Simple assembly type steel structure temporary road for building construction
By using nesting splicing technology of steel structure plates, the problems of waste and easy damage of existing temporary road resources are solved, and the construction effect with low cost and high turnover is achieved.
Patent Information
- Application Number
- CN202421951465.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-12
- Publication Date
- 2025-07-11
- Estimated Expiration
- 2034-08-12
AI Technical Summary
The temporary roads at existing construction sites mostly use cast-in-place concrete, which leads to waste of resources and environmental pollution. The existing prefabricated roads are prone to damage, complex and costly.
The rigid steel structure plate is adopted to form a simple prefabricated steel structure temporary road through nesting and splicing blocks and splicing grooves, which simplifies the construction process, improves turnover rate and reduces costs.
It has achieved rapid construction and high turnover rate with low cost, reducing transportation demand and resource waste, and reducing construction difficulty and cost.
Smart Images

Figure CN223088218U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of temporary roads in construction projects, in particular to a simple assembled steel structure temporary road for construction projects. Background Art
[0002] At present, temporary roads on construction sites are mostly cast in place concrete, which needs to be demolished later, resulting in waste of resources and construction waste, which creates an environmental burden. In addition, at different stages of construction, due to changes in site elevation or changes in the working surface during construction, the construction roads on the construction site must also change accordingly. During the project construction process, some roads need to be demolished. Using cast-in-place concrete roads is more inconvenient, wastes resources more seriously, and the project construction cost is higher. Therefore, controlling project costs and saving resources have become difficult problems that need to be overcome in construction.
[0003] Temporary roads at construction sites use prefabricated concrete components. Due to the large number of large-scale construction machinery on site, the roads are easily damaged. In addition, the fragility of concrete prefabricated road components leads to a low turnover rate, which in turn increases costs and reduces their applicability. In addition, the existing prefabricated road methods are relatively complex, and the factory prefabrication process is complicated, which increases production costs.
[0004] Therefore, it is necessary to provide a simple assembled steel structure temporary road for construction to solve the above problems. Utility Model Content
[0005] In order to overcome the shortcomings of the prior art, the utility model provides a simple assembled steel structure temporary road for construction. It adopts rigid steel structure plates, has a simple structure, is convenient to transport and construct, can slow down the damage rate of the temporary construction road, achieve a high turnover rate, and has a low cost.
[0006] The technical solution adopted by the utility model to solve its technical problems is:
[0007] A simple assembled steel structure temporary road for construction, comprising a middle plate, side plates and angle plates, wherein a plurality of the middle plates are nested and spliced with each other, the side plates are nested and spliced at the edges of the middle plates, the angle plates are clamped with the middle plates, and the angle plates are nested and spliced at the corners where the middle plates and side plates are connected.
[0008] As a further improvement of the above technical solution, the middle plate is arranged in a cube structure, and a splicing block 1 and a splicing groove 1 are respectively arranged in the middle of the four sides of the middle plate, and the splicing blocks 1 of two adjacent middle plates are nested and spliced in the splicing groove 1.
[0009] As a further improvement of the above technical solution, the splicing block 1 and the splicing groove 1 are both arranged in a T-shaped structure.
[0010] As a further improvement of the above technical solution, the side plates include side plate one and side plate two, and a splicing block two protrudes from the middle of one end of the side plate one, and a splicing groove two is recessed in the middle of one end of the side plate two. The splicing block two is clamped with the splicing groove one of one of the middle plates, and the splicing groove two is clamped with the splicing block one of one of the middle plates.
[0011] As a further improvement of the above technical solution, the lengths of the side plate one and the side plate two are both the same as the length of the middle plate, and the widths of the side plate one and the side plate two are both set to be half of the width of the middle plate.
[0012] As a further improvement of the above technical solution, the corner plates include corner plate one and corner plate two, and a splicing block three protrudes from the middle of one end of the corner plate one, and a splicing groove three is recessed in the middle of one end of the corner plate two. The splicing block three is clamped with the splicing groove one of one of the middle plates, and the splicing groove three is clamped with the splicing block one of one of the middle plates.
[0013] As a further improvement of the above technical solution, the lengths of the corner plate one and the corner plate two are both set to be 1.5 times the length of the middle plate, and the widths of the corner plate one and the corner plate two are both set to be half of the width of the middle plate.
[0014] As a further improvement of the above technical solution, the shapes and sizes of the splicing block two and the splicing block three are both the same as those of the splicing block one, and the shapes and sizes of the splicing groove two and the splicing groove three are both the same as those of the splicing groove one.
[0015] As a further improvement of the above technical solution, the middle plate, the side plates and the corner plates are all made of steel structure materials with a thickness of 100 mm.
[0016] The beneficial effects of the present utility model are as follows:
[0017] The present utility model quickly assembles by using the middle plate, side plates and corner plates made of steel structure, and uses the splicing blocks and splicing grooves of the steel structure plates themselves to be nested and spliced into a whole, reducing the construction difficulty and effectively improving the on-site construction speed; and the steel structure plates have great rigidity, which can slow down the damage speed of the temporary construction road, so as to achieve a high turnover rate and low cost; compared with the existing concrete prefabricated modules, the steel structure modules have a smaller thickness, and fewer vehicles are required for transportation of the same volume, reducing the transportation cost. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] The present utility model will be further described below with reference to the drawings and embodiments.
[0019] Figure 1 It is a schematic assembly structure diagram of the temporary road of the present utility model;
[0020] Figure 2It is a schematic structural diagram of the middle plate of the present utility model;
[0021] Figure 3 It is a schematic structural diagram of the first side plate of the present utility model;
[0022] Figure 4 It is a schematic structural diagram of the second side plate of the present utility model;
[0023] Figure 5 It is a schematic structural diagram of the first corner plate of the present utility model;
[0024] Figure 6 It is a schematic structural diagram of the second corner plate of the present utility model;
[0025] Reference numerals: 1, middle plate; 11, first splicing block; 12, first splicing groove; 2, side plate; 21, first side plate; 211, second splicing block; 22, second side plate; 221, second splicing groove; 3, corner plate; 31, first corner plate; 311, third splicing block; 32, second corner plate; 321, third splicing groove. Detailed implementation manners
[0026] The following will clearly and completely describe the concept, specific structure and technical effects generated by the present utility model in combination with the embodiments and the drawings, so as to fully understand the purpose, features and effects of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all embodiments. Based on the embodiments of the present utility model, other embodiments obtained by those skilled in the art without creative efforts shall fall within the scope of protection of the present utility model. In addition, all connection / connection relationships involved in the patent do not simply refer to the direct connection of components, but refer to the more optimal connection structure that can be formed by adding or reducing connection accessories according to the specific implementation situation. For example, fixed connection / fixed installation can select screw connection, bolt connection, pin connection, key connection, bonding, tenon and mortise connection, welding, riveting and other methods as needed. For example, detachable connection can select screw connection, bolt connection, threaded connection, snap connection, tenon and mortise connection, magic tape connection and other methods as needed. Each technical feature in the creation of the present utility model can be combined interactively without conflicting with each other.
[0027] Refer to Figure 1, A simple prefabricated steel structure temporary road for building construction, including a middle plate 1, side plates 2, and corner plates 3. In the embodiment, the blank areas in the figure are flower beds or other obstacles. The temporary road is set in the area around the flower bed or other obstacles where the road needs to be paved. A number of the middle plates 1 are nested and spliced together and limited and fixed in the middle of the temporary road. Then, the side plates 2 are nested and spliced at the edges of the middle plate 1. Taking the splicing structure of several middle plates 1 as the center and referring to the width of the temporary road in different project constructions, the side plates 2 are spliced on both the inner and outer sides of the middle plate. Finally, the corner plates 3 are snap-connected to the middle plate 1, and the corner plates 3 are nested and spliced at the corners where the middle plate 1 is connected to the side plates 2 to limit and fix the overall structure of the temporary road. It is spliced into a whole through the bite of its own structure, reducing the construction difficulty, improving the on-site construction speed, and indirectly reducing the cost. In addition, the middle plate 1, side plates 2, and corner plates 3 are all made of steel structure materials with a thickness of 100 mm. Compared with concrete prefabricated modules, the steel structure modules are small in volume, and fewer vehicles are required for transportation of the same volume, reducing the transportation cost. Moreover, the steel structure has a large stiffness, slowing down the damage speed of the temporary construction road, thus achieving a high turnover rate.
[0028] Referring to Figures 2 to 6 , In the embodiment of the present utility model, the middle plate 1 is arranged in a cube structure of 2m * 2m. The steel structure plate is small in volume, facilitating transportation and construction. Splicing blocks one 11 and splicing grooves one 12 are respectively arranged in the middle parts of the four sides of the middle plate 1. Specifically, splicing blocks one 11 are convexly arranged on two adjacent sides of the middle plate 1, and splicing grooves one 12 are concavely arranged on the other two sides. When nested and spliced, the splicing blocks one 11 of two adjacent middle plates 1 are nested and spliced in the splicing grooves one 12, and both the splicing blocks one 11 and the splicing grooves one 12 are arranged in a T-shaped structure. The bite connection is carried out by using the structural characteristics of the steel structure plate itself. Without additional fixing devices or complex construction steps, the rapid assembly and limitation of the steel structure plate can be realized, greatly simplifying the construction process, improving the on-site construction speed, and enhancing the stability and anti-deformation ability of the overall structure of the road by adopting this structure for connection, ensuring firm connection and easy disassembly.
[0029] Specifically, the side plate 2 includes a first side plate 21 and a second side plate 22. A second splicing block 211 protrudes from the middle of one end of the first side plate 21, and a second splicing groove 221 is recessed in the middle of one end of the second side plate 22. According to the requirements of on-site temporary road paving, the second splicing block 211 is snap-fitted into the first splicing groove 12 of one of the middle plates 1, and the second splicing groove 221 is snap-fitted into the first splicing block 11 of one of the middle plates 1. The corner plate 3 includes a first corner plate 31 and a second corner plate 32. A third splicing block 311 protrudes from the middle of one end of the first corner plate 31, and a third splicing groove 321 is recessed in the middle of one end of the second corner plate 32. In the embodiment, the corner plates 3 are mainly arranged at the four outer corners and four inner corners of the road. The third splicing block 311 is snap-fitted into the first splicing groove 12 of one of the middle plates 1, and the third splicing groove 321 is snap-fitted into the first splicing block 11 of one of the middle plates 1. The shapes and sizes of the second splicing block 211 and the third splicing block 311 are the same as those of the first splicing block 11, and the shapes and sizes of the second splicing groove 221 and the third splicing groove 321 are the same as those of the first splicing groove 12, so as to ensure that the middle plate 1, the side plate 2 and the corner plate 3 can be nested and spliced with each other.
[0030] Specifically, the lengths of the first side plate 21 and the second side plate 22 are the same as the length of the middle plate 1, so that the side plates 2 can be spliced one by one at the edges of the middle plate 1. The widths of the first side plate 21 and the second side plate 22 are both set to be half of the width of the middle plate 1. The lengths of the first corner plate 31 and the second corner plate 32 are both set to be 1.5 times the length of the middle plate 1, and they can be neatly spliced at the corners of the structure. The widths of the first corner plate 31 and the second corner plate 32 are both set to be half of the width of the middle plate 1. Standardizing the sizes of each steel structure plate facilitates large-scale production and rapid assembly, while improving the production speed and reducing the cost, so as to increase the market applicability. In addition, different specifications and functions of the plates can be customized according to actual needs, and the requirements of specific projects can be met according to different paving requirements.
[0031] The above is a specific description of the preferred embodiment of the present invention, but the present invention is not limited to the above embodiment. Those skilled in the art can make various equivalent deformations or substitutions without departing from the spirit of the present invention, and these equivalent deformations or substitutions are all included in the scope defined by the claims of this application.
Claims
1. A simple prefabricated steel structure temporary road for building construction, characterized in that: It includes a middle plate, side plates and corner plates. A number of the middle plates are nested and spliced with each other. The side plates are nested and spliced at the edges of the middle plates. The corner plates are clamped with the middle plates, and the corner plates are nested and spliced at the corners where the middle plates are connected to the side plates.
2. The simple prefabricated steel structure temporary road for building construction according to claim 1, wherein: The middle plate is arranged in a cube structure. Splicing blocks one and splicing grooves one are respectively arranged in the middle parts of the four sides of the middle plate, and the splicing blocks one of two adjacent middle plates are nested and spliced in the splicing grooves one.
3. The simple prefabricated steel structure temporary road for building construction according to claim 2, characterized in that: Both the splicing block one and the splicing groove one are arranged in a T-shaped structure.
4. The simple prefabricated steel structure temporary road for building construction according to claim 2, characterized in that: The side plates include side plate one and side plate two. A splicing block two protrudes from the middle of one end of the side plate one, and a splicing groove two is recessed in the middle of one end of the side plate two. The splicing block two is clamped with the splicing groove one of one of the middle plates, and the splicing groove two is clamped with the splicing block one of one of the middle plates.
5. The simple prefabricated steel structure temporary road for building construction according to claim 4, wherein: The lengths of the side plate one and the side plate two are the same as the length of the middle plate, and the widths of the side plate one and the side plate two are both set to be half of the width of the middle plate.
6. The simple prefabricated steel structure temporary road for building construction according to claim 4, characterized in that: The corner plates include corner plate one and corner plate two. A splicing block three protrudes from the middle of one end of the corner plate one, and a splicing groove three is recessed in the middle of one end of the corner plate two. The splicing block three is clamped with the splicing groove one of one of the middle plates, and the splicing groove three is clamped with the splicing block one of one of the middle plates.
7. A simple prefabricated steel structure temporary road for building construction according to claim 6, characterized in that: The lengths of the corner plate one and the corner plate two are both set to be 1.5 times the length of the middle plate, and the widths of the corner plate one and the corner plate two are both set to be half of the width of the middle plate.
8. The simple prefabricated steel structure temporary road for building construction according to claim 6, characterized in that: The shapes and sizes of the splicing block two and the splicing block three are the same as those of the splicing block one, and the shapes and sizes of the splicing groove two and the splicing groove three are the same as those of the splicing groove one.
9. The simple prefabricated steel structure temporary road for building construction according to claim 1, characterized in that: The middle plates, side plates and corner plates are all made of steel structure material with a thickness of 100 mm.