Fabricated road protection temporary steel bridge
Through the prefabricated design and threaded connection reinforcement method, the existing steel bridges have been solved for complex installation, weak connection and insufficient buffering capacity, and the effects of rapid installation, stable connection and long-life use are achieved.
Patent Information
- Application Number
- CN202411879158.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-19
- Publication Date
- 2025-02-07
AI Technical Summary
The existing steel bridges are complex and cumbersome during the installation process, with poor connections and insufficient impact buffering capacity on the road surface, resulting in safety hazards and shortened service life.
The prefabricated design is adopted to improve the connection strength and stability of the steel bridge through threaded connection and torsion reinforcement; slope cover plates and buffer blocks are installed in the contact parts of the steel bridge and the road surface to reduce the impact energy when the vehicle passes.
It realizes rapid installation and disassembly of steel bridges, improves construction efficiency; ensures the firmness and stability of the connection, reduces the risks of loosening and deformation; effectively reduces vehicle impact and extends the service life of steel bridges.
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Figure CN119392590A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of building construction, in particular to an assembled road protection steel temporary bridge. Background Art
[0002] In modern society's road construction and emergency rescue and disaster relief scenarios, steel temporary bridges play a vital role.
[0003] With the rapid economic development and the continuous advancement of urbanization, the demand for road construction and maintenance is growing. During road construction, some sections of the road often need to be closed or renovated. In order not to affect the normal passage of traffic, temporary steel bridges need to be built to guide vehicles and pedestrians. In addition, after some natural disasters such as floods and earthquakes, roads may be damaged. In order to restore traffic as soon as possible, steel bridges have become important emergency rescue facilities.
[0004] However, there are many problems with the existing steel temporary bridges in practical applications. On the one hand, the installation process of traditional steel temporary bridges is often complicated and cumbersome. The connection methods used by many steel temporary bridges are not convenient enough and require a lot of time and manpower to install, which may delay the time for traffic restoration in an emergency and affect the rescue work. On the other hand, the firmness of the connection needs to be improved. During use, some steel temporary bridges are prone to loosening and shaking due to loose connections, posing safety hazards to pedestrians and vehicles. Moreover, when vehicles pass frequently, the existing steel temporary bridges have insufficient impact buffering capacity on the road surface, which can easily lead to damage to the steel temporary bridge and the road surface, shortening their service life and increasing the cost of maintenance and replacement.
[0005] To sum up, in order to solve the problems of existing steel temporary bridges such as inconvenient installation, loose connection and insufficient buffering capacity, there is an urgent need for a new type of assembled road protection steel temporary bridge to meet the needs of modern road engineering construction and emergency rescue and disaster relief. Summary of the invention
[0006] The purpose of the present invention is to solve the shortcomings in the prior art and to propose an assembled road protection steel temporary bridge.
[0007] An embodiment of the present invention relates to an assembled road protection steel bridge, which comprises a load-bearing base plate, a load-bearing frame, a frame cover plate, a load-bearing cover plate and a cover plate positioning block.
[0008] In certain embodiments of the present invention, one side of the load-bearing base plate is in contact with the ground, and the other side is threadedly connected to the load-bearing frame. The threaded connection facilitates installation and disassembly, thereby improving construction efficiency. After connection, the threaded connection is torsionally reinforced to enhance the stability and reliability of the connection.
[0009] In certain embodiments of the present invention, the load-bearing frame is connected to the frame cover plate above, also by threaded connection, and torsion reinforcement is performed at the threaded connection to ensure a firm connection between the frame cover plate and the load-bearing frame.
[0010] In certain embodiments of the present invention, a cover plate positioning block is provided between the load-bearing frame and the frame cover plate to ensure the accuracy of the installation position of the frame cover plate.
[0011] In certain embodiments of the present invention, the load-bearing base plate, load-bearing frame, frame cover plate, load-bearing cover plate, and cover plate positioning block are provided with a plurality of screw holes for threaded connection, and the screw holes correspond to each other, so as to facilitate accurate connection of various components.
[0012] In certain embodiments of the present invention, a slope cover is provided at the contact portion of the steel temporary bridge with the road surface, and a buffer block is provided between the slope cover and the road surface. The buffer block is arranged inside the slope cover by a threaded connection, which can effectively reduce the impact on the steel temporary bridge when vehicles pass by, thereby protecting the steel temporary bridge and the road surface.
[0013] Compared with the prior art, the advantages and positive effects of the present invention are:
[0014] 1. Strong connection and high stability
[0015] The present invention adopts a method combining threaded connection and torsion reinforcement, which greatly enhances the connection strength between the various components of the steel temporary bridge. The load-bearing base plate and the load-bearing frame are connected by threads and then reinforced by torsion, which ensures the stability of the bottom structure and can effectively withstand the pressure from above and various external forces. The load-bearing frame and the frame cover plate are also connected by threads and reinforced by torsion, making the entire frame structure more stable and reliable. This double connection method makes the steel temporary bridge less prone to loosening, deformation and other problems during use, and can withstand larger loads. Whether pedestrians, small vehicles or heavy vehicles pass by, the safety and stability of the steel temporary bridge can be guaranteed.
[0016] 2. Easy to install and disassemble, improving construction efficiency
[0017] Each component is provided with corresponding screw holes, which greatly facilitates the installation and disassembly of the steel temporary bridge. In situations where a steel temporary bridge is needed, construction workers can quickly connect the various components with screws, without the need for complex installation processes and a lot of installation time. When it is time to dismantle it after use, the screws can be easily unscrewed and the steel temporary bridge can be disassembled into various components for transportation and storage. This assembled design greatly improves construction efficiency, especially in emergency situations, such as disaster relief, road repair, etc., the steel temporary bridge can be quickly built to restore traffic, providing convenience for rescue work and people's production and life.
[0018] 3. Effectively reduce vehicle impact and extend service life
[0019] The slope cover and buffer block set at the part where the steel bridge contacts the road play an important protective role. The slope cover can protect the edge of the steel bridge and prevent debris and soil on the road from entering the structure of the steel bridge and affecting its normal use. The buffer block is set between the slope cover and the road. When a vehicle passes through the steel bridge, the buffer block can effectively absorb the impact energy brought by the vehicle and reduce the vibration and impact of the vehicle on the steel bridge. This can reduce the degree of wear and damage of the steel bridge during use, extend the service life of the steel bridge, reduce the cost of maintenance and replacement, and also improve the safety of the steel bridge. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Figure 1 It is a structural schematic diagram of the load-bearing bottom plate of the present invention;
[0021] Figure 2 It is a schematic diagram of the load-bearing frame structure of the present invention;
[0022] Figure 3 It is a schematic diagram of the frame cover structure of the present invention;
[0023] Figure 4 It is a schematic diagram of the structure of the cover plate positioning block of the present invention;
[0024] Figure 5 It is a schematic diagram of the load-bearing cover plate structure of the present invention;
[0025] Figure 6 It is a side structural schematic diagram of the present invention;
[0026] Figure 7 It is a schematic diagram of the overall structure of the present invention.
[0027] Figure numerals: 1. load-bearing base plate, 2. load-bearing frame, 3. frame cover plate, 4. load-bearing cover plate, 5. cover plate positioning block, 6. slope cover plate, 7. buffer block. DETAILED DESCRIPTION
[0028] In order to make the purpose, technical solution and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with 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.
[0029] In the description of the present invention, it should be understood that the terms "length", "width", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, in the description of the present invention, "multiple" means two or more, unless otherwise clearly and specifically defined.
[0030] Embodiment 1
[0031] The present invention provides a technical solution: Figure 1 As shown, an assembled road protection steel temporary bridge includes a load-bearing base plate 1, a load-bearing frame 2, a frame cover plate 3, a load-bearing cover plate 4 and a cover plate positioning block 5. One side of the load-bearing base plate 1 is in contact with the ground, and the other side is connected to the load-bearing frame 2 by threads, and the threads are reinforced by torsion. The upper part of the load-bearing frame 2 is connected to the frame cover plate 3 by threads, and the connection is reinforced by torsion, and a cover plate positioning block 5 is arranged between the two. The load-bearing base plate, the load-bearing frame, the frame cover plate, the load-bearing cover plate and the cover plate positioning block are all provided with a plurality of corresponding screw holes. The part of the steel temporary bridge in contact with the road surface is provided with a slope cover plate 6, and a buffer block 7 is provided between the slope cover plate 6 and the road surface. The buffer block 7 is arranged inside the slope cover plate by threaded connection.
[0032] In actual use, the load-bearing base plate 1 is first placed on the ground, and then the load-bearing frame 2 is installed on the load-bearing base plate through threaded connection, and torsion reinforcement is performed. Next, the frame cover plate 3 is installed on the load-bearing frame through threaded connection, and the cover plate positioning block 5 is set. Finally, the load-bearing cover plate 4, the slope cover plate 6 and the buffer block 7 are installed as needed.
[0033] Embodiment 2
[0034] 1. Material selection
[0035] Load-bearing bottom plate: Made of high-strength steel, it has good compression and load-bearing capacity. The steel has undergone special anti-corrosion treatment to adapt to various harsh environmental conditions.
[0036] Load-bearing frame: High-strength steel is also used. The structural design of the frame is precisely calculated to ensure that it can withstand the expected weight and pressure. The cross-sectional shape of the frame is rectangular or trapezoidal to increase stability.
[0037] Frame cover and load-bearing cover: Steel plate or aluminum alloy plate can be used, and the surface is anti-slip treated to prevent pedestrians or vehicles from slipping on it. The thickness of the cover is selected according to actual needs.
[0038] Cover plate positioning block: Made of wear-resistant plastic or rubber material, it has good elasticity and wear resistance. The shape and size of the positioning block match the structure of the load-bearing frame and the cover plate to ensure that the cover plate can be firmly positioned after installation.
[0039] Slope cover: The same material as the frame cover is used to ensure overall coordination and aesthetics. The shape of the slope cover is designed according to the slope of the road surface to ensure that it can fit closely with the road surface.
[0040] Buffer block: Made of rubber or foam material, it has good buffering performance. The thickness and hardness of the buffer block are selected according to actual needs to ensure that it can effectively reduce the impact of vehicles passing through on the steel temporary bridge.
[0041] 2. Installation steps
[0042] Preparation
[0043] Clean and level the installation site to ensure that the ground is solid and free of obstacles.
[0044] According to the design requirements, measure and mark the installation position and size of the steel temporary bridge.
[0045] Check that all parts are complete and free of damage or deformation.
[0046] Install the load-bearing base plate:
[0047] Place the load-bearing base plate on the marked position, making sure that the base plate is in firm contact with the ground.
[0048] Use a level to check the levelness of the base plate and adjust it by shimming it under the base plate if necessary.
[0049] Pre-drill threaded holes in the base plate to facilitate subsequent installation of the load-bearing frame.
[0050] Install the load-bearing frame:
[0051] Align the load-bearing frame with the threaded holes on the base plate and use bolts to thread the frame to the base plate.
[0052] Use a level to check the frame for plumbness and levelness and make adjustments if necessary.
[0053] Install the frame cover:
[0054] Place the frame cover onto the load-bearing frame, making sure the cover is flush with the edges of the frame.
[0055] Use bolts to thread the cover plate to the frame, and be careful to tighten the bolts moderately to prevent damage to the threads.
[0056] Install the cover plate positioning block at a suitable position between the frame and the cover plate to ensure that the cover plate does not move during use.
[0057] Install the load-bearing cover:
[0058] According to actual needs, select the appropriate number of load-bearing cover plates and place them on the frame cover plates.
[0059] Use bolts to connect the load-bearing cover plate to the frame cover plate, ensuring that the gaps between the cover plates are even.
[0060] Install the slope cover and buffer block:
[0061] Place the slope cover at the junction of the steel temporary bridge and the road surface, ensuring that the cover fits tightly against the road surface.
[0062] Threaded holes are pre-drilled inside the slope cover plate, and then the buffer block is installed inside the cover plate through threaded connection.
[0063] Check whether the slope cover and buffer block are installed firmly, and adjust and reinforce them if necessary.
[0064] 3. Use and Maintenance
[0065] Precautions for use
[0066] During the use of the steel temporary bridge, the load and speed of the vehicle must be strictly controlled to prevent exceeding the bearing capacity of the steel temporary bridge.
[0067] Regularly check whether the various parts of the steel temporary bridge are loose, damaged or deformed. If there are any problems, repair or replace them in time.
[0068] Keep the steel temporary bridge clean and remove debris and dirt on it in time to prevent it from affecting its performance.
[0069] Maintenance
[0070] Steel temporary bridges should be treated with anti-corrosion treatment regularly to extend their service life.
[0071] Check the cover positioning block and buffer block, and replace them in time if they are worn or damaged.
[0072] Embodiment 3
[0073] An assembly method of an assembled road protection steel temporary bridge, the specific steps of which are as follows:
[0074] 1. Preparation
[0075] Material and tool inspection
[0076] Carefully check each component including the load-bearing base plate, load-bearing frame, frame cover plate, load-bearing cover plate, cover plate positioning block, slope cover plate and buffer block to ensure that they are free of deformation, damage, rust and other problems.
[0077] Prepare appropriate screws, nuts, wrenches, screwdrivers and other assembly tools, and ensure that the tools are complete and in good condition.
[0078] Make sure the assembly site is flat, stable and has enough space for operation.
[0079] 2. Assembly of load-bearing base plate and load-bearing frame
[0080] Positioning load-bearing base plate
[0081] Place the load-bearing base plate on the ground steadily, making sure it is in full contact with the ground and remains level. You can use a level to check and adjust to ensure the flatness of the base plate.
[0082] Determine the installation position and direction of the load-bearing base plate based on design requirements and actual site conditions.
[0083] Connecting load-bearing frames
[0084] Carefully lift the load frame onto the load base, taking care to avoid knocks and damage.
[0085] Carefully check the screw holes on the load frame and the screw holes on the load base to make sure they match. You can use a pencil or other marking tool to mark around the screw holes for better alignment.
[0086] Select the appropriate screws and nuts, insert the screws into the corresponding screw holes, and screw in the nuts from the bottom of the load-bearing base plate. Use a wrench or screwdriver to gradually tighten the nuts to ensure that the connection between the load-bearing frame and the load-bearing base plate is firm and reliable. During the tightening process, pay attention to even force to avoid over-tightening one side and loosening the other side.
[0087] 3. Assembly of load-bearing frame and frame cover
[0088] Prepare the frame cover
[0089] Check whether the surface of the frame cover is flat and whether the screw holes are clean and unobstructed.
[0090] Set the frame covers aside for installation at a later time.
[0091] Installing the frame cover
[0092] Carefully place the frame cover over the load frame, making sure the edges of the cover align with the edges of the load frame.
[0093] Check the screw holes on the frame cover and the screw holes on the load-bearing frame again to make sure they are aligned accurately. You can use a light or other auxiliary tool to check to ensure the alignment accuracy of the screw holes.
[0094] Select screws and nuts of the same specifications as before, insert the screws into the corresponding screw holes, and screw in the nuts starting from the top of the frame cover. Use a wrench or screwdriver to gradually tighten the nuts to ensure a firm connection between the load-bearing frame and the frame cover. During the tightening process, pay attention to tightening each screw alternately to ensure the installation flatness of the frame cover.
[0095] 4. Install the cover positioning block
[0096] Determine the position of the positioning block
[0097] According to the design requirements, determine the installation position of the cover plate positioning block between the load-bearing frame and the frame cover plate. Generally, the positioning blocks should be evenly distributed around the frame to ensure the stability of the frame cover plate.
[0098] Use a pencil or other marking tool to mark the locations on the load-bearing frame and frame cover where the spacers will be installed.
[0099] Install the cover positioning block
[0100] Place the cover locating blocks in the marked positions, making sure that the locating blocks are in close contact with the load-bearing frame and the frame cover.
[0101] Check that the screw holes on the positioning blocks are aligned with the screw holes on the load-bearing frame and frame cover. If necessary, make fine adjustments to ensure accurate alignment of the screw holes.
[0102] Use screws and nuts to fix the cover plate positioning block between the load-bearing frame and the frame cover plate. When tightening the screws, pay attention to moderate force to avoid damaging the positioning block or affecting its positioning effect.
[0103] 5. Install slope cover and buffer block (if applicable)
[0104] Install the slope cover
[0105] The installation position of the slope cover is determined at the contact part between the steel temporary bridge and the road surface. Usually, the slope cover should cover the edge of the steel temporary bridge to form a smooth transition with the road surface.
[0106] Carefully place the slope cover in the installation location, ensuring that the edges of the cover are aligned with the edges of the road surface and the steel bridgehead.
[0107] Check the screw holes on the slope cover and the screw holes on the steel bridge to ensure that they correspond accurately. You can use marking tools or other auxiliary tools to check and adjust.
[0108] Select the appropriate screws and nuts, insert the screws into the corresponding screw holes, and screw in the nuts from the top of the slope cover. Use a wrench or screwdriver to gradually tighten the nuts to ensure a firm connection between the slope cover and the steel bridge. During the tightening process, pay attention to even force to avoid over-tightening one side and loosening the other side.
[0109] Install the buffer block
[0110] Check whether the size and shape of the buffer block meet the requirements and ensure that it is not damaged or deformed.
[0111] Place the buffer block at the designated position inside the slope cover plate, ensuring that the buffer block is in close contact with the slope cover plate.
[0112] According to the design requirements, the buffer block is fixed inside the slope cover plate by threaded connection. It can be fixed by screws and nuts or other suitable connectors. During the installation process, it is necessary to ensure that the buffer block is installed firmly and reliably and will not loosen or fall off during use.
[0113] 6. Inspection and Adjustment
[0114] Overall inspection
[0115] After the assembly of the steel temporary bridge is completed, the entire structure is comprehensively inspected. Check whether the connections of various components are firm, whether the screws are tightened, whether the positioning blocks are installed correctly, whether the slope cover plates and buffer blocks are installed in place, etc.
[0116] Use a level, measuring tools, etc. to check the flatness, verticality, etc. of the steel temporary bridge to ensure that it meets the design requirements and usage standards.
[0117] Adjustments and corrections
[0118] If any problems are found during the inspection, they should be adjusted and corrected in time. For example, if a screw is found to be loose, it should be tightened immediately; if the installation position of the component is found to be inaccurate, it should be adjusted; if the flatness is found to be not up to the requirements, it should be adjusted with gaskets, etc.
[0119] During the adjustment and correction process, pay attention to safety to avoid further damage to the steel temporary bridge.
[0120] Through the above detailed assembly method, the installation quality and safety of the assembled road protection steel bridge can be ensured. During the assembly process, it is necessary to strictly follow the design requirements and operating specifications to ensure that the connection of each component is firm and reliable and the overall structure is stable. At the same time, pay attention to safety to avoid accidents.
[0121] Through the above detailed embodiments, the assembled road protection steel bridge of the present invention can be better understood and implemented. This steel bridge has the advantages of simple structure, convenient installation, strong bearing capacity, long service life, etc., and is suitable for various road construction and temporary traffic needs.
[0122] The above are only preferred embodiments of the present invention and are not intended to limit the present invention in other forms. Any technician familiar with the profession may use the technical contents disclosed above to change or modify them into equivalent embodiments with equivalent changes and apply them to other fields. However, any simple modification, equivalent change and modification made to the above embodiments based on the technical essence of the present invention without departing from the technical solution of the present invention still falls within the protection scope of the technical solution of the present invention.
Claims
1. A method for assembling an assembled road protection steel bridge, characterized in that The assembly steps are as follows: Step 1: Preparation Check whether the load-bearing base plate, load-bearing frame, frame cover plate, load-bearing cover plate, cover plate positioning block, slope cover plate and buffer block are intact, and confirm that the screw holes on each component are accurately positioned and not blocked; Step 2: Assembly of load-bearing base plate and load-bearing frame Place one side of the load-bearing base plate on the ground so that it is in stable contact with the ground; Align the screw holes on the load-bearing frame corresponding to the load-bearing base plate with the screw holes on the load-bearing base plate; Use appropriate screws to thread the load-bearing frame to the load-bearing base plate to ensure a secure connection; Step 3: Assembly of load-bearing frame and frame cover Place the frame cover over the load-bearing frame; Adjust the position of the frame cover so that the screw holes on the frame cover correspond to the screw holes on the load-bearing frame; The load-bearing frame and the frame cover are fixed together with screws by adopting the threaded connection method; Step 4: Install the cover positioning block Place the cover plate positioning block at a suitable position between the load-bearing frame and the frame cover plate; Make sure the cover positioning block does not affect the alignment of the screw holes and also serves to stabilize the frame cover; Step 5: Install slope cover and buffer block Install slope cover plates at the contact part between the steel temporary bridge and the road surface; Install the buffer block inside the slope cover through threaded connection to ensure that the buffer block is installed firmly and in the correct position.
2. An assembled road protection steel bridge, characterized in that include: A load-bearing base plate, a load-bearing frame, a frame cover plate, a load-bearing cover plate and a cover plate positioning block. One side of the load-bearing base plate is in contact with the ground, and the other side is threadedly connected to the load-bearing frame. The top of the load-bearing frame is connected to the frame cover plate, and a cover plate positioning block is provided between the load-bearing frame and the frame cover plate.
3. According to claim 2, the assembled road protection steel bridge is characterized by: The load-bearing bottom plate is threadedly connected to the load-bearing frame.
4. According to claim 2, the assembled road protection steel bridge is characterized by: The load-bearing frame and the frame cover plate are connected by threads.
5. According to claim 2, the assembled road protection steel bridge is characterized by: The load-bearing bottom plate, the load-bearing frame, the frame cover plate, the load-bearing cover plate, and the cover plate positioning block are provided with a plurality of screw holes for threaded connection.
6. The assembled road protection steel bridge according to claim 2 is characterized by: The screw holes correspond to each other.
7. The assembled road protection steel bridge according to claim 2 is characterized by: The portion of the steel temporary bridge in contact with the road surface is provided with a slope cover plate, and a buffer block is provided between the slope cover plate and the road surface.
8. The assembled road protection steel bridge according to claim 2 is characterized by: The buffer block is arranged inside the slope cover plate through threaded connection.