CN201649616U - Rigid connecting tube of scaffold and building - Google Patents

Rigid connecting tube of scaffold and building Download PDF

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Publication number
CN201649616U
CN201649616U CN2010201168187U CN201020116818U CN201649616U CN 201649616 U CN201649616 U CN 201649616U CN 2010201168187 U CN2010201168187 U CN 2010201168187U CN 201020116818 U CN201020116818 U CN 201020116818U CN 201649616 U CN201649616 U CN 201649616U
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CN
China
Prior art keywords
scaffold
building
connecting tube
connecting piece
rigid connecting
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 - Lifetime
Application number
CN2010201168187U
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Chinese (zh)
Inventor
卢建明
李建友
邝舜杰
骆振华
廖志三
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
GUANGZHOU HOUSING CONSTRUCTION DEVELOPMENT Co Ltd
Original Assignee
GUANGZHOU HOUSING CONSTRUCTION DEVELOPMENT Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by GUANGZHOU HOUSING CONSTRUCTION DEVELOPMENT Co Ltd filed Critical GUANGZHOU HOUSING CONSTRUCTION DEVELOPMENT Co Ltd
Priority to CN2010201168187U priority Critical patent/CN201649616U/en
Application granted granted Critical
Publication of CN201649616U publication Critical patent/CN201649616U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to the building construction technology field, in particular to a rigid connecting tube of a scaffold and a building suitable for low-storied and high-storied industry and civil building construction. The rigid connecting tube comprises an embedded part vertically fixed on a building edge beam; and the embedded part is fixedly connected with the scaffold through a horizontal connecting piece. The rigid connecting tube is pulled by the scaffold outwards when in use, and at the moment, the embedded part is solidified by the building edge beam, so that the scaffold can be prevented from transverse deformation as well as larger inward or outward deformation caused by wind load and also can improve the bearing force as a middle constraint part of a frame body, thereby ensuring the monolithic stability of the scaffold.

Description

The rigidity wall-connecting piece of scaffold and building
Technical field
The utility model relates to technical field of building construction, is specially to be applicable to low layer, high-rise industry and the scaffold of civilian construction construction use and the rigidity wall-connecting piece of building.
Background technology
Wall-connecting piece is meant the member that connects scaffold and building, is the important component part of scaffold.Both at home and abroad the scaffold collapse accident that takes place occurs repeatedly, and substantially all is because wall-connecting piece is fixing insecure with outer body of wall, after deficiency or wall-connecting piece are set are removed in time benefit establish and cause, so must attract great attention and guarantee that it is provided with effectively.
External scaffolding is most important to the safety of external scaffolding with the quality of outer body of wall anchoring, the way of custom is with the direct crosswise fixed of steel pipe outside the building on the body of wall, the steel pipe other end fixes with fastener and scaffold upright rod, the bearing of steel pipe and exterior wall is after being subjected to lateral pull for a long time, fixedly being easy to generate of itself and body of wall is loosening, horizontal destabilization problems occurs, can cause scaffold integral body to be toppled when serious.
The utility model content
The utility model has solved the problem that is rigidly connected of scaffold and building, the rigidity wall-connecting piece of a kind of scaffold and building is provided, it can bear pulling force and pressure effect, certain bending resistance and anti-twisting property are arranged again, it can resist scaffold on the one hand with respect to falling in the body of wall and outer distortion, simultaneously also certain effect of contraction can be arranged, thereby improve the anti-unstability ability of scaffold, reach the reliable purpose of connecting of scaffold and building the buckling deformation of vertical rod.
In order to solve the problems of the technologies described above, the utility model is achieved through the following technical solutions:
The rigidity wall-connecting piece of a kind of scaffold and building comprises the built-in fitting of vertical fixing on the building side bar, and above-mentioned built-in fitting is fixedlyed connected with scaffold by a horizontal connector.
Further, described connector is fixedlyed connected with the vertical rod of above-mentioned scaffold.
Further, fixedly connected between described built-in fitting, connector and the scaffold upright rod by fastener.
Further, described built-in fitting and connector are steel pipe.
Compared with prior art, the beneficial effects of the utility model are:
1, rigidity wall-connecting piece described in the utility model is subjected to the outside pulling force of scaffold in use, this moment, built-in fitting was subjected to the consolidation force that the building side bar gives, can effectively prevent the scaffold lateral deformation, prevent to take place inwardly big or outwards distortion because of wind load, can be used as the middle constraint of support body simultaneously, improve bearing capacity, ensure the monolithic stability of scaffold.
2, above-mentioned rigidity wall-connecting piece is simple in structure, and power transmission is reasonable, and is safe and reliable, and convenient and quick construction can obtain remarkable economic efficiency and social benefit.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is the utility model structural representation.
The specific embodiment
As shown in Figure 1, the rigidity wall-connecting piece of scaffold described in the utility model and building, comprise the built-in fitting 2 of vertical fixing on building side bar 1, built-in fitting 2 is fixedlyed connected with scaffold upright rod 4 by a horizontal connector 3, in the present embodiment, built-in fitting 2 and connector 3 are steel pipe, and be fixedly connected by fastener 5 between built-in fitting 2, connector 3 and the scaffold upright rod 4.
Construction process of the present utility model is: after each floor face beam reinforced steel bar colligation is installed and checked and accepted, (be embedded in 300mm in the beam at building side bar 1 pre-buried built-in fitting 2, expose beam face 300mm) and fixing, beam slab concrete pouring construction then, after treating that concrete reaches certain intensity, fixedly connected with scaffold upright rod 4 by connector 3, fastener 5, form rigidity anchoring wall-connecting piece, along with rising, structure up installs, untie fastener 5 during dismounting, with cutting machine built-in fitting 2 is exposed at the outer part of building side bar 1 and cuts away and get final product.
The utility model is not limited to above-mentioned embodiment, if various changes of the present utility model or distortion are not broken away from spirit and scope of the present utility model, if these changes and distortion belong within claim of the present utility model and the equivalent technologies scope, then the utility model also is intended to comprise these changes and distortion.

Claims (4)

1. the rigidity wall-connecting piece of scaffold and building, it is characterized in that: comprise the built-in fitting of vertical fixing on the building side bar, above-mentioned built-in fitting is fixedlyed connected with scaffold by a horizontal connector.
2. the rigidity wall-connecting piece of scaffold according to claim 1 and building is characterized in that: described connector is fixedlyed connected with the vertical rod of above-mentioned scaffold.
3. the rigidity wall-connecting piece of scaffold according to claim 2 and building is characterized in that: fixedly connected by fastener between described built-in fitting, connector and the scaffold upright rod.
4. according to the rigidity wall-connecting piece of each described scaffold of claim 1 to 3 and building, it is characterized in that: described built-in fitting and connector are steel pipe.
CN2010201168187U 2010-02-09 2010-02-09 Rigid connecting tube of scaffold and building Expired - Lifetime CN201649616U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201168187U CN201649616U (en) 2010-02-09 2010-02-09 Rigid connecting tube of scaffold and building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201168187U CN201649616U (en) 2010-02-09 2010-02-09 Rigid connecting tube of scaffold and building

Publications (1)

Publication Number Publication Date
CN201649616U true CN201649616U (en) 2010-11-24

Family

ID=43114845

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010201168187U Expired - Lifetime CN201649616U (en) 2010-02-09 2010-02-09 Rigid connecting tube of scaffold and building

Country Status (1)

Country Link
CN (1) CN201649616U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102312563A (en) * 2011-06-16 2012-01-11 永升建设集团有限公司 Method for connecting external scaffold with wall for large-span and ultra-story-height structures
CN106368427A (en) * 2015-07-23 2017-02-01 华北冶建工程建设有限公司 Binding and unloading construction method for scaffold

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102312563A (en) * 2011-06-16 2012-01-11 永升建设集团有限公司 Method for connecting external scaffold with wall for large-span and ultra-story-height structures
CN106368427A (en) * 2015-07-23 2017-02-01 华北冶建工程建设有限公司 Binding and unloading construction method for scaffold

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GR01 Patent grant
CX01 Expiry of patent term

Granted publication date: 20101124

CX01 Expiry of patent term