CN220225413U - Prefabricated bearing platform plate - Google Patents
Prefabricated bearing platform plate Download PDFInfo
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- CN220225413U CN220225413U CN202321534203.XU CN202321534203U CN220225413U CN 220225413 U CN220225413 U CN 220225413U CN 202321534203 U CN202321534203 U CN 202321534203U CN 220225413 U CN220225413 U CN 220225413U
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- bearing plate
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 238000009434 installation Methods 0.000 abstract description 6
- 239000004568 cement Substances 0.000 abstract description 3
- 230000002093 peripheral effect Effects 0.000 abstract description 3
- 230000002035 prolonged effect Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of bearing plates, in particular to a prefabricated bearing plate which comprises a steel plate layer with a square structure, wherein a pile hole is formed in the middle of the steel plate layer; the concrete layer is poured on the outer side of the steel plate layer, open slots are formed in the side walls around the concrete layer, lifting lugs are uniformly arranged in the open slots along the length direction, and the lower ends of the lifting lugs are welded on the side walls of the steel plate layer. The prefabricated bearing plate adopts the effective combination of a steel structure and cement concrete, so that the compressive strength of the whole bearing plate is improved, the service life is prolonged, and the stability and safety of a building are ensured; the movable loading efficiency of the bearing plate can be remarkably improved by arranging the hanging plates at the peripheral edges, the installation efficiency is improved, and the movable loading device is convenient to widely popularize and use.
Description
Technical Field
The utility model relates to the technical field of bearing plates, in particular to a prefabricated bearing plate.
Background
With the continuous progress of society, the construction industry has rapidly developed. In the construction industry, prefabricated components are often used, with prefabricated deck panels being an important component. The bearing plate is a flat plate connected to the ground beam and is usually connected with the ground pile, so that on one hand, the auxiliary support of the ground pile can be realized, and on the other hand, the stress area of the ground pile can be increased, and the damage of pressure intensity to the foundation can be reduced. The existing prefabricated bearing plate is of a common flat plate-shaped structure, and the following defects exist in the actual use process: 1. the long-time use can lead to the phenomenon of crack cracking due to the compressive stress at the upper end, so that the phenomenon of early failure occurs, and great potential safety hazard is brought to the whole building; 2. the volume is huge, and the removal transport can consume very big manpower and material resources, brings inconvenience for people's whole installation and use.
Disclosure of Invention
The utility model aims to solve the technical problems that: in order to solve the problems in the background technology, the prefabricated bearing plate adopts the effective combination of a steel structure and cement concrete, so that the compressive strength of the integral bearing plate is improved, the service life is prolonged, and the stability and safety of a building are ensured; the movable loading efficiency of the bearing plate can be remarkably improved by arranging the hanging plates at the peripheral edges, the installation efficiency is improved, and the movable loading device is convenient to widely popularize and use.
The technical scheme adopted for solving the technical problems is as follows: the prefabricated bearing plate comprises a steel plate layer with a square structure, wherein a pile hole is formed in the middle of the steel plate layer; the concrete layer is poured on the outer side of the steel plate layer, open slots are formed in the side walls around the concrete layer, lifting lugs are uniformly arranged in the open slots along the length direction, and the lower ends of the lifting lugs are welded on the side walls of the steel plate layer.
Further limited, in the above technical scheme, the two side walls of the steel plate layer are uniformly provided with the convex blocks, and the convex blocks are buried after the concrete layer is poured.
Further limited, in the above technical scheme, a lifting hole is formed in the lifting lug.
Further defined, in the above technical solution, the thickness of the steel plate layer is 10-15mm.
Further limited, in the above technical solution, the thickness of the concrete layer is 30-50mm.
Further limited, in the above technical solution, the height of the concrete layer is 20-30mm higher than the top of the bump.
The beneficial effects of the utility model are as follows: according to the prefabricated bearing plate, the steel structure is effectively combined with the cement concrete, so that the compressive strength of the integral bearing plate is improved, the service life is prolonged, and the stability and safety of a building are ensured; the movable loading efficiency of the bearing plate can be remarkably improved by arranging the hanging plates at the peripheral edges, the installation efficiency is improved, and the movable loading device is convenient to widely popularize and use.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present application, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic side elevational view of FIG. 1;
FIG. 3 is a schematic view of the installation of the open slot and the hanger plate.
The reference numerals in the drawings are: 1. steel plate layer, 2, pile hole, 3, concrete layer, 4, open slot, 5, lifting lug, 6, lug, 7, lifting hole.
Detailed Description
In order to make the technical problems, technical schemes and beneficial effects solved by the utility model more clear, the utility model is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
Referring to fig. 1, 2 and 3, a prefabricated bearing plate comprises a steel plate layer 1 with a square structure, wherein a pile hole 2 is formed in the middle of the steel plate layer 1; the concrete layer 3 is poured on the outside of the steel plate layer 1, open slots 4 are formed in the side walls of the periphery of the concrete layer 3, lifting lugs 5 are uniformly arranged in the open slots 4 along the length direction, and the lower ends of the lifting lugs 5 are welded and arranged on the side walls of the steel plate layer 1.
Wherein, evenly set up lug 6 on the both sides wall of steel sheet layer 1, concrete layer 3 pouring back is buried lug 6. Lifting holes 7 are formed in the lifting lugs 5. The thickness of the steel plate layer 1 is 10-15mm. The thickness of the concrete layer 2 is 30-50mm. The concrete layer 2 is 20-30mm higher than the top of the bump 6.
The production principle of the prefabricated bearing plate is as follows:
firstly, operators can select a steel plate layer 1 with proper thickness according to actual use requirements, then the two side walls of the steel plate layer 1 are uniformly welded with convex blocks 6, sleeves are placed in the pile holes 2 to be separated, and then the whole is used as a core to perform pouring of the outer side wall, so that the steel plate layer 1 and the convex blocks 6 are completely wrapped by the concrete layer 3; the pouring of the open slot 4 is realized through the arrangement of the baffle strips on the side walls around in the pouring process; and finally demolding.
Compared with the traditional bearing plate, the bearing plate has the following advantages: the structure strength is high, compressive strength is obviously promoted, and the whole quick assembly and transportation of can be convenient for through the design of hoist and mount ear 5, realizes quick installation and fixation.
The foregoing description is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical solution of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (6)
1. A prefabricated deck, characterized by: the pile comprises a steel plate layer with a square structure, wherein a pile hole is formed in the middle of the steel plate layer; the concrete layer is poured on the outer side of the steel plate layer, open slots are formed in the side walls around the concrete layer, lifting lugs are uniformly arranged in the open slots along the length direction, and the lower ends of the lifting lugs are welded on the side walls of the steel plate layer.
2. A prefabricated deck according to claim 1, characterized in that: the two side walls of the steel plate layer are uniformly provided with the convex blocks, and the convex blocks are buried after the concrete layer is poured.
3. A prefabricated deck according to claim 1, characterized in that: and the lifting lugs are provided with lifting holes.
4. A prefabricated deck according to claim 1, characterized in that: the thickness of the steel plate layer is 10-15mm.
5. A prefabricated deck according to claim 1, characterized in that: the thickness of the concrete layer is 30-50mm.
6. A prefabricated deck according to claim 1, characterized in that: the height of the concrete layer is 20-30mm higher than the top of the convex block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321534203.XU CN220225413U (en) | 2023-06-15 | 2023-06-15 | Prefabricated bearing platform plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321534203.XU CN220225413U (en) | 2023-06-15 | 2023-06-15 | Prefabricated bearing platform plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220225413U true CN220225413U (en) | 2023-12-22 |
Family
ID=89187473
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321534203.XU Active CN220225413U (en) | 2023-06-15 | 2023-06-15 | Prefabricated bearing platform plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220225413U (en) |
-
2023
- 2023-06-15 CN CN202321534203.XU patent/CN220225413U/en active Active
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