CN211993513U - Steel bench for beam slab prefabricating field - Google Patents
Steel bench for beam slab prefabricating field Download PDFInfo
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- CN211993513U CN211993513U CN202020080869.2U CN202020080869U CN211993513U CN 211993513 U CN211993513 U CN 211993513U CN 202020080869 U CN202020080869 U CN 202020080869U CN 211993513 U CN211993513 U CN 211993513U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 120
- 239000010959 steel Substances 0.000 title claims abstract description 120
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 19
- 238000005728 strengthening Methods 0.000 claims description 12
- 238000009434 installation Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 11
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- 239000002689 soil Substances 0.000 abstract description 2
- 238000009417 prefabrication Methods 0.000 description 5
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 4
- 230000008901 benefit Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
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Abstract
The utility model discloses a beam slab precast yard steel platform, which comprises a plurality of splicing steel platforms, wherein each steel platform comprises a steel frame, a plurality of transverse reinforcing ribs are arranged in the steel frame along the width direction at equal intervals, and a vertical reinforcing rib is arranged along the length direction; the vertical reinforcing rib runs through the transverse reinforcing rib to support the transverse reinforcing rib, mounting screw holes are formed in the two end faces of the steel frame, and the fixing screws of the mounting screw holes are used for adjusting the length of the steel pedestal. The utility model discloses simple structure, simple to operate installs promptly and uses promptly. The utility model discloses accessible is assembled and is adjusted pedestal length or width, satisfies the beam slab production of different roof beam lengths, beam width. The utility model discloses a but steel construction reutilization, practice thrift the cost and environmental protection more. The utility model discloses a steel platform is compared in traditional concrete platform and takes up an area of fewly in the construction of field station, and soil, material resource utilization are rateed highly.
Description
Technical Field
The utility model relates to a prefabricated technical field of beam slab production especially relates to a beam slab prefabrication field steel platform seat.
Background
In recent years, with the rapid development of infrastructure projects such as roads, railways and the like in China, bridge engineering construction is driven to be more and more, and the demand of precast beam slabs is increased. The beam and slab prefabrication work usually requires a construction unit to construct a prefabrication yard for prefabrication. The traditional method of pedestal adopts the steel-concrete structure, and this structure is showing the characteristics and can't change the size for the preparation completion back, combines the beam slab prefabrication work required pedestal to be according to the characteristics of the beam slab size customization of this engineering, and after this engineering completion, the pedestal does not have the possibility of reutilization, and just discarded pedestal still need to abolish and become building rubbish. The defects of high cost, low efficiency, no secondary utilization rate, complex construction and environmental pollution are not matched with the current concept of green construction. Compared with the traditional concrete pedestal, the steel pedestal has obvious advantages in the aspects of engineering assembly, economy and green construction.
Based on this, the beam slab precast yard steel pedestal that simple structure, simple to operate and can assemble the regulation is now urgently needed.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a simple structure, simple to operate can assemble the precast yard steel pedestal of roof beam slab of adjusting is provided.
The utility model discloses a following technical scheme solves above-mentioned technical problem:
a beam slab precast yard steel platform comprises a plurality of splicing steel platforms, each steel platform comprises a steel frame, a plurality of transverse reinforcing ribs are arranged in the steel frame at equal intervals along the width direction, and a vertical reinforcing rib is arranged along the length direction; the vertical reinforcing rib runs through the transverse reinforcing rib to support the transverse reinforcing rib, mounting screw holes are formed in the two end faces of the steel frame, and the fixing screws of the mounting screw holes are used for adjusting the length of the steel pedestal.
As one of the preferred modes of the utility model, still include the steel connecting plate, the concatenation of two adjacent steel pedestal when the steel connecting plate is used for length adjustment.
As one of the preferable modes of the utility model, one side of the steel connecting plate is provided with a mounting hole matched with the mounting screw hole, and the steel connecting plate is fixed with the end surface of the steel frame on one side through the mounting screw of the mounting hole; and the other surface of the steel connecting plate is welded on the corresponding mounting end surface of the steel frame on the other side.
As one of the preferred modes of the utility model, steel frame both sides face all is equipped with horizontal mounting hole, through horizontal mounting hole increases the intensity of horizontal strengthening rib in order to improve the steel rack temporarily.
As one of the preferable modes of the present invention, the transverse mounting hole is provided with a plurality of staggered with the transverse reinforcing rib.
As one of the preferred modes of the utility model, the bottom of steel frame still is equipped with a plurality of backing plates, the roughness when the backing plate is used for adjusting steel platform length is adjusted.
As one of the preferred modes of the utility model, still include the steel bar pile, the steel bar pile is used for preventing that the steel pedestal side from moving in the both sides of steel pedestal for a plurality of installation.
As one of the preferred modes of the utility model, the side of steel frame still is equipped with the mounting hole, can adjust the width of steel platform through mounting hole installation steel rack.
The utility model discloses compare prior art's advantage and lie in: the utility model discloses simple structure, simple to operate installs promptly and uses promptly. The utility model discloses accessible is assembled and is adjusted pedestal length or width, satisfies the beam slab production of different roof beam lengths, beam width. The utility model discloses a but steel construction reutilization, practice thrift the cost and environmental protection more. The utility model discloses a steel platform is compared in traditional concrete platform and takes up an area of fewly in the construction of field station, and soil, material resource utilization are rateed highly.
Drawings
FIG. 1 is a front view of a steel frame in an embodiment;
FIG. 2 is a side view of the steel frame in the first embodiment;
FIG. 3 is a schematic side view of the steel frame in the example;
FIG. 4 is a first schematic end view of the steel frame in the example;
FIG. 5 is a schematic diagram of the end face structure of the steel frame in the example II.
Detailed Description
The embodiments of the present invention will be described in detail below, and the present embodiment is implemented on the premise of the technical solution of the present invention, and a detailed implementation manner and a specific operation process are given, but the scope of the present invention is not limited to the following embodiments.
Example 1
As shown in fig. 1-5, the beam slab precast yard steel platform of the embodiment includes a plurality of steel platforms that can be spliced, each of the steel platforms includes a steel frame 1, a plurality of transverse reinforcing ribs 2 are arranged in the steel frame 1 at equal intervals along the width direction, and a vertical reinforcing rib 3 is arranged along the length direction; vertical strengthening rib 3 runs through above-mentioned horizontal strengthening rib 2 and forms the support to it, the both ends face of steel frame 1 all is equipped with installation screw 4, through 4 set screws of installation screw are adjusted the length of steel pedestal.
The pedestal length is adjusted in assembling to this embodiment accessible, satisfies the beam slab production of different beam lengths. The steel construction of this embodiment is dismantled and assembled carries out the reutilization, practices thrift the cost and environmental protection more. Compared with the traditional concrete platform, the steel platform of the embodiment occupies less land in the construction of the station, and has high utilization rate of land and material resources.
In a specific example, the steel frame further comprises a steel connecting plate (not shown), the steel connecting plate is used for splicing two adjacent steel pedestals during length adjustment, one surface of the steel connecting plate is provided with a mounting hole matched with the mounting screw hole 4, and the steel connecting plate is fixed with the end surface of the steel frame 1 on one side through a mounting screw of the mounting hole; the other side of the steel connecting plate is welded on the corresponding mounting end face of the steel frame 1 on the other side.
The steel connecting plate that passes through of this embodiment connects, convenient to detach, and in addition, the another side of steel connecting plate welds, increases its joint strength, and this embodiment mounting structure is simple, and simple to operate can adorn promptly and use.
In a specific example, 1 both sides face of steel frame all is equipped with horizontal mounting hole 5, through horizontal mounting hole 5 increases horizontal strengthening rib 2 in order to improve the intensity of steel rack temporarily, horizontal mounting hole 5 is equipped with a plurality of and misplaces each other with horizontal strengthening rib 2, the side of steel frame 1 still is equipped with two vertical mounting holes 6, through vertical mounting hole 6 inserts vertical strengthening rib 3 and is used for strengthening the support of horizontal strengthening rib 2.
It should be noted that, this embodiment can carry out temporarily increasing horizontal strengthening rib and vertical strengthening rib according to actual conditions through horizontal mounting hole, vertical mounting hole, improves the intensity of steel pedestal, and application scope is wide.
In a specific example, the bottom of steel frame 1 still is equipped with a plurality of backing plates 7, roughness when backing plates 7 are used for adjusting steel platform seat length is adjusted still includes steel bar pile 8, steel bar pile 8 is installed in the both sides of steel platform seat for a plurality of and is used for preventing that the steel platform seat side from moving.
In concrete the realization, when the steel platform of this embodiment was adjusted longer length or when the ground unevenness, inevitably with appear that the steel platform unevenness rocks easily, consequently be equipped with a plurality of backing plates in the bottom of steel frame and carry out the roughness and adjust, insert a plurality of steel bar piles in steel platform both sides in addition and can effectively prevent to control and rock.
In a specific example, a panel 9 is installed at the top of the steel frame 1, the panel 9 is L-shaped, a connecting plate 901 is arranged on the side surface of the panel 9, the connecting plate 901 is fixed on the end surface of the steel frame 1, and the middle and the bottom of the connecting plate 901 are further connected with a reinforcing plate 902 and a first backing plate 903 respectively.
The connecting plate of this embodiment improves stability and the intensity of being connected through the reinforcing plate and the backing plate of side.
It should be noted that, the steel frame 1 of this embodiment may further have a mounting hole (not shown) on a side surface thereof, and the width of the steel base may be adjusted by mounting the steel frame through the mounting hole.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (8)
1. The beam slab precast yard steel platform is characterized by comprising a plurality of splicing steel platforms, wherein each steel platform comprises a steel frame (1), a plurality of transverse reinforcing ribs (2) are arranged in the steel frame (1) at equal intervals along the width direction, and a vertical reinforcing rib (3) is arranged along the length direction; vertical strengthening rib (3) run through above-mentioned horizontal strengthening rib (2) and form the support to it, the both ends face of steel frame (1) all is equipped with installation screw (4), through installation screw (4) set screw is adjusted the length of steel pedestal.
2. The beam slab precast yard steel deck as claimed in claim 1, further comprising a steel connecting plate for splicing two adjacent steel decks when adjusting the length.
3. The beam-slab precast yard steel platform according to claim 2, characterized in that one side of the steel connecting plate is provided with mounting holes matched with the mounting screw holes (4), and the steel connecting plate is fixed with the end face of the steel frame (1) on one side through mounting screws of the mounting holes; the other side of the steel connecting plate is welded on the corresponding mounting end face of the steel frame (1) on the other side.
4. The beam-slab precast yard steel platform according to claim 1, characterized in that both sides of the steel frame (1) are provided with transverse mounting holes (5), and the strength of the steel platform is improved by temporarily adding transverse reinforcing bars (2) in the transverse mounting holes (5).
5. The beam-slab precast yard steel platform according to claim 4, characterized in that the transverse mounting holes (5) are provided with a plurality of mutually dislocated transverse reinforcing bars (2).
6. The beam-slab precast yard steel platform according to claim 1, characterized in that the bottom of the steel frame (1) is further provided with a plurality of backing plates (7), and the backing plates (7) are used for adjusting the flatness of the steel platform during the length adjustment.
7. The beam-slab precast yard steel deck according to claim 1, further comprising steel bar piles (8), wherein the steel bar piles (8) are installed at both sides of the steel deck for preventing the steel deck from moving sideways.
8. The beam-slab precast yard steel platform according to claim 1, characterized in that the steel frame (1) is further provided with mounting holes on its side through which the steel platform can be mounted to adjust the width of the steel platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020080869.2U CN211993513U (en) | 2020-01-13 | 2020-01-13 | Steel bench for beam slab prefabricating field |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020080869.2U CN211993513U (en) | 2020-01-13 | 2020-01-13 | Steel bench for beam slab prefabricating field |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211993513U true CN211993513U (en) | 2020-11-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020080869.2U Expired - Fee Related CN211993513U (en) | 2020-01-13 | 2020-01-13 | Steel bench for beam slab prefabricating field |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211993513U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112976297A (en) * | 2021-02-08 | 2021-06-18 | 中交路桥建设有限公司 | Remanufacturing method of T-beam prefabricated pedestal |
| CN114274344A (en) * | 2021-12-16 | 2022-04-05 | 山西路桥第七工程有限公司 | Prefabricated beam modularization steel base with adjustable length |
-
2020
- 2020-01-13 CN CN202020080869.2U patent/CN211993513U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112976297A (en) * | 2021-02-08 | 2021-06-18 | 中交路桥建设有限公司 | Remanufacturing method of T-beam prefabricated pedestal |
| CN114274344A (en) * | 2021-12-16 | 2022-04-05 | 山西路桥第七工程有限公司 | Prefabricated beam modularization steel base with adjustable length |
| CN114274344B (en) * | 2021-12-16 | 2023-10-27 | 山西路桥第七工程有限公司 | Prefabricated beam modularized steel base with adjustable length |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201124 |
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| CF01 | Termination of patent right due to non-payment of annual fee |