CN2589584Y - Hydraulic lifting scaffold - Google Patents

Hydraulic lifting scaffold Download PDF

Info

Publication number
CN2589584Y
CN2589584Y CN 02293117 CN02293117U CN2589584Y CN 2589584 Y CN2589584 Y CN 2589584Y CN 02293117 CN02293117 CN 02293117 CN 02293117 U CN02293117 U CN 02293117U CN 2589584 Y CN2589584 Y CN 2589584Y
Authority
CN
China
Prior art keywords
track
fluctuating orbit
operating platform
outer end
lifting
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 02293117
Other languages
Chinese (zh)
Inventor
花周建
耿裕华
陈健
陈宝书
沈毅
季云优
陈进
季伟
王国林
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.)
Nantong No4 Building Installation Engrg Co Ltd
Original Assignee
Nantong No4 Building Installation Engrg 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 Nantong No4 Building Installation Engrg Co Ltd filed Critical Nantong No4 Building Installation Engrg Co Ltd
Priority to CN 02293117 priority Critical patent/CN2589584Y/en
Application granted granted Critical
Publication of CN2589584Y publication Critical patent/CN2589584Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Movable Scaffolding (AREA)

Abstract

The utility model relates to a hydraulic lifting scaffold. A steel reinforcement is pre-embedded in a floor surface, a lifting track is connected to the floor surface through the pre-embedded steel reinforcement and extends out of the outer side of a wall body, and a track is arranged at the end part outside the lifting track. An inner vertical rod of an operating platform is arranged in the track at the outer end of the lifting track, a cantilever beam is fixedly arranged on the floor surface through the pre-embedded steel reinforcement and extends outside the wall body to connect the upper end of a climbing rod at the outer end of the cantilever beam, and a bidirectional hydraulic jack is fixed to the operating platform and is inserted with the climbing rod. The utility model, which uses the hydraulic lifting scaffold, has the advantage of convenient, flexible and quick lifting.

Description

The hydraulic lifting scaffold
The utility model relates to scaffold for building.
Present scaffold for building, the oscilaltion of operating platform seems that difficultly, the time is long again.
The purpose of this utility model is to overcome above-mentioned weak point and the hydraulic lifting scaffold is provided, and the lifting of operating platform is convenient, flexible, and is rapid again.
Description of the present utility model is as follows: embedded bar on building floor aspect in the outer part, fluctuating orbit is connected on the floor aspect by embedded bar, and stretches out the building wall outside.There is track end, fluctuating orbit outside.Make operating platform with 4-6 standard knot by steel pipe and fastener.The inboard montant of operating platform can slide up and down in the track of 2-4 root fluctuating orbit outer end.In the outside of operating platform catch fan or protective screening are housed.Also be installed with semi girder by embedded bar on building floor aspect in the outer part, semi girder stretches out outside the body of wall equally.Upper end in semi girder outer end and pole-climbing is connected.The bidirectional hydraulic jack is fixed on the nethermost operating platform.Insert pole-climbing in the bidirectional hydraulic jack, start hydraulic control, the bidirectional hydraulic jack just moves up and down in pole-climbing, drives operating platform simultaneously and moves up and down.
Description of drawings:
Figure is the structure chart of hydraulic lifting scaffold of the present utility model.1-body of wall among the figure, 2-floor, 3-embedded bar, vertical rod in the 4-semi girder, 5-operating platform, 6-fluctuating orbit, outer vertical rod of 7-operating platform and guard system, 8-operating platform, 9-pole-climbing, the two-way lifting jack of 10-.
Embodiment makes like this: embedded bar (3) on building floor aspect in the outer part, embedded bar can be made inverted U-shaped, one of fluctuating orbit (6) stretches in embedded bar inverted U-shaped, fixes with chock, and the outside of building wall (1) is stretched out in the other end of fluctuating orbit (6).There is groove the same side of end, fluctuating orbit outside, and the groove of 2-4 root fluctuating orbit (6) is on same upright position.Make operating platform (8) with 4-6 standard knot by steel pipe and fastener.Vertical rod (5) slides up and down as track in the groove of 2-4 root fluctuating orbit (6) one sides in the operating platform.Also by embedded bar semi girder (4) is installed on building floor aspect in the outer part, semi girder (4) stretches out outside the body of wall (1) equally.Upper end in semi girder (4) outer end and pole-climbing (9) is connected.Bidirectional hydraulic jack (10) is fixed on the operating platform (8).In bidirectional hydraulic jack (10), insert pole-climbing (9).Start hydraulic control, bidirectional hydraulic jack (10) just moves up and down in pole-climbing (9), and (8) do oscilaltion to drive operating platform simultaneously.
Advantage of the present utility model: use hydraulic lifting scaffold, lifting is convenient, flexible, again rapid.

Claims (2)

1, hydraulic lifting scaffold, it is characterized in that embedded bar on the floor aspect, fluctuating orbit is connected on the floor aspect by embedded bar, and stretch out wall outer side, there is track end, fluctuating orbit outside, the interior vertical rod of operating platform is in the track of fluctuating orbit outer end, on the floor aspect, also be installed with semi girder by embedded bar, semi girder stretches out outside the body of wall, upper end in semi girder outer end and pole-climbing is connected, the bidirectional hydraulic jack is fixed on the operating platform, inserts pole-climbing in the bidirectional hydraulic jack.
2, hydraulic lifting scaffold according to claim 1, the track that it is characterized in that the fluctuating orbit outer end are that the same side, fluctuating orbit outer end has groove, and the groove of 2-4 root fluctuating orbit is on same upright position.
CN 02293117 2002-12-30 2002-12-30 Hydraulic lifting scaffold Expired - Fee Related CN2589584Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 02293117 CN2589584Y (en) 2002-12-30 2002-12-30 Hydraulic lifting scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 02293117 CN2589584Y (en) 2002-12-30 2002-12-30 Hydraulic lifting scaffold

Publications (1)

Publication Number Publication Date
CN2589584Y true CN2589584Y (en) 2003-12-03

Family

ID=33751212

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 02293117 Expired - Fee Related CN2589584Y (en) 2002-12-30 2002-12-30 Hydraulic lifting scaffold

Country Status (1)

Country Link
CN (1) CN2589584Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104018658A (en) * 2014-06-16 2014-09-03 江苏溧阳建设集团有限公司 Hydraulic lifting building scaffold
CN104295083A (en) * 2014-10-11 2015-01-21 中建八局大连建设工程有限公司 Guidance and hanging separated cantilever beam composite structure of integrated climbing frame

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104018658A (en) * 2014-06-16 2014-09-03 江苏溧阳建设集团有限公司 Hydraulic lifting building scaffold
CN104018658B (en) * 2014-06-16 2016-01-27 江苏溧阳建设集团有限公司 A kind of building scaffold of hydraulic elevation type
CN104295083A (en) * 2014-10-11 2015-01-21 中建八局大连建设工程有限公司 Guidance and hanging separated cantilever beam composite structure of integrated climbing frame

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Legal Events

Date Code Title Description
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