CN203701599U - Steel beam extension operating platform - Google Patents
Steel beam extension operating platform Download PDFInfo
- Publication number
- CN203701599U CN203701599U CN201320834605.1U CN201320834605U CN203701599U CN 203701599 U CN203701599 U CN 203701599U CN 201320834605 U CN201320834605 U CN 201320834605U CN 203701599 U CN203701599 U CN 203701599U
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- Prior art keywords
- girder steel
- holding piece
- operating platform
- platform
- angle
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Abstract
The utility model provides a steel beam extension operating platform, which comprises an extension platform and a fixture assembly which is connected with the extension platform and is fixed with a steel beam, wherein the extension platform comprises an extension frame and a support piece which is arranged in the extension frame and is connected with the extension frame; the fixture assembly comprises a clamping piece connected with the extension frame and a clamping buckle connected with the clamping piece. By adopting the steel beam extension operating platform, the problem of difficulty in operation during welding construction of a steel structure at a high altitude is solved, and the welding operation danger is reduced.
Description
Technical field
The utility model relates to a kind of support body, is specifically related to a kind of being fixed on girder steel so that the extension operating platform of staff's construction.
Background technology
At present, in structural steelwork construction, beam body is generally positioned at high-altitude relatively isolated.In the time that operating personnel will carry out construction processing to high-altitude girder steel, due to the space that does not have to manipulate, cause operating personnel's operation easier in the time of welding very large.Therefore, need on shaped steel, extend and set out certain operating space, construct in this operating space for welding personnel, ensure whereby the quality requirement of welding.
Utility model content
For overcoming the existing defect of prior art, now provide a kind of girder steel to extend operating platform, in high-altitude, steel work is carried out to welding procedure and not easy-operating difficult problem to solve by simple structure, and danger while reducing welding operation.
For achieving the above object, a kind of girder steel extends operating platform, comprising: extendable platform; And be connected with extendable platform and for the fixing clamp assembly of girder steel.
The utility model girder steel extends the further improvement of operating platform and is, extendable platform comprises: extend framework and be arranged at and extend in framework and the support member connecting; Clamp assembly comprises: the holder being connected with extension framework and the clamping buckle being connected with holder.
The further improvement that the utility model girder steel extends operating platform is, extends framework and comprises that mutual vertical welding is to form multiple angle steel of quadra; Support member comprises the multiple support bars that are welded in quadra.
The utility model girder steel extends the further improvement of operating platform and is, multiple angle steel comprise that two connecting angles that are parallel to each other and two of being parallel to each other support angle steel; Between multiple support bars, be parallel to each other and be connected with connecting angle is vertical; Each connecting angle comprises at least one angle steel stretching end, and holder is connected in angle steel stretching end.
The utility model girder steel extends the further improvement of operating platform and is, holder comprises the first holding piece and the second holding piece; Connecting angle comprises orthogonal the first junction plate and the second junction plate; The first holding piece is welded to connect in the first junction plate, and the second holding piece is welded to connect in the second junction plate, to form a clamping gap corresponding with the frange plate face of girder steel or a clamping bayonet socket between the first holding piece and the second holding piece.
The further improvement that the utility model girder steel extends operating platform is, clamps buckle and comprises: with the bayonet connection of the first holding piece welding; And be threaded with bayonet connection and coordinate with the second holding piece to clamp girder steel frange plate face screw part.
The utility model girder steel extends the further improvement of operating platform and is, bayonet connection is hexagonal (hexagon)nut; Screwing part is hex bolts.
The beneficial effects of the utility model are:
1) coordinate clamp assembly to realize by extendable platform, in high-altitude, steel work is carried out to welding procedure;
2) realize and extend being fixedly connected with of framework and girder steel frange plate face by the clamping gap that forms between the first holding piece and the second holding piece, and screw by bolt nut;
3) allly relate to member of the present utility model and all can gather materials on the spot, reduction construction cost and time.
Brief description of the drawings
Fig. 1 is the structural representation that the utility model girder steel extends operating platform;
Fig. 2 is the application implementation schematic diagram that the utility model girder steel extends operating platform.
Detailed description of the invention
For the benefit of the understanding to structure of the present utility model, describes below in conjunction with drawings and Examples.
Shown in Fig. 1, the utility model provides a kind of girder steel to extend operating platform, comprising: extendable platform 1; And be connected with extendable platform 1 and for the fixing clamp assembly 2 of girder steel.
As Fig. 1, in the present embodiment, extendable platform 1 forms by extending framework and being arranged at the support member also connecting in extension framework.The clamping buckle that clamp assembly 2 is connected by holder and with holder forms.Extend four angle steel that framework connects to form quadra by mutual vertical welding and form, comprising two connecting angles 10 that are parallel to each other as in figure and two support angle steel 14 being parallel to each other.Support member forms by being welded in quadra and with connecting angle 10 multiple support bars 12 connected vertically, and extend wherein one end of connecting angle 10 and as angle steel stretching end, holder is connected in the angle steel stretching end of connecting angle 10.
As shown in Figure 1, in the present embodiment, holder is made up of upper holding piece 20 and lower holding piece 22.Connecting angle 10 comprises orthogonal longitudinal junction plate and cross connecting plate, upper holding piece 20 is welded to connect in longitudinal junction plate, lower holding piece 22 is welded to connect in cross connecting plate, with this, between upper holding piece 20 and lower holding piece 22, form a clamping gap corresponding with the frange plate face 3 of girder steel or clamping bayonet socket.And clamp buckle comprise the bayonet connection 24 being welded to connect with upper holding piece 20 and be threaded with bayonet connection 24 screw part 26.Be installed on after the frange plate face 3 of girder steel at clamping buckle, the part 26 that screws clamping in buckle screws upper and lower two holding pieces 20,22.
In actual applications, the above-mentioned member acquisition of all can gathering materials on the spot in modern construction environment: select common angle steel respectively as connecting angle 10 and support angle steel 14, to form the quadra of the wide 40cm of long 60cm.Select plain bars as support bar 12, select the steel of U-shaped mouthful of two subbands as holder, in every secondary steel, there are two steel plates and respectively as upper holding piece 20 and lower holding piece 22, select high strength hex bolts as screwing part 26, select high strength hexagonal (hexagon)nut as bayonet connection 24.
After quadra forms, in framework, weld multiple parallel reinforcing bars.Upper holding piece 20 and lower holding piece 22 are welded in respectively the elongated end of connecting angle 10, to form clamping gap or clamping bayonet socket.Be welded in upper holding piece 20 as the high strength hexagonal (hexagon)nut of bayonet connection 24, be threaded in the high strength hexagonal (hexagon)nut as bayonet connection 24 as the high strength hex bolts that screws part 26, after clamping frange plate face 3 that buckle is installed on girder steel and agreeing with, screw part 26 upper and lower two holding pieces 20,22 are screwed.Operator hangs over safety belt on the shaped steel on top again, just can stand in and on platform, carry out welding operation.
The beneficial effects of the utility model are:
1) coordinate clamp assembly to realize by extendable platform, in high-altitude, steel work is carried out to welding procedure;
2) realize and extend being fixedly connected with of framework and girder steel frange plate face 3 by the clamping gap that forms between the first holding piece and the second holding piece, and screw by bolt nut;
3) allly relate to member of the present utility model and all can gather materials on the spot, reduction construction cost and time.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thereby some details in embodiment should not form restriction of the present utility model, the utility model by the scope defining using appended claims as protection domain.
Claims (7)
1. girder steel extends an operating platform, it is characterized in that, comprising:
Extendable platform; And
Be connected with described extendable platform and for the fixing clamp assembly of girder steel.
2. girder steel according to claim 1 extends operating platform, it is characterized in that,
Described extendable platform comprises: extend framework and be arranged at the support member in described extension framework;
Described clamp assembly comprises: the holder being connected with described extension framework and the clamping buckle being connected with described holder.
3. girder steel according to claim 2 extends operating platform, it is characterized in that,
Described extension framework comprises that mutual vertical welding is to form multiple angle steel of quadra;
Described support member comprises the multiple support bars that are welded in described quadra.
4. girder steel according to claim 3 extends operating platform, it is characterized in that,
Described multiple angle steel comprises two connecting angles that are parallel to each other and two support angle steel that are parallel to each other;
Between described multiple support bar, be parallel to each other and be connected with described connecting angle is vertical;
Described in each, connecting angle comprises at least one angle steel stretching end, and described holder is connected in described angle steel stretching end.
5. girder steel according to claim 4 extends operating platform, it is characterized in that,
Described holder comprises the first holding piece and the second holding piece;
Described connecting angle comprises orthogonal the first junction plate and the second junction plate;
Described the first holding piece is welded in described the first junction plate, and described the second holding piece is welded in described the second junction plate, forms a clamping gap corresponding with the frange plate face of girder steel or a clamping bayonet socket between described the first holding piece and described the second holding piece.
6. girder steel according to claim 5 extends operating platform, it is characterized in that,
Described clamping buckle comprises: with the bayonet connection of described the first holding piece welding; And be threaded with described bayonet connection and coordinate with described the second holding piece to clamp described girder steel frange plate face screw part.
7. girder steel according to claim 6 extends operating platform, it is characterized in that,
Described bayonet connection is hexagonal (hexagon)nut;
The described part that screws is hex bolts.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320834605.1U CN203701599U (en) | 2013-12-17 | 2013-12-17 | Steel beam extension operating platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320834605.1U CN203701599U (en) | 2013-12-17 | 2013-12-17 | Steel beam extension operating platform |
Publications (1)
Publication Number | Publication Date |
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CN203701599U true CN203701599U (en) | 2014-07-09 |
Family
ID=51052055
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201320834605.1U Expired - Fee Related CN203701599U (en) | 2013-12-17 | 2013-12-17 | Steel beam extension operating platform |
Country Status (1)
Country | Link |
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CN (1) | CN203701599U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104895322A (en) * | 2015-05-20 | 2015-09-09 | 江苏中南建筑产业集团有限责任公司 | Steel template laying cantilever frame |
CN112091887A (en) * | 2020-09-16 | 2020-12-18 | 中国五冶集团有限公司 | Portable super high-rise steel beam welding platform device and mounting and dismounting method thereof |
-
2013
- 2013-12-17 CN CN201320834605.1U patent/CN203701599U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104895322A (en) * | 2015-05-20 | 2015-09-09 | 江苏中南建筑产业集团有限责任公司 | Steel template laying cantilever frame |
CN112091887A (en) * | 2020-09-16 | 2020-12-18 | 中国五冶集团有限公司 | Portable super high-rise steel beam welding platform device and mounting and dismounting method thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140709 Termination date: 20201217 |