CN2494860Y - Outrigger supporting type lifting scaffold - Google Patents

Outrigger supporting type lifting scaffold Download PDF

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Publication number
CN2494860Y
CN2494860Y CN 01262575 CN01262575U CN2494860Y CN 2494860 Y CN2494860 Y CN 2494860Y CN 01262575 CN01262575 CN 01262575 CN 01262575 U CN01262575 U CN 01262575U CN 2494860 Y CN2494860 Y CN 2494860Y
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CN
China
Prior art keywords
building
attaching frame
steel girder
cantilever steel
anchored
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
CN 01262575
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Chinese (zh)
Inventor
成军
黄德新
刘平
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.)
Individual
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Individual
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Publication date
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Priority to CN 01262575 priority Critical patent/CN2494860Y/en
Application granted granted Critical
Publication of CN2494860Y publication Critical patent/CN2494860Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model belongs to a cantilever beam supporting formula lifting scaffold frame for construction and decoration, it is by encorbelmenting girder steel 9, rings 13, U type bolt 11, nut 10, reinforcing bar hoist cable 15, chain block 14, one end be equipped with movable sleeve 7 pull rod 8 and with pole setting 2, web member 3, slide bar 16, scaffold board 4, connection fastener, base 6 set up the attachment frame 1 that forms and constitute. The lifting attachment frame is characterized in that the integral use of each attachment frame 1 is realized through the cantilever steel beam 9, the steel bar sling 15, the chain block 14 and a single lifting attachment frame. Therefore, the construction method is simple and convenient, saves cost, and is safe, reliable and wide in applicability.

Description

Outrigger supporting type lifting false work
The utility model belongs to a kind of building operations and decoration scaffold.
In order to satisfy the needs of building operations and decoration construction, people will set up scaffold usually.What set up mostly is many vertical rods scaffold in the past, when this scaffold is used for highrise building, not only has high input, and sets up difficulty.In order to address these problems, there is the people once to invent attached wall Liftable type scaffold and unsettled attached wall rail mounted scaffold.Though it is few that these two kinds of scaffolds drop into, expense is saved, and only limits the use of in the building of reinforced concrete wall structure but its shortcoming is it, is not suitable for the building of frame construction or other structure, and construction precision requires have deviation then to influence normal use slightly than higher.
The purpose of this utility model provides the outrigger formula lifting false work that a kind of easy to use, safe and reliable, expense is saved, applicability is wide.
The utility model mainly is provided with the drawknot bar 8 of quill 7 by cantilever steel girder 9, suspension ring 13, U type nut 11, steel pipe card 12, nut 10, reinforcing bar hoist cable 15, Chain block 14, an end and with vertical rod 2, web member 3, slide bar 16, scaffold floor 4, connection fastener, be welded into or set up the attaching frame 1 that forms with the base 6 that steel pipe is barricaded as and form with shaped steel.
Below in conjunction with accompanying drawing detailed description is made in enforcement of the present utility model.
Fig. 1 is that the frame 1 of bowing described in the utility model adheres to schematic diagram by cantilever steel girder 9, drawknot bar 8 and reinforcing bar hoist cable 15 with building.
Fig. 2 is the A-A view of the utility model Fig. 1.
Fig. 3 is the B-B view of the utility model Fig. 1.
Fig. 4 is that the utility model is along the horizontal overall plan view of a certain actual skin.
Fig. 5 is the C-C view of the utility model Fig. 1
According to Fig. 1, Fig. 2, shown in Figure 3, be welded into or set up the attaching frame 1 that forms with connection fastener many vertical rods 2, web member 3 with shaped steel with the base 6 that steel pipe is barricaded as, the both sides of the base 6 of attaching frame 1 are welded two suspension hooks 5 respectively, and the medial surface both sides of attaching frame 1 are respectively equipped with a slide bar 16; Each attaching frame 1 needs 9 two of cantilever steel girders, and an end of cantilever steel girder 9 is anchored on the floor or by pre-embedded bolt and is anchored on the building with U-bolt 11, bolt card 12, nut 10 by the floor hole to be provided, and the other end then stretches out outside the building; Be welded with 13, two suspension ring 13 of two suspension ring on the end cantilever steel girder 9 outside stretching out building and be respectively applied for suspension reinforcing bar hoist cable 15 and Chain block 14; The lower end of reinforcing bar hoist cable 15 is attached on the suspension ring 5 of base 6 of attaching frame 1, the upper end hangs on the suspension ring 13 that are welded in below the cantilever steel girder 9, the upper end of Chain block 14 hangs on another suspension ring 13 that are welded in cantilever steel girder 9 belows, and the reinforcing bar hoist cable 15 on another suspension ring 5 on lower end and the base 6 that is connected in attaching frame 1 is connected; The supporting of attaching frame 1 and lifting or decline realize by cantilever steel girder 9, reinforcing bar hoist cable 15 and Chain block 14; The quill 7 of drawknot bar 8 is set on the slide bar 16 of attaching frame 1, and this not only can make attaching frame 1 link to each other with building, and can keep the lifting of attaching frame 1 steady; When attaching frame 1 lifting, when the quill 7 of drawknot bar 8 is run into web member 2, can open quill, later again it is closed, when cantilever steel girder 9 is run into web member 2, can take web member 2 apart, later again it is loaded onto, behind attaching frame 1 lifting or decline first floor height, last layer or down the first floor face lay two cantilever steel girders 9 in addition, by upper strata or lower floor encorbelment steel-support and lifting or decline attaching frame 1, so go round and begin again then, can rise attaching frame 1 or descend on request, satisfy the requirement of structure construction and decoration construction scaffold.
According to shown in Figure 4, each attaching frame 1 is relatively independent, they are horizontal along skin, each attaching frame 1 is equipped with two cantilever steel girders 9, but when being in elevator shaft or other hoistway place, then need to use L shaped cantilever steel girder, see Fig. 5, L shaped cantilever steel girder 9 is anchored on the wall voluntarily by the L shaped shape of self.
The utility model is to use with the integral body that realizes each attaching frame 1 by cantilever steel girder 9, reinforcing bar hoist cable 15, Chain block 14 single lifting attaching frame 1, and therefore, it is easy construction not only, cost saving, and also safe and reliable, applicability is wide.

Claims (3)

1, a kind of outrigger supporting type lifting false work, it mainly by with vertical rod 2, web member 3, link fastener, be welded into or set up form a plurality of with base 6, scaffold floor 4 that steel pipe is barricaded as and form along the horizontal rectangle attaching frame 1 of skin, drawknot bar 8, lifting means with shaped steel, it is characterized in that:
(1), respectively is provided with a slide bar 16 parallel on the both sides of the medial surface of each attaching frame 1 with vertical rod 2;
(2), be provided with quill 7, the slide bar 16 through quill 7 fit attaching frame 1 makes attaching frame 1 link to each other with building in the termination of the drawknot bar 8 that links to each other with attaching frame 1;
(3), the supporting of each attaching frame 1 and lifting or descend by be provided with two one ends be anchored on the building another stretch out building outward cantilever steel girder 9 and be installed in these two reinforcing bar hoist cable 15, the Chain blocks 14 on the cantilever steel girder 9 that stretches out an end respectively and realize.
2, outrigger supporting type lifting false work according to claim 1, an end that it is characterized in that being anchored at the cantilever steel girder 9 on the building is to be anchored on the floor or by pre-embedded bolt and to be anchored on the building with nut 10 with U bolt 11, bolt card 12, nut 10 by the floor hole to be provided.
3, outrigger supporting type lifting false work according to claim 1, it is characterized in that cantilever steel girder 9 can according to the use position on the building make L type cantilever steel girder 9 '.
CN 01262575 2001-09-07 2001-09-07 Outrigger supporting type lifting scaffold Expired - Fee Related CN2494860Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 01262575 CN2494860Y (en) 2001-09-07 2001-09-07 Outrigger supporting type lifting scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 01262575 CN2494860Y (en) 2001-09-07 2001-09-07 Outrigger supporting type lifting scaffold

Publications (1)

Publication Number Publication Date
CN2494860Y true CN2494860Y (en) 2002-06-12

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 01262575 Expired - Fee Related CN2494860Y (en) 2001-09-07 2001-09-07 Outrigger supporting type lifting scaffold

Country Status (1)

Country Link
CN (1) CN2494860Y (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101852008A (en) * 2010-06-04 2010-10-06 刘玉伟 Lifting scaffold device
CN101858151A (en) * 2010-06-13 2010-10-13 方树洪 Safe walkway of shed frame of building
CN103821136A (en) * 2014-03-12 2014-05-28 中国建筑第八工程局有限公司 Suspended single row scaffold and construction method thereof
CN105587115A (en) * 2015-12-17 2016-05-18 上海建工五建集团有限公司 Climbing frame fixing device and method for preventing exterior finish from being damaged
CN109356375A (en) * 2018-10-23 2019-02-19 中建四局第六建筑工程有限公司 A kind of attachment type raise scaffold support construction for high Stilt layer structure
CN109403610A (en) * 2018-12-27 2019-03-01 北京城建北方集团有限公司 Move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101852008A (en) * 2010-06-04 2010-10-06 刘玉伟 Lifting scaffold device
CN101858151A (en) * 2010-06-13 2010-10-13 方树洪 Safe walkway of shed frame of building
CN101858151B (en) * 2010-06-13 2011-09-07 方树洪 Safe walkway of shed frame of building
CN103821136A (en) * 2014-03-12 2014-05-28 中国建筑第八工程局有限公司 Suspended single row scaffold and construction method thereof
CN105587115A (en) * 2015-12-17 2016-05-18 上海建工五建集团有限公司 Climbing frame fixing device and method for preventing exterior finish from being damaged
CN109356375A (en) * 2018-10-23 2019-02-19 中建四局第六建筑工程有限公司 A kind of attachment type raise scaffold support construction for high Stilt layer structure
CN109403610A (en) * 2018-12-27 2019-03-01 北京城建北方集团有限公司 Move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition

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C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee