CN205206278U - Construction is with combination gallows operation platform - Google Patents
Construction is with combination gallows operation platform Download PDFInfo
- Publication number
- CN205206278U CN205206278U CN201521050889.0U CN201521050889U CN205206278U CN 205206278 U CN205206278 U CN 205206278U CN 201521050889 U CN201521050889 U CN 201521050889U CN 205206278 U CN205206278 U CN 205206278U
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- construction
- vertical rod
- buckle
- utility
- pole setting
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Abstract
The utility model relates to a cast -in -place board structural template of girder steel concrete installation among the building engineering specifically is a construction is with combination gallows operation platform. Including pole setting and horizontal pole, be provided with the buckle in the pole setting, the horizontal pole passes through the buckle setting and in the pole setting and constitute frame construction, is provided with the springboard on the horizontal pole, and the pole setting top is provided with rings. The utility model discloses unsettled use is not influenced by the ground occupy -place, and rings are one -step refining weld forming with the pole setting, on -the -spot combination, and convenient and fast, ann tear the convenience open, save time, save labour, economize the material, and more the expense is economized to the multisection, can remove the turnover at any time and use, has improved the efficiency of construction.
Description
Technical field
The girder steel concrete cast-in-place slab stay in place formwork that the utility model relates in construction work is installed, specifically a kind of building operations combination suspension bracket operating platform.
Background technology
Girder steel concrete cast-in-place slab stay in place formwork at present in construction work is installed, comparatively multiple-project abandoning tradition full hall scaffold land formwork, then mould construction is hung in employing, tradition form removal method adopts and installs simple operations platform, or adopt the construction of combination movable Scaffold, but above two kinds of methods need larger operating space, and need smooth ground, but often do not possess smooth solid ground or do not have construction plant during construction, thus above method has larger limitation.
Utility model content
The utility model is intended to solve the problem, thus provides one not need to tear the combination of building operations easily suspension bracket operating platform open using ground as support, peace.
The utility model solves described problem, and the technical scheme of employing is:
A kind of building operations combination suspension bracket operating platform, comprises vertical rod and cross bar, vertical rod is provided with buckle, and cross bar to be arranged in vertical rod by buckle and to form frame construction, and cross bar is provided with springboard, and rod end is provided with suspension ring.
Adopt the utility model of technique scheme, compared with prior art, its outstanding feature is:
1. unsettled use, does not affect by ground occupy-place, and suspension ring and vertical rod are time processing welding fabrication, and field combinations is convenient and swift.
2. peace tear open conveniently, save time, saving of labor, material-saving, more cost savings, can move turnover use at any time, improve efficiency of construction.
As preferably, the utility model further technical scheme is:
Vertical rod is provided with short tube, and buckle is arranged in vertical rod by short tube.
Suspension ring are the C font structure adapted with the bottom wing listrium of steel I-beam.
Suspension ring are connected with vertical rod by Type of Welding, and vertical rod can be moved freely on steel I-beam by suspension rod.
Accompanying drawing explanation
Fig. 1 is the utility model example structure schematic diagram;
In figure: buckle 1; Steel I-beam 2; Springboard 3; Suspension ring 4; Vertical rod 5; Short tube 6; Cross bar 7.
Detailed description of the invention:
Below in conjunction with embodiment, the utility model is described in further detail, and object is only to understand the utility model content better, and therefore, the cited case does not limit protection domain of the present utility model.
See Fig. 1, vertical rod 5 is the reinforcing bar of diameter phi 20mm, cross bar 7 adopts steel pipe manufacturing, vertical rod 5 top is welded with suspension ring 4, suspension ring 4 are the C font structure adapted with the bottom wing listrium of steel I-beam 2, and in vertical rod 5, interval is welded with short tube 6, short tube 6 are provided with buckle 1, cross bar 7 to be arranged in vertical rod 5 by buckle 1 and to form frame construction, cross bar 7 is equipped with springboard 3 and forms operating platform.
Use installation steps:
(1) at the processing vertical rod 5 of steel bar meter field and suspension ring 4 weld together formation suspension rod, vertical rod 5 is welded the tie point of the long short tube 6 of 200mm as buckle 1;
(2) suspension ring 4 of the suspension rod made are pierced into the bottom wing listrium of steel I-beam 2 by the gap between Liang Yuliang;
(3) connect cross bar 7 at the short tube 6 place buckle 1 of operating platform aspect successively, and on cross bar 7, lay springboard 3 form operating platform.
Of the present utility modelly to have the following advantages:
(1) without the need to finishing levelling of the land work, site influence can not be subject to;
(2) novel suspension bracket time processing welding fabrication, field combinations, convenient and swift;
(3) install more save time, saving of labor, material-saving, more cost savings;
(4) can move at any time, peace is torn open conveniently, can have enough to meet the need use.
The foregoing is only the better feasible embodiment of the utility model, not thereby limit to interest field of the present utility model, the equivalence change that all utilization the utility model manuals and accompanying drawing content thereof are done, be all contained within interest field of the present utility model.
Claims (4)
1. a building operations combination suspension bracket operating platform, comprises vertical rod and cross bar, vertical rod is provided with buckle, and cross bar to be arranged in vertical rod by buckle and to form frame construction, cross bar is provided with springboard, it is characterized in that: rod end is provided with suspension ring.
2. building operations combination suspension bracket operating platform according to claim 1, it is characterized in that: vertical rod is provided with short tube, buckle is arranged in vertical rod by short tube.
3. building operations combination suspension bracket operating platform according to claim 1, is characterized in that: suspension ring are the C font structure adapted with the bottom wing listrium of steel I-beam.
4. building operations combination suspension bracket operating platform according to claim 1, is characterized in that: suspension ring are connected with vertical rod by Type of Welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521050889.0U CN205206278U (en) | 2015-12-16 | 2015-12-16 | Construction is with combination gallows operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521050889.0U CN205206278U (en) | 2015-12-16 | 2015-12-16 | Construction is with combination gallows operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205206278U true CN205206278U (en) | 2016-05-04 |
Family
ID=55844004
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521050889.0U Active CN205206278U (en) | 2015-12-16 | 2015-12-16 | Construction is with combination gallows operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205206278U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060309A (en) * | 2017-05-15 | 2017-08-18 | 中国十七冶集团有限公司 | A kind of hanging type steel structure high-altitude operation mobile platform fast construction method |
| CN110552493A (en) * | 2019-09-17 | 2019-12-10 | 广州中石科技有限公司 | Hang subassembly and suspend scaffold in midair |
-
2015
- 2015-12-16 CN CN201521050889.0U patent/CN205206278U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060309A (en) * | 2017-05-15 | 2017-08-18 | 中国十七冶集团有限公司 | A kind of hanging type steel structure high-altitude operation mobile platform fast construction method |
| CN110552493A (en) * | 2019-09-17 | 2019-12-10 | 广州中石科技有限公司 | Hang subassembly and suspend scaffold in midair |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |