CN203626215U - Floor-type scaffold - Google Patents

Floor-type scaffold Download PDF

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Publication number
CN203626215U
CN203626215U CN201320802204.8U CN201320802204U CN203626215U CN 203626215 U CN203626215 U CN 203626215U CN 201320802204 U CN201320802204 U CN 201320802204U CN 203626215 U CN203626215 U CN 203626215U
Authority
CN
China
Prior art keywords
baffle plate
scaffold
steel pipe
wall
rear baffle
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
Application number
CN201320802204.8U
Other languages
Chinese (zh)
Inventor
徐哲民
潘岳峰
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.)
Zhejiang College of Construction
Original Assignee
Zhejiang College of Construction
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 Zhejiang College of Construction filed Critical Zhejiang College of Construction
Priority to CN201320802204.8U priority Critical patent/CN203626215U/en
Application granted granted Critical
Publication of CN203626215U publication Critical patent/CN203626215U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a floor-type scaffold. The floor-type scaffold comprises a vertical rod steel pipe, a tie rod steel pipe, a buckle, a wall. A pre-embedded connecting member is arranged in the wall and composed of a front baffle plate, a connecting column, and a rear baffle plate which are sequentially connected. The front baffle plate and the connecting column are molded integrally. The connecting column and the rear baffle plate are connected through screw threads. One end of the tie rod steel pipe is provided with an anchor slab connected with the rear baffle plate. The scaffold of the utility model comprises the I-shaped connecting member. The front baffle plate and the rear baffle plate of the connecting member form a rigid locking key in concrete. At the same time, the rear baffle plate and the anchor slab of the tie rod steel pipe are screwed together correspondingly so that the tie rod steel pipe of the scaffold is connected and fastened on the rear baffle plate, thereby ensuring that the scaffold, the connecting member, and the wall have a preferable pulling force and pressing force bearing structure. Simultaneously, compared with a traditional steel bar pre-embedment mode, the present mode that the connecting member does not go deep into the wall prevents the hidden trouble of water seepage. Moreover, the rear baffle plate adopts the screw threaded connection so that the rear baffle plate can be removed during the scaffold disassembling process and thus materials are saved.

Description

Console mode scaffold
Technical field
The utility model relates to a kind of scaffold of building operations, especially a kind of console mode scaffold.
Background technology
Scaffold is the support of setting up for convenience of the vertical and horizontal transport in building construction, fitment process.Existing scaffold, according to fixing mode difference, can be divided into console mode scaffold, overhanging scaffold, boat scaffold etc.According to " building operations fastener type steel pipe scaffold technical specification of security ", wall-connecting piece is made to concrete regulation: for the single double-pole scaffold below 24m, should adopt rigid connecting tube to be reliably connected with building; For double-pole scaffold more than height 24m, must adopt rigid connecting tube to be reliably connected with building; Wall-connecting piece must adopt can bearing tension and the structure of pressure.Standard is structure and the way of concrete regulation rigid connecting tube not, causes existing wall-connecting piece way to differ.Existing scaffold adopts embedded bar, steel pipe etc. and wall connecting piece mode conventionally, and shortcoming is simple in structure, and bearing pressure is poor.
Summary of the invention
The utility model will solve the shortcoming of above-mentioned prior art, and a kind of console mode scaffold of supporting weight bearing power that improves by wall-connecting piece is provided.
The utility model solves the technical scheme that its technical problem adopts: this console mode scaffold, comprise pole steel tube, drawknot bar steel pipe, fastener, body of wall, in body of wall, be provided with pre-buried wall-connecting piece, wall-connecting piece is connected successively by front apron, joint pin, backboard, wherein front apron and joint pin are one-body molded, joint pin and backboard are threaded connection, and drawknot bar steel pipe one end is provided with the anchor slab being connected with backboard.
As preferably, the circle that described backboard, front apron cross section are formed objects, the circle ring area that backboard is positioned at joint pin outside is arranged with screw, and anchor slab is the circle corresponding with backboard, and at the circle ring area that the protrudes from drawknot bar steel pipe also corresponding screw that is provided with.
The utility model scaffold comprises I-shaped wall-connecting piece, the front apron of this wall-connecting piece, backboard forms rigidity locking key in concrete, backboard and corresponding being spirally connected of drawknot bar steel pipe anchor slab simultaneously, just scaffold drawknot bar steel pipe is connected and is fastened on backboard, guarantee scaffold and wall-connecting piece, body of wall has can be subject to pulling force and pressure texture preferably, compare the mode of traditional embedded bar simultaneously, because this wall-connecting piece can not go deep into body of wall, avoid infiltration hidden danger, and backboard employing is threaded, in scaffold demolishing process, just backboard can be removed, save material.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Description of reference numerals: pole steel tube 1, drawknot bar steel pipe 2, fastener 3, front apron 4, joint pin 5, backboard 6, anchor slab 7, body of wall 8.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Embodiment: as Fig. 1, a kind of console mode scaffold, comprise pole steel tube 1, drawknot bar steel pipe 2, fastener 3 and be embedded in advance the wall-connecting piece in body of wall 8, described wall-connecting piece is in turn connected to form " work " font by front apron 4, joint pin 5, backboard 6, be in turn connected to form " work " font, front apron 4 and joint pin 5 integrally castings form, described joint pin 5 and backboard 6 are threaded connection, described drawknot bar steel pipe 2 one end are provided with the anchor slab corresponding with backboard 67, and described backboard 6, anchor slab 7 are provided with corresponding connecting screw hole.
The circle that in the present embodiment, the cross section of backboard 6, front apron 4 is formed objects, the circle ring area that described backboard 6 is positioned at joint pin 5 outsides is arranged with 4 screws, described anchor slab 7 is the circle corresponding with backboard 6, and is provided with 4 screws the circle ring area that protrudes from drawknot bar steel pipe 2 is also corresponding.
Backboard 6 is provided with 4 screws, is conveniently connected with scaffold drawknot bar steel pipe 2.In the time that drawknot bar steel pipe 2 welds circular plate anchor 7, by four corresponding with backboard 6 anchor slab 7 corresponding being spirally connected of screw.
In addition to the implementation, the utility model can also have other embodiments.All employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop on the protection domain of the utility model requirement.

Claims (2)

1. a console mode scaffold, comprise pole steel tube (1), drawknot bar steel pipe (2), fastener (3), body of wall (8), it is characterized in that: body of wall is provided with pre-buried wall-connecting piece in (8), wall-connecting piece is connected successively by front apron (4), joint pin (5), backboard (6), wherein front apron (4) and joint pin (5) are one-body molded, joint pin (5) and backboard (6) are threaded connection, and drawknot bar steel pipe (2) one end is provided with the anchor slab (7) being connected with backboard (6).
2. console mode scaffold according to claim 1, it is characterized in that: the circle that described backboard (6), front apron (4) cross section are formed objects, the circle ring area that backboard (6) is positioned at joint pin (5) outside is arranged with screw, anchor slab (7) is the circle corresponding with backboard (6), and at the circle ring area that protrudes from drawknot bar steel pipe (2) the also corresponding screw that is provided with.
CN201320802204.8U 2013-12-06 2013-12-06 Floor-type scaffold Expired - Fee Related CN203626215U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320802204.8U CN203626215U (en) 2013-12-06 2013-12-06 Floor-type scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320802204.8U CN203626215U (en) 2013-12-06 2013-12-06 Floor-type scaffold

Publications (1)

Publication Number Publication Date
CN203626215U true CN203626215U (en) 2014-06-04

Family

ID=50812706

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320802204.8U Expired - Fee Related CN203626215U (en) 2013-12-06 2013-12-06 Floor-type scaffold

Country Status (1)

Country Link
CN (1) CN203626215U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108590143A (en) * 2018-05-30 2018-09-28 五冶集团上海有限公司 Superelevation console mode external scaffolding people's row chute erection method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108590143A (en) * 2018-05-30 2018-09-28 五冶集团上海有限公司 Superelevation console mode external scaffolding people's row chute erection method

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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
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140604

Termination date: 20161206