shielding plate 202. Through the above operations, the bridge guardrail can be installed quickly, improving the installation efficiency, reducing the labor intensity of the staff at the same time. Moreover, this installation method can adapt to bridges of different widths for shielding and protection, preventing gaps between the bridge and the guardrail, and improving the temporary protection effect with a better usage effect.

[0042] Finally, it should be noted that the above are only the preferred embodiments of the present utility model and are not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or perform equivalent replacements for some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.

Claims

1. A temporary bridge structure for bridge construction, comprising two sets of support columns (1), characterized in that: A connection protection component (2) is installed between the two groups of support columns (1), and the connection protection component (2) comprises steel cables (201) arranged symmetrically between the two groups of support columns (1), an extrusion plate (205) arranged on one side adjacent to the two groups of support columns (1), and an adjustment screw (206) rotatably connected to the surface of the extrusion plate (205) via a bearing, the adjustment screw (206) and the support column (1) are threadedly connected, and multiple groups of equidistantly arranged shielding plates (202) are arranged between the two groups of steel cables (201), and a symmetrically arranged mounting seat (211) is fixed to one side of the shielding plate (202), a clamping plate (213) is slidably connected inside the mounting seat (211), and symmetrically arranged springs (212) are fixed between the clamping plate (213) and the mounting seat (211).

2. A temporary bridge structure for bridge construction according to claim 1, characterized in that: The surface of the mounting seat (211) is provided with a sliding groove matched with the clamping plate (213), and the clamping plate (213) and the mounting seat (211) are slidably connected via the sliding groove; the surface of the extrusion plate (205) is fixed with symmetrically arranged limiting rods (207); the surface of the support column (1) is provided with a limiting hole matched with the limiting rod (207), and the limiting rod (207) and the support column (1) are slidably connected via the limiting hole.

3. A temporary bridge structure for bridge construction according to claim 2, characterized in that: A symmetrically arranged rectangular groove is provided on one side of the two groups of support columns (1) close to each other, and a U-shaped seat (203) is arranged in the rectangular groove. The interior of the U-shaped seat (203) is rotatably connected to a roller (204) via a rotating shaft. The U-shaped seat (203) is fixedly connected to the support column (1) via bolts, and the two ends of the steel cable (201) are respectively wound around the surfaces of the two groups of rollers (204).

4. A temporary bridge structure for bridge construction according to claim 3, characterized in that: Symmetrically arranged teeth (208) are fixed on the surface of the extrusion plate (205) on one side close to the support column (1).

5. A temporary bridge structure for bridge construction according to claim 1, characterized in that: A silicone pad (214) is fixed on the surface of the card plate (213).

6. A temporary bridge structure for bridge construction according to claim 1, characterized in that: A mounting hole is provided on the surface of one group of support columns (1), and a laser ray meter (209) is arranged in the mounting hole. The laser ray meter (209) and the support column (1) are fixedly connected. A positioning groove (210) corresponding to the laser ray meter (209) is provided on the surface of another group of support columns (1).

Citation Information

Patent Citations

  • A temporary guardrail device for bridge construction

    CN215052221U