CN103375025A - Wall connecting device for building scaffold - Google Patents
Wall connecting device for building scaffold Download PDFInfo
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- CN103375025A CN103375025A CN2012101240412A CN201210124041A CN103375025A CN 103375025 A CN103375025 A CN 103375025A CN 2012101240412 A CN2012101240412 A CN 2012101240412A CN 201210124041 A CN201210124041 A CN 201210124041A CN 103375025 A CN103375025 A CN 103375025A
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- scaffold
- building
- keeper
- screw rod
- construction
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Abstract
The invention discloses a wall connecting device for a building scaffold and relates to the field of building architectural equipment. The wall connecting device is composed of a positioning member, a bolt and a matched nut, wherein the positioning member is embedded in the outer side of a ring beam of a building, the tail end of a screw is fixed at the end of a short horizontal pipe of the scaffold, and the bolt head of the screw is sleeved in a long hole formed in the center of a front plate of the positioning member and locked by the nut, so that the scaffold and the building are connected fixedly. According to the wall connecting device, intermittent construction and secondary repair construction due to existence of the scaffold can be avoided while the construction stability of the scaffold is reliably guaranteed, and the construction smoothness is improved substantially.
Description
Technical field
The present invention relates to building constructions construction equipment field, i.e. the wall attaching parts of building scaffold.
Background technology
In the building site of multistory building or highrise building, the scaffold that is formed by fixedly connecting by fastener by the steel pipe of three mutually perpendicular directions is indispensable auxiliary equipment.For guaranteeing that the anti-flare of scaffold homeostasis reaches and the constant maintenance suitable distance of building body, take at present an end of one section steel pipe (or reinforcing bar) is imbedded the cement casting body of building structure, long or the short steel pipe other end exposes floor side bar or floor face (the generally conveniently interim intercepting in the building site of tube material), one end of the scaffolding steel pipe (short transversal pipe) of building facade vertical direction is fixedly connected with by fastener with the steel pipe of imbedding the cement casting body, the other end of the scaffolding steel pipe of building facade vertical direction also uses fastener to be fixedly connected with the steel pipe of other both direction of scaffold, so realizes the rigid connection of scaffold and building body.The weak point of above-mentioned scaffold and building body method of attachment comprises: 1. scaffold is in the horizontal-extending of sustained height, in the extension of upward direction, because super high wall body is or/and the existence of super wide body of wall, alternating floor is that embedded steel tube, every horizontal interval one fan column are embedded steel tube (at once in the industry so-called " three steps two strode ") between being difficult to realize whenever upwards, and " three steps two strode " is the fundamental norms requirement of building site execution control, so there are potential safety hazard in present scaffold and building body connected mode; 2, when second pouring and body of wall filling, launch because stopping construction or inconvenience construction, embedded steel tube was whipped to remove by certain operation constructor with often being connected of scaffolding steel pipe, retained major safety risks; 3, after body frame construction in building is finished during filled wall, scaffold still need exist, the embedded steel tube place just retains the hole natch, before removing, scaffold need body of wall repairing, insulation repairing, metope paint to repair, but the body of wall compactness of mend is not enough, after the crackle crack appearred in the outer facade cement top layer of some time back wall, the phenomenon such as leak infiltration namely appearred even in mend indoor; 4, repair for the body of wall that carries out the embedded steel tube place, need to remove embedded steel tube at the external paragraph of cement casting, the removal method generally adopts the oxygen blast cutting, it is the common cause (so each building site all need be equipped with some fire extinguishers, this also is the mandatory provisions in the daily management standard) that causes the building site fire that high-temperature steel slag flashes; 5, remove embedded steel tube before the external paragraph of cement casting, need to utilize steel wire (or rope), lever that the scaffold tractive is located in wall body door or window, Lou Zhu etc., obtain to be connected again with the displacement of building body, again cause the amount of labour used to increase.
Summary of the invention
Task of the present invention provides a kind of wall attaching parts of novel building scaffold, in Reliable guarantee scaffold construction safety, also can reduce to greatest extent the obstruction to each link of building operations, improves efficiency of construction.
The feature of the wall attaching parts of the design's building scaffold is: it is comprised of keeper, bolt and matching nut, keeper is embedded in the body collar tie beam outside, building, there is elongated hole in its header board central authorities, thereafter plate and header board and the pipe fitting between them are integrated, the screw rod tail end is fixed in scaffold short transversal pipe end, screw rod bolt head and keeper header board pivot bush unit.
Has spring washer between nut and the screw rod bolt head.
What connect the keeper front and rear panels is square pipe fitting.
The mode of installing and using of the design's wall attaching parts: 1, keeper is embedded in the body collar tie beam outside, building, and the header board of keeper is concordant with the outer side elevation of collar tie beam; 2, screw rod is packed into successively spring washer, nut are fixed in the screw rod tail end one end of scaffold short transversal pipe again; 3, make screw rod bolt head insert header board central authorities' elongated hole and rotate 90 degree, screw nut again and pressing the keeper anter by spring washer, this moment, screw rod can not come off by self-align elongated hole, and the scaffold short transversal pipe of its connection is perpendicular to the building facade; 4, by existing building steel tube fastener short transversal pipe is fixed in the vertical steel pipe (or horizontal steel pipe of parallel building facade) of scaffold.As above then realized being fixedly connected with of scaffold and building body.
The contrary dismounting that is this wall attaching parts by said process.
Good effect of the present invention: screw rod spare can be reused, and only keeper is expendable part, obviously economical with materials; Keeper is embedded in the collar tie beam, and other parts all outside collar tie beam, do not hinder any middle operation construction, can not produce interrupted construction and secondary reparation construction because of the scaffold factor, and the lifting construction smooth degree is obviously saved man-hour; Pre-buried keeper exposed area is little, in practical product, 0.5 square decimeter of each junction exposed area less than, and to building body metope post processing without difficulty, without negative effect; Parts are few, cooperate succinctly, and the reliable in structure when assembling is used, safety guarantee obviously surmount present scaffold connecting mode in usefulness, and last top-down layering is removed also quite simple.
Description of drawings
Fig. 1 is the design's device, scaffold and building body (collar tie beam) position relationship floor map.
Fig. 2 a-b is respectively two kinds of to some extent keepers of difference.
Fig. 3 is scaffold short transversal pipe and the design's device explosion figure.
Fig. 4 is the connection status of the design's device.
Fig. 5 is that P-P cuts open the m of position to view among Fig. 4.
The specific embodiment
Embodiment 1.Referring to Fig. 1-3: the wall attaching parts of this building scaffold is by the keeper (1) of steel, bolt (2) and nut (3) form, keeper (1) is embedded in building body collar tie beam (6) outside, its header board (13) is concordant with the outer side elevation of collar tie beam (6), there is elongated hole (14) in header board (13) central authorities, thereafter plate (11) and header board (13) and the pipe fitting between them (12) are integrated, screw rod (21) tail end is fixed in scaffold short transversal pipe (4) end, bolt head (22) and keeper header board pivot bush unit.The internal diameter of circular pipe fitting (12) is not less than the length of elongated hole (14), namely when bolt head (22) after elongated hole (14) inserts, it can rotate 90 and spend in pipe, bolt head (22) is tangled by the avris of elongated hole (14).Referring to Fig. 4: after bolt head (22) inserts elongated hole (14) and tangled, screw nut (3) and pressing keeper anter (13), screw rod this moment (21) is fixed with keeper (1) relative position, the scaffold short transversal pipe (4) that screw rod (21) tail end connects is perpendicular to the building facade, short transversal pipe (4) is fixed in the vertical steel pipe (5) (referring to Fig. 1) of scaffold, and then scaffold is fixedly connected with Lou Tiyi.
Embodiment 2.Screw rod pack into successively spring washer, nut are fixed in the screw rod tail end one end of scaffold short transversal pipe again.Referring to Fig. 4-5: integrated with it between rear plate (11) and header board (13) is square pipe fitting (12).Micro-sedimentation appears in scaffold sometimes, under the prerequisite of loose nut (3) slightly, compare with circular pipe fitting, square pipe fitting (12) allows the amount of moving down of bolt head (22) (namely allowing bolt (2)) large, can effectively avoid screw rod (21) bending.In addition, between spring washer and bolt head (22), can also install again a pad that can only cover elongated hole (14) additional, flow into the internal cavity of keeper (1) and be difficult to discharge (this problem also can make the suitable downward solution of elongated hole (14)) with pre-rainwater-proof, remaining with embodiment 1.This example example 1 is optimized.
Claims (3)
1. the feature of the wall attaching parts of building scaffold is: it is comprised of keeper, bolt and matching nut, keeper is embedded in the body collar tie beam outside, building, there is elongated hole in its header board central authorities, thereafter plate and header board and the pipe fitting between them are integrated, the screw rod tail end is fixed in scaffold short transversal pipe end, screw rod bolt head and keeper header board pivot bush unit.
2. company's wall fastener of building scaffold according to claim 1 is characterized in that: have spring washer between nut and the screw rod bolt head.
3. company's wall fastener of building scaffold according to claim 1 is characterized in that: what connect the keeper front and rear panels is square pipe fitting.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2012101240412A CN103375025A (en) | 2012-04-14 | 2012-04-14 | Wall connecting device for building scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN2012101240412A CN103375025A (en) | 2012-04-14 | 2012-04-14 | Wall connecting device for building scaffold |
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CN103375025A true CN103375025A (en) | 2013-10-30 |
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CN2012101240412A Pending CN103375025A (en) | 2012-04-14 | 2012-04-14 | Wall connecting device for building scaffold |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104264970A (en) * | 2014-08-29 | 2015-01-07 | 中国建筑第八工程局有限公司 | Method for installing through-wall bolt on ultrahigh shear wall |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29612634U1 (en) * | 1996-06-25 | 1996-09-12 | Chiou, Hsiu-Hsing, Taoyuan | Safety anchoring |
CN2646282Y (en) * | 2003-09-06 | 2004-10-06 | 江苏金土木建设集团有限公司第七分公司 | Wall connecting member of scaffold |
CA2623168A1 (en) * | 2008-03-10 | 2009-09-10 | David Vigneault | Anchorage system for handrail |
CN201635381U (en) * | 2010-03-19 | 2010-11-17 | 宁波建工股份有限公司 | Wall connecting piece |
CN202627474U (en) * | 2012-04-14 | 2012-12-26 | 安徽省舒城三乐童车有限责任公司 | Wall connecting device of building scaffold |
-
2012
- 2012-04-14 CN CN2012101240412A patent/CN103375025A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29612634U1 (en) * | 1996-06-25 | 1996-09-12 | Chiou, Hsiu-Hsing, Taoyuan | Safety anchoring |
CN2646282Y (en) * | 2003-09-06 | 2004-10-06 | 江苏金土木建设集团有限公司第七分公司 | Wall connecting member of scaffold |
CA2623168A1 (en) * | 2008-03-10 | 2009-09-10 | David Vigneault | Anchorage system for handrail |
CN201635381U (en) * | 2010-03-19 | 2010-11-17 | 宁波建工股份有限公司 | Wall connecting piece |
CN202627474U (en) * | 2012-04-14 | 2012-12-26 | 安徽省舒城三乐童车有限责任公司 | Wall connecting device of building scaffold |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104264970A (en) * | 2014-08-29 | 2015-01-07 | 中国建筑第八工程局有限公司 | Method for installing through-wall bolt on ultrahigh shear wall |
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Application publication date: 20131030 |