CN201809960U - Platform for overhung scaffold of net bracket structure - Google Patents
Platform for overhung scaffold of net bracket structure Download PDFInfo
- Publication number
- CN201809960U CN201809960U CN2010205492832U CN201020549283U CN201809960U CN 201809960 U CN201809960 U CN 201809960U CN 2010205492832 U CN2010205492832 U CN 2010205492832U CN 201020549283 U CN201020549283 U CN 201020549283U CN 201809960 U CN201809960 U CN 201809960U
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- CN
- China
- Prior art keywords
- platform
- truss structure
- space truss
- suspension rod
- pin hand
- 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
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Abstract
The utility model discloses a platform for overhung a scaffold of a net bracket structure. The platform is characterized in that the platform for overhung the scaffold of the net bracket structure comprises a platform chassis bracket and a plurality of suspending rods, wherein the four corners and the two waists of the platform chassis bracket are connected with the six suspending rods, and the upper ends of the suspending rods are connected with the net bracket structure. The lower ends of the suspending rods are provided with a plurality of lower rings, and the lower rings are sleeved on the platform chassis bracket. The upper ends of the suspending rods are provided with a plurality of upper rings. The upper rings of the suspending rods are connected with a plurality of steel pipes. The steel pipes are connected with a lower chord rod of the net bracket structure. The middle parts of the suspending rods are provided with a plurality of guardrail steel rings. A plurality of slantwise support rods are arranged between four edge frames of the platform chassis bracket and an upper chord rod of the net bracket structure. The platform is simple in structure and is convenient to use, the material is saved, the cost is reduced, and the work period is shortened.
Description
Technical field
The utility model relates to a kind of pin hand outrigger platform of space truss structure.
Background technology
Full hall scaffold is adopted in the construction of the space truss structure at the indoor top of heavy construction usually, can expend a large amount of building materials like this, and the construction period also can be longer.
The utility model content
Technical problem to be solved in the utility model provides a kind of pin hand outrigger platform of space truss structure, utilizes space truss structure to set up the unsettled scaffold that adheres to space truss structure is constructed.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of pin hand outrigger platform of space truss structure is characterized in that: the pin hand outrigger platform of described space truss structure comprises platform chassis frame and suspension rod, and four jiaos of described platform chassis frame and Liang Yaochu are connected with 6 suspension rods, and described suspension rod upper end is connected with space truss structure.
The lower end of described suspension rod is provided with down ring, and this time ring set is on the platform chassis frame.
The upper end of described suspension rod is provided with ring.
Encircle on the described suspension rod and be connected with steel pipe.
Described steel pipe is connected with the lower chord of space truss structure.
The middle part is provided with the guardrail steel loop on the described suspension rod.
Be provided with hound between four frames of described platform chassis frame and rack upper chord.
The utlity model has following advantage:
The utility model is simple in structure, easy to use, economical with materials, reduce cost and shortened the duration.
Description of drawings
Fig. 1 is the utility model structural representation;
Among the figure: 1-platform chassis frame, the 2-suspension rod, 3-is ring down, the last ring of 4-, 5-steel pipe, 6-guardrail steel loop, 7-hound, 8-lower chord.
The specific embodiment
The utility model is described in further detail below in conjunction with Figure of description.
As shown in Figure 1, a kind of pin hand outrigger platform of space truss structure, it is characterized in that: the pin hand outrigger platform of described space truss structure comprises platform chassis frame 1 and suspension rod 2, and four jiaos of described platform chassis frame 1 and Liang Yaochu are connected with 6 suspension rods 2, and described suspension rod 2 upper ends are connected with space truss structure.
The lower end of described suspension rod 2 is provided with down ring 3, and this time ring 3 is enclosed within on the platform chassis frame 1.
The upper end of described suspension rod 2 is provided with ring 4.
Going up on the ring 4 of described suspension rod 2 is connected with steel pipe 5.
Described steel pipe 5 is connected with the lower chord 8 of space truss structure.
The middle part is provided with guardrail steel loop 6 on the described suspension rod 2.
Be provided with hound 7 between four frames of described platform chassis frame 1 and rack upper chord.
Pin hand outrigger platform is pieced together system by the mao bamboon bar and is formed.Platform chassis frame 1 adapts with the rack mesh shape, completely spreads bamboo basketry sheet on the sole.At four jiaos on platform and two waist places 6 steel suspension rods 2 are set altogether, the following ring set of suspension rod 2 on the bamboo bar of platform chassis frame 1, suspension rod go up that ring 4 wears respectively that 1 steel pipe is delayed, colligation is rack lower chord 8 times.Wear in the suspension rod guardrail steel loop 6 and tie up white palm rope 1.2m place around the platform and surround protective guard one.In order to alleviate suspension platform, between four frames and rack upper chord of platform, with each drawknot of bamboo bar hound stable suspension platform of 45 ° together in aerial the rocking of height.
The lifting of suspension platform is the hoisting rope that is encircled on 4 steel suspension rods at four jiaos of places of platform by colligation, by being fixed on 4 fixed pulleys at rack upper chord place, platform is risen to the below of triangle ceiling.
Claims (7)
1. the pin hand outrigger platform of a space truss structure, it is characterized in that: the pin hand outrigger platform of described space truss structure comprises platform chassis frame and suspension rod, and four jiaos of described platform chassis frame and Liang Yaochu are connected with 6 suspension rods, and described suspension rod upper end is connected with space truss structure.
2. the pin hand outrigger platform of space truss structure as claimed in claim 1, it is characterized in that: the lower end of described suspension rod is provided with down ring, and this time ring set is on the platform chassis frame.
3. the pin hand outrigger platform of space truss structure as claimed in claim 1, it is characterized in that: the upper end of described suspension rod is provided with ring.
4. the pin hand outrigger platform of space truss structure as claimed in claim 3 is characterized in that: encircle on the described suspension rod and be connected with steel pipe.
5. the pin hand outrigger platform of space truss structure as claimed in claim 4, it is characterized in that: described steel pipe is connected with the lower chord of space truss structure.
6. the pin hand outrigger platform of space truss structure as claimed in claim 1, it is characterized in that: the middle part is provided with the guardrail steel loop on the described suspension rod.
7. the pin hand outrigger platform of space truss structure as claimed in claim 1 is characterized in that: be provided with hound between four frames of described platform chassis frame and rack upper chord.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205492832U CN201809960U (en) | 2010-09-30 | 2010-09-30 | Platform for overhung scaffold of net bracket structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205492832U CN201809960U (en) | 2010-09-30 | 2010-09-30 | Platform for overhung scaffold of net bracket structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201809960U true CN201809960U (en) | 2011-04-27 |
Family
ID=43892901
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205492832U Expired - Fee Related CN201809960U (en) | 2010-09-30 | 2010-09-30 | Platform for overhung scaffold of net bracket structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201809960U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635226A (en) * | 2012-05-04 | 2012-08-15 | 常州第一建筑集团有限公司 | Flexible hanging self-expansion operating platform and construction method |
| CN103206075A (en) * | 2013-04-26 | 2013-07-17 | 中国化学工程第三建设有限公司 | Suspension platform for construction of steel reinforced concrete cantilever structure |
| CN103669815A (en) * | 2013-12-02 | 2014-03-26 | 中国一冶集团有限公司 | Method for constructing hanging rope and pipe combined all-round scaffold construction platform and protective system |
| CN104727538A (en) * | 2015-03-30 | 2015-06-24 | 山东双得利建设科技有限公司 | Scaffold device for plant roof reinforcement and maintenance and scaffold erecting method |
| CN111764658A (en) * | 2020-07-30 | 2020-10-13 | 陕西建工集团股份有限公司 | Construction method of continuous hanging net rack platform for hyperbolic reticulated shell venue |
-
2010
- 2010-09-30 CN CN2010205492832U patent/CN201809960U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635226A (en) * | 2012-05-04 | 2012-08-15 | 常州第一建筑集团有限公司 | Flexible hanging self-expansion operating platform and construction method |
| CN102635226B (en) * | 2012-05-04 | 2014-05-28 | 常州第一建筑集团有限公司 | Flexible hanging self-expansion operating platform and construction method |
| CN103206075A (en) * | 2013-04-26 | 2013-07-17 | 中国化学工程第三建设有限公司 | Suspension platform for construction of steel reinforced concrete cantilever structure |
| CN103669815A (en) * | 2013-12-02 | 2014-03-26 | 中国一冶集团有限公司 | Method for constructing hanging rope and pipe combined all-round scaffold construction platform and protective system |
| CN103669815B (en) * | 2013-12-02 | 2016-04-20 | 中国一冶集团有限公司 | Unsettled rope pipe combined type full hall scaffold operation platform and guard system building method |
| CN104727538A (en) * | 2015-03-30 | 2015-06-24 | 山东双得利建设科技有限公司 | Scaffold device for plant roof reinforcement and maintenance and scaffold erecting method |
| CN111764658A (en) * | 2020-07-30 | 2020-10-13 | 陕西建工集团股份有限公司 | Construction method of continuous hanging net rack platform for hyperbolic reticulated shell venue |
| CN111764658B (en) * | 2020-07-30 | 2021-04-02 | 陕西建工集团股份有限公司 | Construction method of continuous hanging net rack platform for hyperbolic reticulated shell venue |
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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: 20110427 Termination date: 20150930 |
|
| EXPY | Termination of patent right or utility model |