CN202731263U - Novel cantilever scaffold - Google Patents
Novel cantilever scaffold Download PDFInfo
- Publication number
- CN202731263U CN202731263U CN 201220448046 CN201220448046U CN202731263U CN 202731263 U CN202731263 U CN 202731263U CN 201220448046 CN201220448046 CN 201220448046 CN 201220448046 U CN201220448046 U CN 201220448046U CN 202731263 U CN202731263 U CN 202731263U
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- CN
- China
- Prior art keywords
- scaffold
- agent structure
- type steel
- cantilever
- novel cantilever
- 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 novel cantilever scaffold, which comprises a cantilever steel, wherein the cantilever steel is connected with a main body structure through an embedded bolt which is arranged in the main body structure, the section of the cantilever steel is of a square shape, a scaffold is arranged on the cantilever steel, the scaffold and a wall body are connected through a connection bolt, the cantilever steel and a scaffold vertical rod are connected through a positioning connector, and the outer diameter of the positioning connector is 35mm. The novel cantilever scaffold is reasonable in structure, convenient to install and use, firm in connection, safe to use and excellent in work performance.
Description
Technical field
The utility model relates to a kind of scaffold.
Background technology
The defectives such as existing scaffold owing to reasons such as structures, exists and uses inconvenience, and service behaviour is undesirable.
Summary of the invention
That the purpose of this utility model is to provide is a kind of rational in infrastructure, easy to use, the Novel cantilever beam type scaffold of favorable working performance.
Technical solution of the present utility model is:
A kind of Novel cantilever beam type scaffold, it is characterized in that: comprise the overhanging type steel that is connected with agent structure by the pre-embedded bolt in the agent structure, the cross section of overhanging type steel is " mouth " font, fills scaffold on the overhanging type steel, and scaffold is connected by connecting bolt with body of wall; Overhanging type steel and scaffold upright rod are that the positioning link of 35mm is connected by external diameter.
The end of pre-embedded bolt in the described agent structure in agent structure is with the horizontal reinforcement welding in the agent structure.
The utility model is rational in infrastructure, and is easy to install, is connected firmly, uses safety, favorable working performance.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the structural representation of an embodiment of the utility model.
The specific embodiment
A kind of Novel cantilever beam type scaffold, comprise the overhanging type steel 2 that is connected with agent structure by the pre-embedded bolt 1 in the agent structure 7, the cross section of overhanging type steel is " mouth " font, dress scaffold 3 on the overhanging type steel, and scaffold is connected by connecting bolt 4 with body of wall 8; Overhanging type steel and scaffold upright rod are that the positioning link 5 of 35mm is connected by external diameter.
The end of pre-embedded bolt in the described agent structure in agent structure is with horizontal reinforcement 6 welding in the agent structure.
Claims (2)
1. Novel cantilever beam type scaffold, it is characterized in that: comprise the overhanging type steel that is connected with agent structure by the pre-embedded bolt in the agent structure, the cross section of overhanging type steel is " mouth " font, fills scaffold on the overhanging type steel, and scaffold is connected by connecting bolt with body of wall; Overhanging type steel and scaffold upright rod are that the positioning link of 35mm is connected by external diameter.
2. Novel cantilever beam type scaffold according to claim 1 is characterized in that: the end of the pre-embedded bolt in the described agent structure in agent structure, and with the horizontal reinforcement welding in the agent structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220448046 CN202731263U (en) | 2012-09-05 | 2012-09-05 | Novel cantilever scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220448046 CN202731263U (en) | 2012-09-05 | 2012-09-05 | Novel cantilever scaffold |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202731263U true CN202731263U (en) | 2013-02-13 |
Family
ID=47656975
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220448046 Expired - Fee Related CN202731263U (en) | 2012-09-05 | 2012-09-05 | Novel cantilever scaffold |
Country Status (1)
Country | Link |
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CN (1) | CN202731263U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109736556A (en) * | 2019-01-24 | 2019-05-10 | 广西建工集团建筑工程总承包有限公司 | A kind of girder steel Overhanging Outside Scaffold and its construction method of installation |
-
2012
- 2012-09-05 CN CN 201220448046 patent/CN202731263U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109736556A (en) * | 2019-01-24 | 2019-05-10 | 广西建工集团建筑工程总承包有限公司 | A kind of girder steel Overhanging Outside Scaffold and its construction method of installation |
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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: 20130213 Termination date: 20150905 |
|
EXPY | Termination of patent right or utility model |