CN203961239U - High-altitude overhanging awning construction operation platform - Google Patents
High-altitude overhanging awning construction operation platform Download PDFInfo
- Publication number
- CN203961239U CN203961239U CN201420419704.8U CN201420419704U CN203961239U CN 203961239 U CN203961239 U CN 203961239U CN 201420419704 U CN201420419704 U CN 201420419704U CN 203961239 U CN203961239 U CN 203961239U
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- truss
- board support
- steel
- jump board
- platform
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Abstract
The utility model relates to a kind of high-altitude overhanging awning construction operation platform, in the lower floor board concrete outer end of awning yet to be built, is provided with the positioning seat that several be arranged in parallel, on each positioning seat, is fixedly connected with truss; Upper surface at truss is provided with several jump board support platforms, and the jump board support platform upper level of each adjacent position is poor consistent, and jump board support platform upper surface is parallel with horizontal plane; The springboard of common supporting steel plate web frame on the adjacent and highly consistent jump board support platform in every two positions; On the frame column of building body, be provided with fixedly awning connected node, one end of connecting steel wire ropes on connected node, the outer end of the other end truss frame for connecting of wire rope.This operating platform utilizes tower crane that trussed construction lifting is fixed in lower-layer concrete structural beams, and springboard on the frame girder of upper strata, is set up with wire rope drawknot in top between mounted two truss, personnel operate on springboard, not only easy for installation, and reusable, and utilization rate is high.
Description
Technical field
The utility model relates to a kind of high-altitude overhanging awning construction operation platform, is applicable to have in building field the engineering of large-scale high-altitude overhanging awning.
Background technology
Certain building is because Mechanical Builds is special, its external surface is inclined plane, roof structure awning construction cannot rely on exterior wall scaffold, and again from bottom, sets up full hall scaffold Huo Cong lower floor and set up that builder's jack cost is high, long in time limit, workload is large, and common scaffold scheme is infeasible.
Summary of the invention
The technical problems to be solved in the utility model is to provide a kind of high-altitude overhanging awning construction operation platform, this operating platform utilizes tower crane that trussed construction lifting is fixed in lower-layer concrete structural beams, top uses wire rope drawknot on the frame girder of upper strata, between mounted two truss, set up springboard, personnel operate on springboard, not only easy for installation, and reusable, and utilization rate is high.
For overcoming the above problems, concrete technical scheme of the present utility model is as follows: a kind of high-altitude overhanging awning construction operation platform, lower floor board concrete outer end at awning yet to be built is provided with the positioning seat that several be arranged in parallel, on each positioning seat, be fixedly connected with truss, and truss and positioning seat are at an angle; Upper surface at truss is provided with several jump board support platforms, and the jump board support platform upper level of each adjacent position is poor consistent, and jump board support platform upper surface is parallel with horizontal plane; The springboard of common supporting steel plate web frame on the adjacent and highly consistent jump board support platform in every two positions; On the frame column of building body, be provided with fixedly awning connected node, one end of connecting steel wire ropes on connected node, the outer end of the other end truss frame for connecting of wire rope.
The end face of described jump board support platform is provided with location hollow section, after operating platform assembling, on corresponding peripheral hollow section, is provided with enclosing bar, between enclosing bar, by safety guard net, connects.
Described truss adopts four steel-pipe weldings to form, and between two steel pipes of length direction, is provided with W type reinforcing steel pipe.
Described jump board support platform is that paired L shaped angle steel is welded, and two outer angle points of angle steel are fixedly connected with truss respectively, and the limit of one of them angle steel is parallel with horizontal plane, and the corner point of two angle steel in a group, welds by horizontal angle steel.
What described springboard adopted is the structure that steel bar framework covers wire gauze.
This high-altitude overhanging awning construction operation platform adopts the trussed construction tilting to be connected with floorslab concrete, and is fixed by the other end of wire rope and Vierendeel girder, thereby has guaranteed the stability of working platform integral body.
Preferably, in platform periphery, by positioning pipe, enclosing bar and guard rail are set, have further guaranteed the safety of construction.
Preferably, truss adopts four steel-pipe weldings and reinforces, and has guaranteed the fastness of truss itself.
Preferably, jump board support platform is that paired L shaped angle steel is welded, and has guaranteed that springboard distributes with stepped-style on truss.
Preferably, what springboard adopted is the structure that steel bar framework covers wire gauze, is guaranteeing, under the prerequisite of operating platform safety, to have reduced the overall weight of platform.
Accompanying drawing explanation
Fig. 1 is the axonometric drawing of high-altitude overhanging awning construction operation platform.
Fig. 2 is the front view of high-altitude overhanging awning construction operation platform.
Fig. 3 is the top view of high-altitude overhanging awning construction operation platform.
The specific embodiment
As shown in Figure 1 to Figure 3, a kind of high-altitude overhanging awning construction operation platform, lower floor board concrete 1 outer end at awning yet to be built is provided with several positioning seats be arrangeding in parallel 2, on each positioning seat 2, is fixedly connected with truss 3, and truss 3 and positioning seat 2 are at an angle; Upper surface at truss 3 is provided with several jump board support platforms 4, and jump board support platform 4 upper level of each adjacent position are poor consistent, and jump board support platform 4 upper surfaces are parallel with horizontal plane; The springboard 5 of common supporting steel plate web frame on the adjacent and highly consistent jump board support platform 4 in every two positions; On the frame column 6 of building body, be provided with fixedly awning connected node 7, one end of connecting steel wire ropes 8 on connected node 7, the outer end of the other end truss frame for connecting 3 of wire rope 8.
The end face of described jump board support platform 4 is provided with location hollow section 9, after operating platform assembling, on corresponding peripheral hollow section 9, is provided with enclosing bar 10, between enclosing bar 10, by safety guard net, connects.
Described truss 3 adopts four steel-pipe weldings to form, and between two steel pipes of length direction, is provided with W type reinforcing steel pipe.
Described jump board support platform 4 is welded for paired L shaped angle steel, and two outer angle points of angle steel are fixedly connected with truss 3 respectively, and the limit of one of them angle steel is parallel with horizontal plane, and the corner point of two angle steel in a group, welds by horizontal angle steel.
What described springboard 5 adopted is the structure that steel bar framework covers wire gauze.
This high-altitude overhanging awning construction operation platform, adopts its truss of said structure and springboard reusable; As take other working measures, need to drop into a large amount of non-turnover material, no matter from financial cost or duration progress all has very high economic benefit.Because Steel Cantilever Truss springboard operating platform detachably repeatedly reclaims and repeats turnover use, waste of material is few, does not produce waste material, is conducive to the saving of the energy, has energy-saving and cost-reducing social benefit and is worth.
Claims (5)
1. a high-altitude overhanging awning construction operation platform, it is characterized in that: lower floor board concrete (1) outer end at awning yet to be built is provided with several positioning seats be arrangeding in parallel (2), on each positioning seat (2), be fixedly connected with truss (3), and truss (3) and positioning seat (2) are at an angle; Upper surface at truss (3) is provided with several jump board support platforms (4), and jump board support platform (4) upper level of each adjacent position is poor consistent, and jump board support platform (4) upper surface is parallel with horizontal plane; The springboard (5) of the adjacent and highly consistent upper common supporting steel plate web frame of jump board support platform (4) in every two positions; On the frame column (6) of building body, be provided with fixedly awning connected node (7), in one end of the upper connecting steel wire ropes (8) of connected node (7), the outer end of the other end truss frame for connecting (3) of wire rope (8).
2. high-altitude overhanging awning construction operation platform as claimed in claim 1, it is characterized in that: the end face of described jump board support platform (4) is provided with location hollow section (9), after operating platform assembling, on corresponding peripheral hollow section (9), be provided with enclosing bar (10), enclosing bar connects by safety guard net between (10).
3. high-altitude overhanging awning construction operation platform as claimed in claim 1, is characterized in that: described truss (3) adopts four steel-pipe weldings to form, and between two steel pipes of length direction, is provided with W type reinforcing steel pipe.
4. high-altitude overhanging awning construction operation platform as claimed in claim 1, it is characterized in that: described jump board support platform (4) is welded for paired L shaped angle steel, two outer angle points of angle steel are fixedly connected with truss (3) respectively, and the limit of one of them angle steel is parallel with horizontal plane, the corner point of two angle steel in a group, welds by horizontal angle steel.
5. high-altitude overhanging awning construction operation platform as claimed in claim 1, is characterized in that: what described springboard (5) adopted is the structure that steel bar framework covers wire gauze.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420419704.8U CN203961239U (en) | 2014-07-29 | 2014-07-29 | High-altitude overhanging awning construction operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420419704.8U CN203961239U (en) | 2014-07-29 | 2014-07-29 | High-altitude overhanging awning construction operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203961239U true CN203961239U (en) | 2014-11-26 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420419704.8U Expired - Fee Related CN203961239U (en) | 2014-07-29 | 2014-07-29 | High-altitude overhanging awning construction operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203961239U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178583A (en) * | 2015-08-17 | 2015-12-23 | 中建三局第二建设工程有限责任公司 | Steel truss overhung operation platform and construction method thereof |
-
2014
- 2014-07-29 CN CN201420419704.8U patent/CN203961239U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178583A (en) * | 2015-08-17 | 2015-12-23 | 中建三局第二建设工程有限责任公司 | Steel truss overhung operation platform and construction 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 |
Granted publication date: 20141126 Termination date: 20160729 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |