CN218322309U - Corrugated steel web for bridge - Google Patents
Corrugated steel web for bridge Download PDFInfo
- Publication number
- CN218322309U CN218322309U CN202221751478.4U CN202221751478U CN218322309U CN 218322309 U CN218322309 U CN 218322309U CN 202221751478 U CN202221751478 U CN 202221751478U CN 218322309 U CN218322309 U CN 218322309U
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- wave form
- corrugated steel
- plate
- steel sheet
- gusset plate
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Abstract
The utility model provides a wave form steel web for bridge relates to wave form web technical field, and this wave form steel web for bridge includes the wave form steel sheet, the top of wave form steel sheet and the both sides of bottom all are provided with the gusset plate, be provided with between the gusset plate and be used for cliping the wave form steel sheet and make the gusset plate of both sides keep the fixed subassembly of distance, the fixed subassembly includes the sleeve pipe of fixed connection on the gusset plate, the through-hole has been seted up on the wave form steel sheet, the fixed subassembly still includes the coupling assembling that is used for inserting sleeve pipe and through-hole and connects the gusset plate of both sides, the length of sleeve pipe equals the distance between wave form steel sheet crest and the trough, the coupling assembling includes the bolt that can insert in sleeve pipe and through-hole and the nut that adapts with the bolt, set up on the bolt along its axis direction and be used for inserting the jack of reinforcing bar; the corrugated steel plate is clamped by the reinforcing plates on two sides through the fixing assembly, so that the corrugated steel plate is not easy to deform during pouring.
Description
Technical Field
The utility model relates to a wave form web technical field specifically is a wave form steel web for bridge.
Background
At present, along with the more and more extensive wave form steel usage, the web of traditional PC case roof beam is gradually replaced with the wave form steel sheet, adopts the wave form steel web can alleviate the dead weight of PC case roof beam greatly, improves the atress situation of the roof beam body, and material saving can reduce the engineering volume of substructure simultaneously to reduce engineering cost.
However, the corrugated steel web plate for the existing bridge usually adopts a steel-concrete structure, but the corrugated steel web plate is inconvenient to position during pouring, is easy to topple and is easy to deform.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a wave form steel web for bridge aims at solving the wave form steel web among the prior art and uses the steel-concrete structure usually, but inconvenient location when pouring, takes place to empty the problem that can warp easily.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the corrugated steel web for the bridge comprises corrugated steel plates, reinforcing plates are arranged on the top ends and the bottom ends of the corrugated steel plates, and fixing assemblies used for clamping the corrugated steel plates and enabling the reinforcing plates on the two sides to keep a distance are arranged between the reinforcing plates.
The utility model discloses a further technical scheme does, fixed subassembly includes that fixed connection overlaps the pipe on the gusset plate, the through-hole has been seted up on the wave form steel sheet, fixed subassembly is still including the coupling assembling that is used for insert sleeve pipe and through-hole and connects both sides gusset plate.
The utility model discloses a further technical scheme does, sheathed tube length equals the distance between wave form steel sheet crest and the trough.
The utility model discloses a further technical scheme does, coupling assembling including can insert the sleeve pipe and the through-hole in the bolt and with the nut of bolt looks adaptation.
The utility model discloses a further technical scheme does, set up the jack that is used for inserting the reinforcing bar along its axis direction on the bolt.
The utility model discloses a further technical scheme does, the shape of gusset plate cross section is L shape.
The utility model discloses a further technical scheme does, and the gusset plate top surface that is located the top is in on the same plane with the top of wave form steel sheet, and the gusset plate bottom surface that is located the bottom is in on the same plane with the bottom of wave form steel sheet.
The utility model discloses a further technical scheme does, the middle part welding of wave form steel sheet has the strengthening rib.
The beneficial effects of the utility model are that:
the utility model discloses during the use, the gusset plate that makes both sides through fixed subassembly cliies the wave form steel sheet, from being difficult to warp when pouring.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
Fig. 2 is a schematic structural diagram of another view angle according to an embodiment of the present invention.
Fig. 3 is a schematic structural diagram of a reinforcing plate according to an embodiment of the present invention.
In the figure: 1. a corrugated steel plate; 2. a reinforcing plate; 3. a sleeve; 4. a bolt; 5. a nut; 6. and (5) reinforcing ribs.
Detailed Description
The following description will further describe embodiments of the present invention with reference to the accompanying drawings.
As shown in fig. 1 to 3, a corrugated steel web for a bridge comprises a corrugated steel plate 1, reinforcing plates 2 are arranged on both sides of the top end and the bottom end of the corrugated steel plate 1, and fixing assemblies for clamping the corrugated steel plate 1 and keeping the reinforcing plates 2 on both sides at a distance are arranged between the reinforcing plates 2.
In this embodiment, the corrugated steel plate 1 is sandwiched by the reinforcing plates 2 on both sides by the fixing member, so that the corrugated steel plate is not easily deformed at the time of casting.
Specifically, fixed subassembly includes that fixed connection has seted up the through-hole at 2 upper casing pipes 3 of gusset plate, corrugated steel plate 1, and fixed subassembly is still including being used for inserting sleeve pipe 3 and through-hole and connecting the coupling assembling of both sides gusset plate 2.
Preferably, the length of the sleeve 3 is equal to the distance between the wave crest and the wave trough of the corrugated steel plate 1.
Specifically, the connecting assembly includes a bolt 4 insertable into the sleeve 3 and the through hole, and a nut 5 fitted to the bolt 4.
Further, the bolt 4 is provided with a jack used for inserting the steel bar along the axis direction, so that the steel bar can be conveniently inserted and further fixed.
Preferably, the reinforcing plate 2 has an L-shaped cross section.
Preferably, the top surface of the reinforcing plate 2 at the top end and the top end of the corrugated steel plate 1 are on the same plane, and the bottom surface of the reinforcing plate 2 at the bottom end and the bottom end of the corrugated steel plate 1 are on the same plane.
Further, a reinforcing rib 6 is welded in the middle of the corrugated steel plate 1.
In the description of the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood as a specific case by those skilled in the art.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (7)
1. The utility model provides a wave form steel web for bridge, its characterized in that, includes wave form steel sheet (1), the top of wave form steel sheet (1) and the both sides of bottom all are provided with gusset plate (2), be provided with between gusset plate (2) and be used for cliping wave form steel sheet (1) and make gusset plate (2) of both sides keep the fixed subassembly of distance, fixed subassembly includes sleeve pipe (3) on fixed connection gusset plate (2), the through-hole has been seted up on wave form steel sheet (1), fixed subassembly is still including the coupling assembling that is used for insert sleeve pipe (3) and through-hole and connects both sides gusset plate (2).
2. The corrugated steel web for bridges according to claim 1, wherein the length of the sleeve (3) is equal to the distance between the wave crests and the wave troughs of the corrugated steel sheet (1).
3. The corrugated steel web for bridges according to claim 1, wherein the connection assembly comprises a bolt (4) insertable into the sleeve (3) and the through hole and a nut (5) adapted to the bolt (4).
4. The corrugated steel web for bridges according to claim 3, wherein the bolt (4) is provided with an insertion hole for inserting a steel bar along the axial direction.
5. The corrugated steel web for bridges according to claim 1, wherein the cross-section of the reinforcing plate (2) has an L-shape.
6. The corrugated steel web for bridges according to claim 5, wherein the top surface of the reinforcing plate (2) at the top end is located on the same plane as the top end of the corrugated steel plate (1), and the bottom surface of the reinforcing plate (2) at the bottom end is located on the same plane as the bottom end of the corrugated steel plate (1).
7. The corrugated steel web for bridges according to any one of claims 1 to 6, wherein reinforcing ribs (6) are welded to the middle of the corrugated steel plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221751478.4U CN218322309U (en) | 2022-07-08 | 2022-07-08 | Corrugated steel web for bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221751478.4U CN218322309U (en) | 2022-07-08 | 2022-07-08 | Corrugated steel web for bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218322309U true CN218322309U (en) | 2023-01-17 |
Family
ID=84869861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221751478.4U Active CN218322309U (en) | 2022-07-08 | 2022-07-08 | Corrugated steel web for bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218322309U (en) |
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2022
- 2022-07-08 CN CN202221751478.4U patent/CN218322309U/en active Active
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