Temporary protection structure for bridge construction
By synchronously adjusting the lifting seat through the driving worm gear and driven worm wheel mechanism, combined with the design of the linkage rod and anti-slip support seat, the problem of stable support and convenient storage of temporary protective structures for bridge construction is solved, and transportation with minimal space occupation is achieved.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- 沈阳市城市公用事业发展中心
- Filing Date
- 2025-04-03
- Publication Date
- 2026-05-15
AI Technical Summary
The existing temporary protective structures used in bridge construction occupy a large space due to welding and fixing, making them inconvenient to store and transport.
The lifting seat in the column guide groove is raised and lowered synchronously by a drive worm gear and driven worm wheel mechanism. The inclined support arm is opened and retracted by a linkage rod. Combined with the design of anti-slip support seat and fixed base, stable support is achieved and space occupation is reduced.
It achieves stable support and convenient storage of temporary protective structures for bridge construction, reduces transportation space occupation, and improves operational efficiency.
Smart Images

Figure CN224244556U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of temporary protection technology, and in particular to a temporary protection structure for bridge construction. Background Technology
[0002] During bridge construction, temporary protective structures are needed to enclose the construction area and prevent personnel from entering. Currently, most temporary protective structures used in bridge construction are welded enclosure frames, which have the following problems in use:
[0003] The current temporary protective structure for bridge construction is fixed by welding steel frames. In order to improve the stability of the support, there are diagonal bracing arms on both sides. However, the welding fixation results in the diagonal bracing arms occupying a lot of space, making it inconvenient to store and transport, which is inconvenient. Utility Model Content
[0004] The purpose of this utility model is to overcome the shortcomings of the prior art and provide a temporary protective structure for bridge construction, which effectively solves the deficiencies of the prior art.
[0005] To achieve the above objectives, one embodiment of this utility model provides a temporary protective structure for bridge construction, comprising two columns. Each column has a guide groove at its center. A drive screw is rotatably connected to the center of the inner wall of each guide groove. Several blocking crossbars are fixedly connected between the two columns. A lifting seat is slidably connected to the inner wall of each guide groove. A connecting groove is formed at the center of each side of the lifting seat. An inclined support arm is rotatably connected to the center of the inner wall of each connecting groove. A linkage rod is rotatably connected to both sides of the bottom of the inner wall of each guide groove. The middle of the inclined support arm is rotatably connected to the end of the linkage rod furthest from the column. An anti-slip support seat is rotatably connected to the bottom end of the inclined support arm. A fixed base is fixedly connected to the bottom end of each column.
[0006] Preferably, in any of the above embodiments, a driven worm gear is fixedly connected to the bottom of the drive screw, a drive worm is rotatably connected to one side of the bottom of the two columns, the two drive worms penetrate into the inner wall of the guide groove of the two columns on both sides, the two sides of the drive worm are respectively engaged with the two driven worm gears, and a rotating head is fixedly connected to the middle of the drive worm.
[0007] The technical effect achieved by adopting the above solution is that by rotating the drive worm, two driven worm wheels can be driven to rotate synchronously at the same time, thereby driving the lifting seats on the inner walls of the two column guide grooves to rise and fall synchronously, which facilitates the adjustment operation without the need for separate rotation adjustment.
[0008] Preferably, in any of the above embodiments, the width of the inclined support arm is adapted to the distance between the inner wall of the linkage rod, the length of the linkage rod is half the length of the inclined support arm, and the width of the inclined support arm is adapted to the width of the inner wall of the connecting groove.
[0009] The technical effect achieved by adopting the above solution is that, guided by the linkage rod, the inclined support arm can be opened outward and lowered, so that the anti-slip support seat presses against both sides of the ground, thereby achieving inclined support and improving the stability of the support.
[0010] Preferably, in any of the above solutions, the length of the inclined support arm is less than the height of the column, the bottom end of the inclined support arm is at the top of the fixed base after the lifting seat is fully raised, and the width of the anti-slip support base is adapted to the width of the fixed base protruding from the column.
[0011] The technical effect achieved by adopting the above solution is that the anti-slip support can be completely retracted to the top of the fixed base.
[0012] Preferably, in any of the above embodiments, the bottom surface of the anti-slip support is fixedly connected with an anti-slip layer, and the anti-slip layer on the bottom surface of the anti-slip support has a plurality of anti-slip textures.
[0013] The technical effect achieved by adopting the above solution is that the anti-slip layer and several anti-slip patterns can effectively support the road surface after contact, improve the stability of the support, and prevent slippage.
[0014] Preferably, in any of the above schemes, the distribution height of the plurality of blocking crossbars is adapted to the height of the column, and the outer wall of the plurality of blocking crossbars is coated with a reflective coating.
[0015] The technical effects achieved by adopting the above solution are: by using this solution, the barrier bar can provide effective blocking protection, and the reflective coating helps to warn vehicles at night.
[0016] This utility model has the following advantages:
[0017] 1. The temporary protective structure used in the bridge construction can drive the lifting seat to slide up and down on the inner wall of the guide groove of the column by rotating the drive screw. By pushing the lifting seat downward and guiding it through the linkage rod, the inclined support arm can be opened outward and lowered, so that the anti-slip support seat presses against the ground on both sides to achieve inclined support and improve the stability of the support. At the same time, by pulling the lifting seat upward, the inclined support arm can be moved upward and guided by the linkage rod to rotate and move closer to the column, so that it can be retracted, reducing the space occupied on both sides and facilitating storage and transportation.
[0018] 2. The temporary protective structure used in the bridge construction can drive two driven worm gears to rotate synchronously by rotating the worm gear, which in turn drives the lifting seats on the inner walls of the two column guide grooves to rise and fall synchronously, making adjustment convenient without the need for separate rotation adjustment. Attached Figure Description
[0019] Figure 1 This is a schematic diagram of the structure of this utility model;
[0020] Figure 2 This is a front view structural diagram of the present utility model;
[0021] Figure 3 This utility model Figure 2 Schematic diagram of the cross-sectional structure at point AA.
[0022] In the diagram: 1-fixed base, 2-column, 3-blocking crossbar, 4-drive screw, 5-driven worm gear, 6-linkage rod, 7-lifting seat, 8-slanted support arm, 9-anti-slip support seat, 10-drive worm gear, 11-rotating head, 12-connecting groove. Detailed Implementation
[0023] The present invention will be further described below with reference to the accompanying drawings, but the scope of protection of the present invention is not limited to the following description.
[0024] like Figures 1 to 3 As shown, a temporary protective structure for bridge construction includes two columns 2. Each column 2 has a guide groove in the center of its surface. A drive screw 4 is rotatably connected to the center of the inner wall of each guide groove. Several blocking crossbars 3 are fixedly connected between the two columns 2. A lifting seat 7 is slidably connected to the inner wall of each guide groove. A connecting groove 12 is formed in the center of both sides of the lifting seat 7. An inclined support arm 8 is rotatably connected to the center of the inner wall of each connecting groove 12. A linkage rod 6 is rotatably connected to both sides of the bottom of the inner wall of each guide groove. The middle of the inclined support arm 8 is rotatably connected to the end of the linkage rod 6 away from the column 2. An anti-slip support seat 9 is rotatably connected to the bottom end of the inclined support arm 8. A fixed base 1 is fixedly connected to the bottom end of each column 2.
[0025] As an optional technical solution of this utility model, a driven worm gear 5 is fixedly connected to the bottom of the drive screw 4, and a drive worm 10 is rotatably connected to one side of the bottom of the two columns 2. The two drive worms 10 are respectively inserted into the inner wall of the guide groove of the two columns 2 on both sides. The two sides of the drive worm 10 are respectively engaged with the two driven worm gears 5. A rotating head 11 is fixedly connected to the middle of the drive worm 10. By rotating the drive worm 10, the two driven worm gears 5 can be driven to rotate synchronously at the same time, thereby driving the lifting seats 7 on the inner wall of the guide groove of the two columns 2 to rise and fall synchronously, which facilitates the adjustment operation without the need for separate rotation adjustment.
[0026] As an optional technical solution of this utility model, the width of the inclined support arm 8 is adapted to the distance between the inner wall of the linkage rod 6, the length of the linkage rod 6 is half of the inclined support arm 8, and the width of the inclined support arm 8 is adapted to the width of the inner wall of the connecting groove 12. Guided by the linkage rod 6, the inclined support arm 8 can be opened outward and lowered, so that the anti-slip support seat 9 presses against both sides of the ground to achieve inclined support and improve the stability of the support.
[0027] As an optional technical solution of this utility model, the length of the inclined support arm 8 is less than the height of the column 2. After the lifting seat 7 is fully raised, the bottom end of the inclined support arm 8 is at the top of the fixed base 1. The width of the anti-slip support seat 9 is adapted to the width of the fixed base 1 protruding from the column 2, so that the anti-slip support seat 9 can be completely retracted to the top of the fixed base 1.
[0028] As an optional technical solution of this utility model, the bottom surface of the anti-slip support 9 is fixedly connected with an anti-slip layer. The anti-slip layer on the bottom surface of the anti-slip support 9 has several anti-slip patterns. Through the anti-slip layer and several anti-slip patterns, the road surface can be effectively supported after contact with the road surface, improving the stability of the support and preventing slippage.
[0029] As an optional technical solution of this utility model, the distribution height of the several blocking crossbars 3 is adapted to the height of the column 2, and the outer wall of the several blocking crossbars 3 is coated with a reflective coating, so that the blocking crossbars 3 provide effective blocking protection, and the reflective coating helps to warn vehicles at night.
[0030] The temporary protective structure used during bridge construction requires the following steps:
[0031] 1) Install the column 2 vertically to the edge of the construction location using the fixed base 1;
[0032] 2) Then, by rotating the drive worm 10, the two driven worm wheels 5 can be driven to rotate synchronously, thereby driving the lifting seats 7 on the inner wall of the guide groove of the two columns 2 to rise and fall synchronously.
[0033] 3) By pushing the lifting seat 7 downward and guiding it through the linkage rod 6, the inclined support arm 8 can be opened outward and lowered, so that the anti-slip support seat 9 presses against both sides of the ground to achieve inclined support and improve the stability of the support.
[0034] 4) By pulling up the lifting seat 7, the inclined support arm 8 can be moved upward and guided by the linkage rod 6 to rotate and approach the column 2, so that it can be retracted, reducing the space occupied on both sides and facilitating storage and transportation.
[0035] In summary, rotating the drive screw 4 causes the lifting seat 7 to slide up and down on the inner wall of the guide groove of the column 2. Pushing the lifting seat 7 downward and guiding it through the linkage rod 6 allows the inclined support arm 8 to open outward and fall, causing the anti-slip support seat 9 to press against both sides of the ground, achieving inclined support and improving the stability of the support. At the same time, pulling the lifting seat 7 upward allows the inclined support arm 8 to move upward and, guided by the linkage rod 6, rotate closer to the column 2, causing it to retract, reducing the space occupied on both sides and facilitating storage and transportation. Rotating the drive worm gear 10 simultaneously drives the two driven worm wheels 5 to rotate synchronously, thereby driving the lifting seats 7 on the inner walls of the guide grooves of the two columns 2 to rise and fall synchronously, facilitating adjustment operations without the need for separate rotation adjustments.
[0036] 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 temporary protective structure for bridge construction, characterized in that: It includes two columns (2), each with a guide groove in the middle of its surface. A drive screw (4) is rotatably connected to the center of the inner wall of the guide groove of each column (2). Several blocking crossbars (3) are fixedly connected between the two columns (2). A lifting seat (7) is slidably connected to the inner wall of the guide groove of each column (2). A connecting groove (12) is opened in the middle of both sides of the lifting seat (7). An inclined support arm (8) is rotatably connected to the middle of the inner wall of the two connecting grooves (12). A linkage rod (6) is rotatably connected to both sides of the bottom of the inner wall of the guide groove of each column (2). The middle of the inclined support arm (8) is rotatably connected to the end of the linkage rod (6) away from the column (2). An anti-slip support seat (9) is rotatably connected to the bottom of the inclined support arm (8). A fixed base (1) is fixedly connected to the bottom of each column (2).
2. The temporary protective structure for bridge construction according to claim 1, characterized in that: The bottom of the drive screw (4) is fixedly connected to a driven worm gear (5), and the bottom of the two columns (2) is rotatably connected to a drive worm (10). The two drive worms (10) penetrate into the inner wall of the guide groove of the two columns (2) on both sides respectively. The two sides of the drive worm (10) are respectively meshed with the two driven worm gears (5). The middle part of the drive worm (10) is fixedly connected to a rotating head (11).
3. The temporary protective structure for bridge construction according to claim 2, characterized in that: The width of the inclined support arm (8) is adapted to the distance between the inner wall of the linkage rod (6), the length of the linkage rod (6) is half of the inclined support arm (8), and the width of the inclined support arm (8) is adapted to the width of the inner wall of the connecting groove (12).
4. The temporary protective structure for bridge construction according to claim 3, characterized in that: The length of the inclined support arm (8) is less than the height of the column (2). After the lifting seat (7) is fully raised, the bottom end of the inclined support arm (8) is at the top of the fixed base (1). The width of the anti-slip support seat (9) is adapted to the width of the fixed base (1) protruding from the column (2).
5. The temporary protective structure for bridge construction according to claim 4, characterized in that: The bottom surface of the anti-slip support (9) is fixedly connected with an anti-slip layer, and the anti-slip layer on the bottom surface of the anti-slip support (9) has several anti-slip patterns.
6. The temporary protective structure for bridge construction according to claim 5, characterized in that: The distribution height of some of the blocking crossbars (3) is adapted to the height of the column (2), and the outer wall of some of the blocking crossbars (3) is coated with a reflective coating.