CN217325016U - Movable reinforcement protection canopy - Google Patents
Movable reinforcement protection canopy Download PDFInfo
- Publication number
- CN217325016U CN217325016U CN202220722048.3U CN202220722048U CN217325016U CN 217325016 U CN217325016 U CN 217325016U CN 202220722048 U CN202220722048 U CN 202220722048U CN 217325016 U CN217325016 U CN 217325016U
- Authority
- CN
- China
- Prior art keywords
- longeron
- reinforcement
- welded
- constant distance
- protection canopy
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model relates to a movable reinforcement protection canopy, including two longerons down, longeron bottom every constant distance sets up an electronic walking wheel, and a top surface every constant distance welds a stand, welds one between the stand upper end on the every longeron down and goes up the longeron, and two are gone up every constant distance between the longeron and weld a crossbeam, weld many and the parallel distribution roof beam of last longeron on the crossbeam, set up the roof on the distribution roof beam. After the reinforcement cage is bound, the protective shed can be integrally moved along the rail, so that the reinforcement cage is convenient to lift, and the method is particularly suitable for binding the reinforcement of large-scale structures such as large-tonnage whole-hole prefabricated box girders.
Description
Technical Field
The utility model belongs to the technical field of the bridge construction, a movable reinforcement protection canopy is related to.
Background
In the bridge construction process, a plurality of steel reinforcement frameworks with concrete structures are integrally hoisted after being bound and formed on a jig frame. In order to avoid the influence of weather factors on reinforcement construction, a reinforcement jig is usually arranged in a fixed protective shed, and a crane is adopted to move out of the shed after reinforcement is finished. However, for a large-scale structure, such as a large-tonnage whole-hole prefabricated box girder, the steel reinforcement framework structure is huge, a gantry crane is needed to be adopted for hoisting after binding is completed, but the gantry crane cannot be adopted due to blocking of a protective shed roof, so that steel reinforcement binding can only be performed in open-air construction, the construction progress can be influenced by rain and snow weather, and the steel reinforcement framework is easily corroded by rainwater, so that the construction quality of a bridge is influenced.
Disclosure of Invention
The utility model aims at the above-mentioned problem, a movable reinforcement protection canopy is provided, the reinforcing bar can remove protection canopy after the ligature is accomplished in the canopy, the reinforcing bar hoist and mount of being convenient for.
The technical scheme of the utility model as follows:
the utility model provides a movable reinforcement protection canopy, its characterized in that: the electric walking wheel comprises two lower longitudinal beams which are arranged in parallel and have a certain distance, an electric walking wheel is arranged at the bottom of each lower longitudinal beam at a certain distance, a vertical column is welded on the top surface of each lower longitudinal beam at a certain distance, an upper longitudinal beam is welded between the upper ends of the vertical columns on each lower longitudinal beam, a cross beam is welded between the two upper longitudinal beams at a certain distance, a plurality of distribution beams parallel to the upper longitudinal beams are welded on the cross beam, and a top plate is erected on the distribution beams.
The utility model can provide protection for the binding of the steel bars and avoid the influence of weather; after the steel bars are bound, the protective shed can be integrally moved along the track, so that the steel bar framework can be conveniently lifted. The method is particularly suitable for binding the steel bars of large-scale structures such as large-tonnage whole-hole prefabricated box girders.
Drawings
Fig. 1 is a schematic view of the lateral structure of the present invention;
fig. 2 is a schematic side view of the present invention.
Detailed Description
As shown in fig. 1 and 2, the utility model discloses a two parallel arrangement and have the uniform spacing longeron 1, every longeron bottom sets up an electric walking wheel 2 at the uniform spacing down, every longeron top surface welds a stand 3 at the uniform spacing down, welds longeron 4 between the stand upper end on every longeron down, welds a crossbeam 5 at the uniform spacing between two last longerons, and the parallel distribution roof beam 6 of longeron is gone up to equidistance welding many on the crossbeam, sets up roof 7 on the distribution roof beam.
The utility model discloses during the implementation, crossbeam 7 can adopt the truss piece to increase the holding surface area of crossbeam.
The crossbeam can set up to middle height, both ends low arch structure, avoids the rainwater to collect at the shed roof.
The utility model discloses during the concrete implementation, the roof adopts various steel sheet, passes through the bolt fastening with the distributive aspect.
The utility model discloses when using, the electric walking wheel of two longeron bottoms supports on two guide rails 8 and can follow the guide rail walking. The guide rail can be directly a gantry crane guide rail on a construction site, so that the cost is saved. After the steel bar frameworks are bound in the shed, the whole protection shed is moved away, and the protection shed is moved back to the original position after the steel bar frameworks are moved away.
Claims (3)
1. The utility model provides a movable reinforcement protection canopy, its characterized in that: the electric walking wheel comprises two parallel lower longitudinal beams which are arranged at a certain interval, an electric walking wheel is arranged at the bottom of each lower longitudinal beam at a certain interval, a stand column is welded on the top surface of each lower longitudinal beam at a certain interval, an upper longitudinal beam is welded between the upper ends of the stand columns on each lower longitudinal beam, a cross beam is welded between the two upper longitudinal beams at a certain interval, a plurality of distribution beams parallel to the upper longitudinal beams are welded on the cross beam, and a top plate is erected on the distribution beams.
2. The movable reinforcement bar binding protection shed according to claim 1, characterized in that: the cross beam adopts a truss sheet.
3. The movable reinforcement bar binding protection shed according to claim 1, characterized in that: the beam is of an arch structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220722048.3U CN217325016U (en) | 2022-03-28 | 2022-03-28 | Movable reinforcement protection canopy |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220722048.3U CN217325016U (en) | 2022-03-28 | 2022-03-28 | Movable reinforcement protection canopy |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217325016U true CN217325016U (en) | 2022-08-30 |
Family
ID=83002704
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220722048.3U Active CN217325016U (en) | 2022-03-28 | 2022-03-28 | Movable reinforcement protection canopy |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217325016U (en) |
-
2022
- 2022-03-28 CN CN202220722048.3U patent/CN217325016U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP5047680B2 (en) | Construction method of continuous viaduct | |
| CN111997342B (en) | Cantilever framework supporting structure protruding out of building and construction method thereof | |
| CN102605717A (en) | Pier-top longitudinal support scaffolding method | |
| CN113585075A (en) | Cast-in-place bridge deck formwork for steel-concrete composite beam | |
| WO2022142193A1 (en) | Construction method for large-span thin-wall concrete sound barrier pouring trolley | |
| CN211947993U (en) | Support for large-span cast-in-situ bridge construction | |
| CN217325016U (en) | Movable reinforcement protection canopy | |
| CN112726411A (en) | Integral dragging construction method for single-hole large cantilever steel truss girder | |
| CN210685373U (en) | Trolley system suitable for concrete structure factory building construction | |
| CN213233106U (en) | Arch ring support | |
| CN213476666U (en) | Limiting device for main pier during integral jacking of main bridge steel box girder | |
| CN114263114A (en) | Construction system and construction method of large-section steel box girder | |
| CN102913007A (en) | Steel reinforcement processing shed and construction method therefor | |
| CN207646620U (en) | The movable construction platform of prefabricated wide cut beam slab | |
| CN111516137A (en) | Hydraulic integral movable prefabricated box girder web plate reinforcing steel bar jig frame and construction method | |
| CN219793672U (en) | Integral hoisting type operation platform for installing rectangular high pier steel bars | |
| CN217678646U (en) | Tie rod arch bridge middle beam installation device | |
| CN219357786U (en) | Movable capping beam steel bar binding mould | |
| CN108343251A (en) | A kind of continuance lifting method without bearing large space Steel Truss Beam | |
| CN216551595U (en) | Pier stud reinforcement is as industry platform | |
| CN219637717U (en) | Cable-stayed bridge cable guide pipe installation device | |
| CN216892039U (en) | A bent cap epitaxial operation platform for going up stride railway precast beam and erect | |
| CN214497216U (en) | Novel movable protective shed of bracket and steel pipe column combined gantry type | |
| CN219342870U (en) | Beam supporting structure is assembled to two line bridge festival sections | |
| CN221000627U (en) | Oversized 0# block bracket and counter-force prepressing device thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |