CN208456187U - A kind of steel structural overhead weld job wind-proof shed - Google Patents

A kind of steel structural overhead weld job wind-proof shed Download PDF

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Publication number
CN208456187U
CN208456187U CN201820333983.4U CN201820333983U CN208456187U CN 208456187 U CN208456187 U CN 208456187U CN 201820333983 U CN201820333983 U CN 201820333983U CN 208456187 U CN208456187 U CN 208456187U
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CN
China
Prior art keywords
steel
frame
vertical
bottom rectangle
wind
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.)
Expired - Fee Related
Application number
CN201820333983.4U
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Chinese (zh)
Inventor
张忠浩
苏立建
王忠鑫
李泽怀
王俊夫
贾学军
崔秀生
李军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Third Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
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Third Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
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Priority to CN201820333983.4U priority Critical patent/CN208456187U/en
Application granted granted Critical
Publication of CN208456187U publication Critical patent/CN208456187U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of steel structural overhead weld job wind-proof shed, steel construction includes vertical steel column and goes along with sb. to guard him the cross girder steel on the outside of vertical steel column, cross girder steel is horizontally disposed, vertical steel column is set to the centre of cross girder steel, wind-proof shed includes operating platform, support frame and go along with sb. to guard him the shield on the outside of support frame, support frame includes two rectangular frames disposed in parallel, two rectangular frames are bottom rectangle frame and upper rectangular frame, bottom rectangle frame is set on cross girder steel, bottom rectangle frame and upper rectangular frame are spliced by four steel pipes, bottom rectangle frame four corners are equipped with vertical supporting, upper rectangular frame is set to above bottom rectangle frame by four vertical supportings, vertical reinforcement support is equipped on the steel pipe of the bottom rectangle frame of the lateral girder steel two sides of cross girder steel.The utility model has the characteristics that safety, is applicable in, and has good promotion and practical value, and can generate good economic benefit after extensive popularization and application.

Description

A kind of steel structural overhead weld job wind-proof shed
Technical field
The utility model belongs to the realm of building construction more particularly to a kind of steel structural overhead weld job wind-proof shed.
Background technique
Rooftop air conditioning unit includes beam string and truss structure.Live major part component is transported in the form of loose mail to scene, is spelled Welding equipment is installed after being connected in whole Pin, and site welding amount is a big feature of this engineering Construction of Steel Structure greatly.In conclusion site welding Predominantly assembled, docking.Butt welding mainly has steel column, primary-secondary beam connecting welding etc.;Assembly welding have downhand welding, horizontal position welding, vertical position welding, The comprehensive of a variety of weld seam forms such as fillet welding sets welding;Welding difficulty is big, and welding workload is big.Welding stress is with Deformation control The emphasis of this engineering.
In the welding process, if wind speed is excessive, welding quality can be seriously affected, therefore, in the welding process, to carry out radix saposhnikoviae Measure, therefore the settable wind-proof shed on beam string and truss, to reduce the influence of strong wind welding quality.
Utility model content
The purpose of the utility model is to provide a kind of steel structural overhead weld job wind-proof sheds, to solve prior art Zhang Xian There is no wind-proof device during beam and truss welding, is easy to the technical issues of influencing welding quality.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of steel structural overhead weld job wind-proof shed, it is characterised in that: the steel construction includes vertical steel column and goes along with sb. to guard him Cross girder steel on the outside of vertical steel column, the cross girder steel is horizontally disposed, and the vertical steel column is set to cross girder steel Centre, the wind-proof shed includes operating platform, support frame and goes along with sb. to guard him the shield on the outside of support frame, support frame as described above Including two rectangular frames disposed in parallel, two rectangular frames are bottom rectangle frame and upper rectangular frame, the bottom Rectangular frame is set on cross girder steel, and the bottom rectangle frame and upper rectangular frame are spliced by four steel pipes, The bottom rectangle frame four corners are equipped with vertical supporting, and the upper rectangular frame is set by four vertical supportings Above bottom rectangle frame, it is equipped on the steel pipe of the bottom rectangle frame of the lateral girder steel two sides of the cross girder steel perpendicular It is supported to reinforcement;The operating platform includes the scaffold board being laid on bottom rectangle frame, is also equipped on the scaffold board The asbestos layer of cloth for preventing welding spark from falling;The shield is in that Mongolian bag-like is located on the outside of vertical steel column and support frame.
It is further preferred that being additionally provided between bottom rectangle frame and upper rectangular frame on four vertical supportings Middle part rectangular frame.
Further, the vertical supporting bottom end is lower than the horizontal 10 ~ 20cm of absolute altitude in cross-shaped steel soffit.
Further, the cross girder steel includes four girder steels, and the girder steel end passes through column braces and vertical Steel column is connected and fixed, and the column braces are welded and fixed with girder steel, the soldered between the column braces and girder steel with it is adjacent The distance between nearest steel pipe of bottom rectangle frame is 800mm ~ 1200mm.
In addition, the vertical supporting is made by steel pipe, the steel pipe of the vertical supporting and the steel pipe type of rectangular frame It is number identical.
It is further preferred that the rectangular frame area is 1200mm × 1400mm ~ 1400 × 1800mm.
Compared with prior art the utility model have the characteristics that and the utility model has the advantages that
The utility model structure and welded steel structure shape is needed to be adapted, the utility model can be used for different height, more Construction of Steel Structure weld job under kind environment, can be improved working efficiency, improve operating environment.Have compared with existing wind-proof shed Have the advantages that adaptable, construction efficiency is high, operating environment is good.
The utility model has the characteristics that safety, is applicable in, and has good promotion and practical value, after extensive popularization and application Good economic benefit can be generated.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of steel structural overhead weld job wind-proof shed of the utility model;
Fig. 2 is the cross-sectional view in the portion Figure 1A-A.
Appended drawing reference: the vertical steel column of 1-;The cross girder steel of 2-;3- operating platform;4- shield;5- bottom rectangle frame; 6- upper rectangular frame;7- vertically reinforces supporting;8- column braces;9- soldered;10- vertical supporting.
Specific embodiment
To make technological means of the utility model, character of innovation, reaching purpose and effect is easy to understand, below The present invention will be further described.
The embodiment recorded herein is the specific specific embodiment of the utility model, for illustrating the utility model Design, be it is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model System.In addition to the embodiment recorded herein, those skilled in the art can also be public based on the claim of this application book and specification institute For the content opened using obvious other technical solutions, these technical solutions include using doing to the embodiment recorded herein The technical solution of any obvious substitutions and modifications out.
A kind of steel structural overhead weld job wind-proof shed, as illustrated in fig. 1 and 2, steel construction include vertical steel column 1 and go along with sb. to guard him The cross girder steel 2 in vertical 1 outside of steel column, cross girder steel 2 is horizontally disposed, and vertical steel column 1 is set to the center of cross girder steel 2 Position, wind-proof shed include operating platform 3, support frame and go along with sb. to guard him the shield 4 on the outside of support frame, and support frame includes two parallel The rectangular frame of setting, two rectangular frames are bottom rectangle frame 5 and upper rectangular frame 6, and bottom rectangle frame 5 is set to ten On shaped girder steel 2, bottom rectangle frame 5 and upper rectangular frame 6 are spliced by four steel pipes, bottom rectangle frame 5 four A corner is equipped with vertical supporting 10, and upper rectangular frame 6 is set to 5 top of bottom rectangle frame by four vertical supportings 10, Vertical reinforcement support 7 is equipped on the steel pipe of the bottom rectangle frame 5 of the lateral girder steel two sides of cross girder steel 2;Operating platform 3 Including the scaffold board being laid on bottom rectangle frame 5, the asbestos layer of cloth for preventing welding spark from falling also is equipped on scaffold board; Shield 4 is in that Mongolian bag-like is located on the outside of vertical steel column 1 and support frame.
Middle part rectangular frame is additionally provided between bottom rectangle frame 5 and upper rectangular frame 6 on four vertical supportings 10, 10 bottom end of vertical supporting is lower than the cross horizontal 10 ~ 20cm of absolute altitude in 2 bottom surface of girder steel, and cross girder steel 2 includes four girder steels, girder steel End passes through column braces 8 and is connected and fixed with vertical steel column 1, and column braces 8 are welded and fixed with girder steel, column braces 8 and steel The distance between soldered 9 and the adjacent nearest steel pipe of bottom rectangle frame 5 between beam are 800mm ~ 1200mm, vertical to prop up Support 10 is made by steel pipe, and the steel pipe of vertical supporting 10 and the steel pipe model of rectangular frame are identical, and rectangular frame area is 1200mm×1400mm~1400×1800mm。
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all practical at this Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model Within the scope of shield.

Claims (6)

1. a kind of steel structural overhead weld job wind-proof shed, it is characterised in that: the steel construction includes vertical steel column (1) and goes along with sb. to guard him Cross girder steel (2) on the outside of vertical steel column (1), the cross girder steel (2) is horizontally disposed, and the vertical steel column (1) sets In the centre of cross girder steel (2), the wind-proof shed includes operating platform (3), support frame and goes along with sb. to guard him on the outside of support frame Shield (4), support frame as described above includes two rectangular frames disposed in parallel, and two rectangular frames are bottom rectangle frame (5) it is set on cross girder steel (2) with upper rectangular frame (6), the bottom rectangle frame (5), the bottom rectangle frame (5) it is spliced with upper rectangular frame (6) by four steel pipes, bottom rectangle frame (5) four corners are equipped with perpendicular To support (10), the upper rectangular frame (6) is set on bottom rectangle frame (5) by four vertical supportings (10) It is square, vertical reinforcement support is equipped on the steel pipe of the bottom rectangle frame (5) of the lateral girder steel two sides of the cross girder steel (2) (7);The operating platform (3) includes the scaffold board being laid on bottom rectangle frame (5), is also equipped on the scaffold board anti- The only asbestos layer of cloth that welding spark falls;The shield (4) is in that Mongolian bag-like is located at outside vertical steel column (1) and support frame Side.
2. a kind of steel structural overhead weld job wind-proof shed as described in claim 1, it is characterised in that: four vertical branch Middle part rectangular frame is additionally provided between bottom rectangle frame (5) and upper rectangular frame (6) in support (10).
3. a kind of steel structural overhead weld job wind-proof shed as described in claim 1, it is characterised in that: the vertical supporting (10) bottom end is lower than the horizontal 10 ~ 20cm of absolute altitude in cross girder steel (2) bottom surface.
4. a kind of steel structural overhead weld job wind-proof shed as described in claim 1, it is characterised in that: the cross girder steel It (2) include four girder steels, the girder steel end passes through column braces (8) and is connected and fixed with vertical steel column (1), the intercolumniation branch Support (8) is welded and fixed with girder steel, the soldered (9) between the column braces (8) and girder steel and adjacent nearest bottom rectangle The distance between steel pipe of frame (5) is 800mm ~ 1200mm.
5. a kind of steel structural overhead weld job wind-proof shed as described in claim 1, it is characterised in that: the vertical supporting (10) it is made by steel pipe, the steel pipe of the vertical supporting (10) is identical with the steel pipe model of rectangular frame.
6. a kind of steel structural overhead weld job wind-proof shed as described in claim 1 ~ 5 any one, it is characterised in that: described Rectangular frame area is 1200mm × 1400mm ~ 1400 × 1800mm.
CN201820333983.4U 2018-03-12 2018-03-12 A kind of steel structural overhead weld job wind-proof shed Expired - Fee Related CN208456187U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820333983.4U CN208456187U (en) 2018-03-12 2018-03-12 A kind of steel structural overhead weld job wind-proof shed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820333983.4U CN208456187U (en) 2018-03-12 2018-03-12 A kind of steel structural overhead weld job wind-proof shed

Publications (1)

Publication Number Publication Date
CN208456187U true CN208456187U (en) 2019-02-01

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110565970A (en) * 2019-10-08 2019-12-13 中国人民解放军63926部队 Sand-preventing device for steel frame high-altitude welding operation under field condition
CN110735400A (en) * 2019-10-22 2020-01-31 中国一冶集团有限公司 Protection mechanism and protection construction method for special-shaped structures

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110565970A (en) * 2019-10-08 2019-12-13 中国人民解放军63926部队 Sand-preventing device for steel frame high-altitude welding operation under field condition
CN110735400A (en) * 2019-10-22 2020-01-31 中国一冶集团有限公司 Protection mechanism and protection construction method for special-shaped structures
CN110735400B (en) * 2019-10-22 2021-10-01 中国一冶集团有限公司 Special-shaped structure protection mechanism and protection construction method

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Granted publication date: 20190201