CN105863236A - Construction method of wall connecting device for industrial factory building outer wall scaffold - Google Patents
Construction method of wall connecting device for industrial factory building outer wall scaffold Download PDFInfo
- Publication number
- CN105863236A CN105863236A CN201610175091.1A CN201610175091A CN105863236A CN 105863236 A CN105863236 A CN 105863236A CN 201610175091 A CN201610175091 A CN 201610175091A CN 105863236 A CN105863236 A CN 105863236A
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- CN
- China
- Prior art keywords
- wall
- scaffold
- steel column
- support body
- steel
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to the field of outer wall scaffold construction in building operations, in particular to a construction method of a wall connecting device for an industrial factory building outer wall scaffold. The construction method is characterized by comprising a step 1, a plurality of steel upright columns are arranged and connected to a plurality of factory building structure columns by pulling and connecting scaffold tubes to combine a temporary stress frame body; a step 2, the steel upright columns are vertically connected by connecting bolts in an extension way; and a step 3, according to a wall connecting piece setting requirement, an outer scaffold body is pulled and connected to the temporary stress frame body in the step 1 by wall connecting scaffold tubes to reach a wall connecting effect. The wall connecting device is easy to manufacture, convenient to install, flexible to disassemble and assemble, and simple to operate; the construction efficiency can be improved, and circulation use is realized; safety is guaranteed; and economic benefits are favorably improved.
Description
Technical field
The exterior wall scaffold that the present invention relates in construction builds field, the construction method of a kind of wall attaching parts for industrial premises exterior wall scaffold.
Background technology
During structure and decoration construction, generally use external scaffolding to provide operation side, it is ensured that the safety of operating personnel.Code requirement double-pole scaffold above for height 24m, should use rigid connecting tube to be connected with building, and the connected mode of wall-connecting piece generally uses and agent structure drawknot.But, in some industrial premises design, for meeting the requirement of production technology, the more situation occurring that post net design size is relatively big, structure headroom is higher, cause enough and reliably not connecting wall point in the structure construction stage and can carry out drawknot with external scaffolding support body, if arranging less wall-connecting piece, will be unable to meet code requirement, causing huge potential safety hazard.
Summary of the invention
It is an object of the invention to, it is provided that a kind of making is easily, easy for installation, can dismount flexibly, simple to operate, can improve efficiency of construction and can have enough to meet the need use, it is ensured that the construction method of the wall attaching parts of the exterior wall scaffold of safety.
In order to achieve the above object, the present invention is achieved in that
A kind of construction method of the wall attaching parts for industrial premises exterior wall scaffold, including
Step 1, some steel columns and mill construction post are set it are combined into interim stress support body by drawknot scaffold tubes；Each joint steel column vertical extension is connected by step 2, employing connecting bolt；
Step 3, arranging requirement according to wall-connecting piece, by external scaffolding support body, interim stress support body carries out drawknot by even wall scaffold tubes with described in step 1, reaches even wall effect.
The construction method of the described wall attaching parts for industrial premises exterior wall scaffold, interim stress support body is formed by multiple tracks drawknot scaffold tubes combination drawknot with mill construction post by some steel columns, wherein, steel column is by upper sealing plate, steel pipe, lower shrouding and the welding of some horizontal steel bands are formed, upper sealing plate, lower shrouding is respectively provided with bolt connecting hole, vertical extension is carried out for being fixed with structure floor by steel column and being connected each joint steel column, some horizontal steel bands are used to be welded and fixed with steel pipe in steel column facade surrounding, the specification of steel pipe is identical with out-mould scaffold support body steel pipe specification, it is beneficial to carry out even wall drawknot with external scaffolding support body.
The construction method of the described wall attaching parts for industrial premises exterior wall scaffold, when pouring floorslab concrete, level interval design attitude according to exterior wall scaffold wall-connecting piece, determine the position of required steel column, and pre-embedded bolt, the lower shrouding of steel column is fastenedly connected with pre-embedded bolt, vertical line space design according to wall-connecting piece, determine the height of steel column, use connecting bolt that each joint steel column is carried out vertical extension, steel column and peripheral structure post are connected into interim stress support body by multiple tracks drawknot scaffold tubes, exterior wall scaffold support body is linked by right-angle coupler by the company's of employing wall scaffold tubes with the steel pipe in steel column, reach rigidity and connect the purpose of wall.
The present invention makes easily, easy for installation, can dismount flexibly, simple to operate, can improve efficiency of construction and can have enough to meet the need use, it is ensured that safety, being conducive to increasing economic efficiency.
Accompanying drawing explanation
Fig. 1 steel column organigram.
Fig. 2 be in Fig. 1 A-A to sectional view.
Fig. 3 is external scaffolding support body and interim stress support body wall attaching parts schematic diagram.
Detailed description of the invention
The present invention is further illustrated below by way of specific embodiment.
A kind of construction method of the wall attaching parts for industrial premises exterior wall scaffold, including
Step 1, some steel columns and mill construction post are set it are combined into interim stress support body by drawknot scaffold tubes；Each joint steel column vertical extension is connected by step 2, employing connecting bolt；
Step 3, arranging requirement according to wall-connecting piece, by external scaffolding support body, interim stress support body carries out drawknot by even wall scaffold tubes with described in step 1, reaches even wall effect.
As shown in Figure 1, steel column is welded to form by upper sealing plate 1, steel pipe 3, lower shrouding 2 and some horizontal steel bands 4, upper sealing plate 1, lower shrouding 2 are respectively provided with bolt connecting hole 5, vertical extension is carried out for being fixed with structure floor by steel column and being connected each joint steel column, some horizontal steel bands 4 are used to be welded and fixed with steel pipe 3 in steel column facade surrounding, the specification of steel pipe 3 is identical with out-mould scaffold support body steel pipe specification, is beneficial to carry out even wall drawknot with external scaffolding support body 6..
Fig. 2 external scaffolding support body and interim stress support body wall attaching parts schematic diagram: when pouring floorslab concrete, level interval design attitude according to exterior wall scaffold wall-connecting piece, determine the position of required steel column, and pre-embedded bolt, the lower shrouding 2 of steel column is fastenedly connected with pre-embedded bolt, vertical line space design according to wall-connecting piece, determine the height of steel column, each joint steel column is carried out vertical extension by mode with bolts, steel column is connected into interim stress support body with peripheral structure post 9 by multiple tracks drawknot scaffold tubes 7, exterior wall scaffold support body 6 is linked by right-angle coupler by the company's of employing wall scaffold tubes 8 with the steel pipe 3 in steel column, reach rigidity and connect the purpose of wall.
This wall attaching parts construction method solves in the Construction of Multi-Storey Industrial Buildings of, structure free height big at colum network size, can carry out the difficult problem of drawknot with external scaffolding support body without enough and reliably connecting wall point.
Claims (3)
1. it is used for a construction method for the wall attaching parts of industrial premises exterior wall scaffold, it is characterized in that, including
Step 1, some steel columns and mill construction post are set it are combined into interim stress support body by drawknot scaffold tubes；Each joint steel column vertical extension is connected by step 2, employing connecting bolt,
Step 3, arranging requirement according to wall-connecting piece, by external scaffolding support body, interim stress support body carries out drawknot by even wall scaffold tubes with described in step 1, reaches even wall effect.
It is used for the construction method of the wall attaching parts of industrial premises exterior wall scaffold the most according to claim 1, it is characterized in that: interim stress support body is formed by multiple tracks drawknot scaffold tubes combination drawknot with mill construction post by some steel columns, wherein, steel column is by upper sealing plate, steel pipe, lower shrouding and the welding of some horizontal steel bands are formed, upper sealing plate, lower shrouding is respectively provided with bolt connecting hole, vertical extension is carried out for being fixed with structure floor by steel column and being connected each joint steel column, some horizontal steel bands are used to be welded and fixed with steel pipe in steel column facade surrounding, the specification of steel pipe is identical with out-mould scaffold support body steel pipe specification, it is beneficial to carry out even wall drawknot with external scaffolding support body.
It is used for the construction method of the wall attaching parts of industrial premises exterior wall scaffold the most according to claim 2, it is characterized in that: when pouring floorslab concrete, level interval design attitude according to exterior wall scaffold wall-connecting piece, determine the position of required steel column, and pre-embedded bolt, the lower shrouding of steel column is fastenedly connected with pre-embedded bolt, vertical line space design according to wall-connecting piece, determine the height of steel column, use connecting bolt that each joint steel column is carried out vertical extension, steel column and peripheral structure post are connected into interim stress support body by multiple tracks drawknot scaffold tubes, exterior wall scaffold support body is linked by right-angle coupler by the company's of employing wall scaffold tubes with the steel pipe in steel column, reach rigidity and connect the purpose of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610175091.1A CN105863236B (en) | 2016-03-25 | 2016-03-25 | For the construction method of the wall attaching parts of industrial premises exterior wall scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610175091.1A CN105863236B (en) | 2016-03-25 | 2016-03-25 | For the construction method of the wall attaching parts of industrial premises exterior wall scaffold |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105863236A true CN105863236A (en) | 2016-08-17 |
| CN105863236B CN105863236B (en) | 2018-06-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610175091.1A Active CN105863236B (en) | 2016-03-25 | 2016-03-25 | For the construction method of the wall attaching parts of industrial premises exterior wall scaffold |
Country Status (1)
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| CN (1) | CN105863236B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107675871A (en) * | 2017-07-25 | 2018-02-09 | 浙江省建工集团有限责任公司 | One kind is building rise long-span outrigger wall-connecting piece construction method |
| CN113107178A (en) * | 2021-04-26 | 2021-07-13 | 中国五冶集团有限公司 | Outer frame for construction of outer wall enclosure wall of industrial factory building |
| CN113550560A (en) * | 2021-06-07 | 2021-10-26 | 中国五冶集团有限公司 | Construction method of wall connecting system for forming large-size hole frame structure |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203939226U (en) * | 2014-04-17 | 2014-11-12 | 中冶天工上海十三冶建设有限公司 | A kind of wall-connecting piece device for scaffold |
-
2016
- 2016-03-25 CN CN201610175091.1A patent/CN105863236B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203939226U (en) * | 2014-04-17 | 2014-11-12 | 中冶天工上海十三冶建设有限公司 | A kind of wall-connecting piece device for scaffold |
Non-Patent Citations (4)
| Title |
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| 何勇: ""多层建筑落地式双排扣件式钢管脚手架连墙件的设置探讨"", 《建筑安全》 * |
| 何树东: ""浅谈建筑施工扣件式钢管脚手架连墙件的设置"", 《科技信息(科学教研)》 * |
| 杨峰: ""扣件式脚手架施工方案易忽视的三个问题之探讨"", 《建筑安全》 * |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107675871A (en) * | 2017-07-25 | 2018-02-09 | 浙江省建工集团有限责任公司 | One kind is building rise long-span outrigger wall-connecting piece construction method |
| CN113107178A (en) * | 2021-04-26 | 2021-07-13 | 中国五冶集团有限公司 | Outer frame for construction of outer wall enclosure wall of industrial factory building |
| CN113550560A (en) * | 2021-06-07 | 2021-10-26 | 中国五冶集团有限公司 | Construction method of wall connecting system for forming large-size hole frame structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105863236B (en) | 2018-06-29 |
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Address after: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Patentee before: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190814 Address after: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Co-patentee after: CHINA MCC20 GROUP Corp.,Ltd. Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Patentee before: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. |