CN204212385U - Scaffold strengthened by truss - Google Patents
Scaffold strengthened by truss Download PDFInfo
- Publication number
- CN204212385U CN204212385U CN201420543000.1U CN201420543000U CN204212385U CN 204212385 U CN204212385 U CN 204212385U CN 201420543000 U CN201420543000 U CN 201420543000U CN 204212385 U CN204212385 U CN 204212385U
- Authority
- CN
- China
- Prior art keywords
- truss
- scaffold
- leger
- cross bar
- vertical rod
- 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 relates to a kind of truss and strengthens scaffold.The utility model structure comprises the parts such as vertical rod, leger, little cross bar.Horizontal brace snaps onto below inside and outside leger by revolution fastener, forms horizontal truss with leger and little cross bar, and horizontal truss is connected with structural column by thick pillar wall-connecting piece; Word brace by revolution fastener be connected with inside and outside vertical rod, form vertical truss with vertical rod and little cross bar; Flooring wall-connecting piece connects scaffold upright rod and structure flooring.Compared to the prior art the utility model, has following characteristics: design science, easy construction, and scaffold out of plane stiffness and supporting capacity greatly, in the steel pipe scaffold construction lacking drawknot point, improve safety.
Description
Technical field
The utility model relates to a kind of scaffold.Especially scaffold strengthened by a kind of truss.
Background technology
At present, conventional steel pipe scaffold, its structure is mainly made up of vertical rod, leger, little cross bar.In modern public building, large span height floor height reinforced concrete frame structure Application comparison is general, and it can obtain large space, can facilitate indoor layout again.But because this building structure post all to greatly exceed the setting space of common steel tube scaffold wall connecting piece apart from, floor height, scaffold lacks the drawknot with structure, so also exist: out of plane stiffness is little, low bearing capacity, is difficult to ensure construction safety.Particularly in the area that wind load is larger, this problem is more outstanding.
Summary of the invention
Technical assignment of the present utility model is the weak point for above present situation, and scaffold strengthened by the truss providing a kind of out of plane stiffness larger.The utility model solves technical scheme that its technical problem adopts: the utility model structure comprises the parts such as vertical rod, little cross bar, leger.Horizontal brace snaps onto below inside and outside leger by revolution fastener, forms horizontal truss, horizontal truss is arranged thick pillar wall-connecting piece with leger and little cross bar; Word brace by revolution fastener be connected with inside and outside vertical rod, form vertical truss with vertical rod and little cross bar; Flooring wall-connecting piece connecting upright pole.
Compared to the prior art truss of the present utility model strengthens scaffold, add horizontal brace and word brace.Horizontal truss combines with vertical truss, greatly strengthen out of plane stiffness and the supporting capacity of scaffold.The utility model solves steel pipe scaffold at post apart from the safety problem in large, that floor height is high frame structure construction.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is further illustrated.
Accompanying drawing 1 be a kind of truss strengthen scaffold face structural representation.
Accompanying drawing 2 is plan structure schematic diagrames that scaffold strengthened by a kind of truss.
Accompanying drawing 3 is left TV structure schematic diagrames that scaffold strengthened by a kind of truss.
In figure: 1, vertical rod, 2, leger, 3, little cross bar, 4, horizontal brace, 5, word brace, 6, flooring wall-connecting piece, 7, thick pillar wall-connecting piece, 8, structural column.
Detailed description of the invention
Strengthen scaffold with reference to Figure of description to truss to be described in detail below.
Truss of the present utility model is strengthened scaffolding structure and is made up of parts such as vertical rod 1, little cross bar 3, legers 2.Horizontal brace is the major measure strengthening scaffold out of plane stiffness in utility model, arrange together according to every two steps, along the elongated setting of scaffold, horizontal brace 4 snaps onto below inside and outside leger 2 by revolution fastener, form horizontal truss with leger 2 and little cross bar 3, horizontal truss is connected with structural column 8 by thick pillar wall-connecting piece 7.Word brace 5 be also the major measure strengthening scaffold out of plane stiffness, according to every 6 across setting together, arrange along scaffold overall height, word brace 5 be connected with inside and outside vertical rod 1 by revolution fastener, form vertical truss with vertical rod 1 and little cross bar 3; Vertical rod 1 is arranged flooring wall-connecting piece 6.At structure flooring place during construction, flooring wall-connecting piece 6 connecting pin hand cradle and agent structure.
Described flooring wall-connecting piece 6: adopt scaffolding steel pipe, according to every 3 across arranging a place.During construction, in floor beam, bury short steel pipes underground, flooring wall-connecting piece 6 and embedded steel tube adopt two fastener to be connected.
Described thick pillar wall-connecting piece 7: arrange together along post is high according to every two steps, adopt scaffolding steel pipe and right-angle coupler to be snapped onto on structural column by thick pillar wall-connecting piece 7.
The utility model is particularly useful for the construction of large span, high-rise high frame structure.
Scaffold strengthened by truss of the present utility model, solves the problem that the out of plane stiffness of common scaffold when wall-connecting piece arranges less is too little with supporting capacity, can be applicable to the double-row steel pipe scaffold construction lacking drawknot point, guarantee construction safety.
Claims (1)
1. scaffold strengthened by truss, comprise vertical rod (1), leger (2), little cross bar (3), it is characterized in that: horizontal brace (4) snaps onto below inside and outside leger (2) by revolution fastener, form horizontal truss with leger (2) and little cross bar (3), horizontal truss is arranged thick pillar wall-connecting piece (7); Word brace (5) by revolution fastener be connected with inside and outside vertical rod (1), form vertical truss with vertical rod (1) and little cross bar (3); Flooring wall-connecting piece (6) connecting upright pole (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420543000.1U CN204212385U (en) | 2014-09-12 | 2014-09-12 | Scaffold strengthened by truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420543000.1U CN204212385U (en) | 2014-09-12 | 2014-09-12 | Scaffold strengthened by truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204212385U true CN204212385U (en) | 2015-03-18 |
Family
ID=52981069
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420543000.1U Expired - Fee Related CN204212385U (en) | 2014-09-12 | 2014-09-12 | Scaffold strengthened by truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204212385U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351430A (en) * | 2016-10-14 | 2017-01-25 | 天津大学 | Truss-reinforced type fastener steel tube scaffolding |
| CN110273538A (en) * | 2019-06-13 | 2019-09-24 | 中建四局第五建筑工程有限公司 | A kind of high framed building wall-connecting piece of the big layer of large span and its setting method |
| CN114592678A (en) * | 2022-03-08 | 2022-06-07 | 中国建筑第四工程局有限公司 | High-rise embracing column wall connecting piece and setting method thereof |
-
2014
- 2014-09-12 CN CN201420543000.1U patent/CN204212385U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351430A (en) * | 2016-10-14 | 2017-01-25 | 天津大学 | Truss-reinforced type fastener steel tube scaffolding |
| CN110273538A (en) * | 2019-06-13 | 2019-09-24 | 中建四局第五建筑工程有限公司 | A kind of high framed building wall-connecting piece of the big layer of large span and its setting method |
| CN114592678A (en) * | 2022-03-08 | 2022-06-07 | 中国建筑第四工程局有限公司 | High-rise embracing column wall connecting piece and setting 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: 20150318 Termination date: 20150912 |
|
| EXPY | Termination of patent right or utility model |