CN202954554U - Lifting hanging device of attached type lifting scaffold - Google Patents

Lifting hanging device of attached type lifting scaffold Download PDF

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Publication number
CN202954554U
CN202954554U CN 201220621828 CN201220621828U CN202954554U CN 202954554 U CN202954554 U CN 202954554U CN 201220621828 CN201220621828 CN 201220621828 CN 201220621828 U CN201220621828 U CN 201220621828U CN 202954554 U CN202954554 U CN 202954554U
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CN
China
Prior art keywords
suspension centre
lifting
guide rail
main frame
rail main
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 201220621828
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Chinese (zh)
Inventor
沈威
倪宏达
王军
夏晓军
高李军
宋民伟
王杰
王全逵
刘坤
戴军
马力
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.)
China Construction Second Engineering Bureau Co Ltd
Fourth Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltc
Original Assignee
China Construction Second Engineering Bureau Co Ltd
Fourth Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltc
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 China Construction Second Engineering Bureau Co Ltd, Fourth Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltc filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN 201220621828 priority Critical patent/CN202954554U/en
Application granted granted Critical
Publication of CN202954554U publication Critical patent/CN202954554U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a lifting hanging device of an attached type lifting scaffold. The lifting hanging device comprises a lifting hanging frame connected with an attached type lifting scaffold frame body and an electric hoister hanging hook. The attached type lifting scaffold frame body comprises a guide rail main frame, a horizontal supporting frame, a bottom supporting rod and a diagonal bridging. The lifting hanging device is characterized in that the lifting hanging frame is arranged above a second step frame of the guide rail main frame and comprises a horizontal rod connecting seat, horizontal connecting rods, a double-tube hanging point upper connecting seat, a lower hanging point long connecting rod, a lower hanging point right connecting seat, a lower hanging point short connecting rod, a lower hanging point left connecting seat, and double steel tubes, upper ends of the double steel tubes are connected with the upper end of the guide rail main frame, lower ends of the double steel tubes are connected with the bottom supporting rod, and upper portions of the double steel tubes are connected with the double-tube hanging point upper connecting seat. According to the lifting hanging device, double-tube hanging points are connected with the frame body stably, and safety coefficient is high. The lifting hanging device is suitable for different climates in different areas, saves labor in climb lifting processes, reduces material cost, and greatly improves construction safety.

Description

The lifting erecting by overhang of attachment type raise scaffold
Technical field
The utility model relates to a kind of lifting erecting by overhang, particularly a kind of lifting erecting by overhang that is applied to the attachment type raise scaffold in the work high above the ground construction.
Background technology
At present, in known construction, external scaffolding comparatively commonly used has console mode scaffold and profile steel overhanging scaffold.The console mode scaffold has significant limitation for scaffolding height, often can not meet the requirement of setting up of present high level and super highrise building, and also comparatively unfavorable for use amount and the turnover of material, also high to the solidity requirement of the face of landing; The lifting erecting by overhang of existing attachment type raise scaffold is connected unstable with support body, the quality of fastener own is uneven in addition, and safety factor is lower, support body easily occurs in artificial lifting process and topple; Although the profile steel overhanging scaffold can meet the outrigger demand of highrise building, its waste for material, set up with use procedure in potential safety hazard and higher expense often be difficult to promote.
The utility model content
In order to overcome the deficiency of traditional external application scaffold in existing construction, the utility model provides a kind of lifting erecting by overhang that improves attachment type raise scaffold, advanced practical, safe and reliable, easy to use, the environmental protection of this device and can make support body there is good stability, member is with low cost can be reused, while being intended to solve traditional attaching scaffold lifting, safety factor is low, is difficult to the problem that keeps stable.
It is as follows that the utility model solves the technical scheme that its technical problem adopts:
A kind of lifting erecting by overhang of attachment type raise scaffold, comprise the lifting pylon and the electric hoist suspension hook that are connected with the attachment type raise scaffold support body, described attachment type raise scaffold support body comprises guide rail main frame, horizontal support framework, the bar of revealing all the details, bridging, it is characterized by: described lifting pylon is arranged on the second step frame top of guide rail main frame, promote pylon and comprise the horizon bar Connection Block, horizontal brace rod, two-tube suspension centre upper connecting base, the long connecting rod of lower suspension centre, the right Connection Block of lower suspension centre, the short connecting rod of lower suspension centre, the left Connection Block of lower suspension centre, two steel pipes, described pair of steel pipe is two parallel steel pipes, its upper end is connected with the upper end of guide rail main frame, its lower end is connected with the bar of revealing all the details of attachment type raise scaffold support body, the top of described pair of steel pipe is connected with two-tube suspension centre upper connecting base, the middle part of two-tube suspension centre upper connecting base is connected with-electric hoist suspension hook, the right of two-tube suspension centre upper connecting base and the long connecting rod of lower suspension centre are hinged, the lower end of the long connecting rod of lower suspension centre is connected with the vertical rod of attachment type raise scaffold support body through the right Connection Block of lower suspension centre, the left side of two-tube suspension centre upper connecting base and the short connecting rod of lower suspension centre are hinged, the lower end of the short connecting rod of lower suspension centre is connected with another vertical rod of attachment type raise scaffold support body through the left Connection Block of lower suspension centre, the left side of two-tube suspension centre upper connecting base also is connected with horizontal brace rod, the left end of horizontal brace rod is connected with the guide rail main frame through the horizon bar Connection Block.
The distance at described lifting suspender member center to guide rail main frame center is 350mm.
The beneficial effects of the utility model are, two-tube suspension centre and support body stable connection, safety factor are high, can in main structure construction, accomplish that the upper strata formwork is built, the middle level form removal turns material, lower floor's abutment wall is built by laying bricks or stones, and different operations are independent of each other.Saved the labour in lifting process, reduced Master Cost, construction safety promotes greatly simultaneously.
The accompanying drawing explanation
Fig. 1 is the position view that the utility model promotes pylon.
Fig. 2 is the position view that the utility model promotes another visual angle of pylon.
Fig. 3 is the structure and connection diagram that the utility model promotes pylon.
Reference numeral: reveal all the details bar, 4-of 1-guide rail main frame, 2-vertical rod, 3-promotes under pylon, 4.1-horizon bar Connection Block, 4.2-horizontal brace rod, the two-tube suspension centre upper connecting base of 4.3-, 4.4-under the long connecting rod of suspension centre, 4.5-under the right Connection Block of suspension centre, 4.6-the left Connection Block of suspension centre, 4.8-pair steel pipes, 5-bridging, 6--electric hoist suspension hook under the short connecting rod of suspension centre, 4.7-.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is further illustrated.
As shown in Figure 1, Figure 2, Figure 3 shows, the utility model provides a kind of lifting erecting by overhang of attachment type raise scaffold, comprise the lifting pylon 4 and the electric hoist suspension hook 11 that are connected with the attachment type raise scaffold support body, the attachment type raise scaffold support body comprises guide rail main frame 1, horizontal support framework 2, the bar 3 of revealing all the details, bridging 5, promote the second step frame top that pylon 4 is arranged on guide rail main frame 1, promote pylon 4 and comprise horizon bar Connection Block 4.1, horizontal brace rod 4.2, two-tube suspension centre upper connecting base 4.3, the long connecting rod 4.4 of lower suspension centre, the right Connection Block 4.5 of lower suspension centre, the short connecting rod 4.6 of lower suspension centre, the left Connection Block 4.7 of lower suspension centre, two steel pipes 4.8, two steel pipes 4.8 are two parallel steel pipes, its upper end is connected with the upper end of guide rail main frame 1, its lower end is connected with the bar 3 of revealing all the details of attachment type raise scaffold support body, the top of two steel pipes 4.8 is connected with two-tube suspension centre upper connecting base 4.3, the middle part of two-tube suspension centre upper connecting base 4.3 is connected with-electric hoist suspension hook 6, the right of two-tube suspension centre upper connecting base 4.3 and the long connecting rod 4.4 of lower suspension centre are hinged, the lower end of the long connecting rod 4.4 of lower suspension centre is connected with the vertical rod 2 of attachment type raise scaffold support body through the right Connection Block 4.5 of lower suspension centre, the left side of two-tube suspension centre upper connecting base 4.3 and the short connecting rod 4.6 of lower suspension centre are hinged, the lower end of the short connecting rod 4.6 of lower suspension centre is connected with another vertical rod 2 of attachment type raise scaffold support body through the left Connection Block 4.7 of lower suspension centre, the left side of two-tube suspension centre upper connecting base 4.3 also is connected with horizontal brace rod 4.2, the left end of horizontal brace rod 4.2 is connected with guide rail main frame 1 through horizon bar Connection Block 4.1.The distance that promotes suspender member 4 centers to guide rail main frame 1 center is 350mm.
The utility model is applied in site operation, should carry out in the following order:
The hoisting guiding rail main frame:
After horizontal support framework 2 assembling parts, the hoisting guiding rail main frame 1 subsequently, wants the choose reasonable suspension centre during lifting, with can vertical lift.Guide rail main frame 1 is connected by connector M20 * 80 bolts with horizontal supporting framework 2, in horizontal supporting framework 2 bottoms, with the bar 3 of revealing all the details, pierces in guide rail main frame 1, catches horizontal support framework 2, then buckles with fastener.
The assembling support body:
Assemble by cross vertical rod 2, first set up two steps (or three steps) support body for main body construction.Support body is set up along with the rising of main body and is progressively upwards set up, and guarantees all the time to surpass operation layer one step frame.Support body is set up and is adopted f48 * 3.5mm steel pipe, the advance of vertical rod 2 is 1500mm, transfer is 900mm, the step height is 1800mm, the joint of vertical rod 2 must adopt docking, and clasp is answered to interlaced arrangement, and the joint of two adjacent vertical rods 2 should not be located at synchronous same across interior, the distance that the joint of two adjacent vertical rods 2 staggers in short transverse is not less than 500mm, and the distance of each joint center to center distance host node is not more than 1/3 of step pitch.Spacing between group and group is 250mm, in every one deck support body outside, guard rail 6(height 1200mm must be set) and sealed bottom plate 10(height 180mm).
Assembling promotes lower erecting by overhang:
Promote the second step frame top that suspender member 4 is arranged on guide rail main frame 1, must guarantee during installation that promoting suspender member 4 centers to guide rail main frame 1 center is 350mm.This promotes suspender member 4 and take two steel pipes 4.8 as the load axle, its upper end is connected with the upper end of guide rail main frame 1, and its lower end is connected with the bar 3 of revealing all the details of attachment type raise scaffold support body.After having connected, the middle part of two-tube suspension centre upper connecting base 4.3 is connected with electric hoist suspension hook 11, afterwards that its right is hinged with the long connecting rod 4.4 of lower suspension centre, and the lower end that makes the long connecting rod 4.4 of lower suspension centre is through the right Connection Block 4.5 of lower suspension centre and fixation after the vertical rod of attachment type raise scaffold support body is connected; Its bottom, left side is hinged with the short connecting rod 4.6 of lower suspension centre, the lower end of the short connecting rod 4.6 of lower suspension centre is through the left Connection Block 4.7 of lower suspension centre and fixation after another vertical rod of attachment type raise scaffold support body is connected, finally the top, the left side of two-tube suspension centre upper connecting base 4.3 is connected with horizontal brace rod 4.2, the left end of horizontal brace rod 4.2 is through horizon bar Connection Block 4.1 and fixation after guide rail main frame 1 is connected.
Support body is removed:
Dismounting is sequentially: the outer protection safety net of a few step framves in support body top, remove a few step framves outside bridging 5, and remove scaffold floor in the step frame of top, remove vertical rod 2, remove guide rail main frame 1, repeat above-mentioned steps, progressively down remove support body.
More than be described as preferred embodiment of the present utility model; to one skilled in the art; the specifications parameter of its various members and installing/dismounting mode thereof can be changed according to on-the-spot different demands, replaced, improvement etc., and within should listing protection domain of the present utility model in.

Claims (2)

1. the lifting erecting by overhang of an attachment type raise scaffold, comprise the lifting pylon (4) and the electric hoist suspension hook (6) that are connected with the attachment type raise scaffold support body, described attachment type raise scaffold support body comprises guide rail main frame (1), vertical rod (2), reveal all the details bar (3) and bridging (5), it is characterized in that: described lifting pylon (4) is arranged on the second step frame top of guide rail main frame (1), promote pylon (4) and comprise horizon bar Connection Block (4.1), horizontal brace rod (4.2), two-tube suspension centre upper connecting base (4.3), the long connecting rod of lower suspension centre (4.4), the right Connection Block of lower suspension centre (4.5), the short connecting rod of lower suspension centre (4.6), the left Connection Block of lower suspension centre (4.7) and two steel pipe (4.8), described pair of steel pipe (4.8) is two parallel steel pipes, its upper end is connected with the upper end of guide rail main frame (1), its lower end is connected with the bar of revealing all the details (3) of attachment type raise scaffold support body, the top of two steel pipes (4.8) is connected with two-tube suspension centre upper connecting base (4.3), the middle part of two-tube suspension centre upper connecting base is connected with-electric hoist suspension hook 6, the right of two-tube suspension centre upper connecting base and the long connecting rod of lower suspension centre (4.4) are hinged, the lower end of the long connecting rod of lower suspension centre (4.4) is connected with the vertical rod (2) of attachment type raise scaffold support body through the right Connection Block of lower suspension centre (4.5), the left side of two-tube suspension centre upper connecting base (4.3) and the short connecting rod of lower suspension centre (4.6) are hinged, the lower end of the short connecting rod of lower suspension centre (4.6) is connected with another vertical rod (2) of attachment type raise scaffold support body through the left Connection Block of lower suspension centre (4.7), the left side of two-tube suspension centre upper connecting base (4.3) also is connected with horizontal brace rod (4.2), the left end of horizontal brace rod (4.2) is connected with guide rail main frame (1) through horizon bar Connection Block (4.1).
2. the lifting erecting by overhang of attachment type raise scaffold according to claim 1, it is characterized in that: described two-tube suspension centre (4.1) center to guide rail main frame (1) center is 350mm.
CN 201220621828 2012-11-22 2012-11-22 Lifting hanging device of attached type lifting scaffold Expired - Fee Related CN202954554U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220621828 CN202954554U (en) 2012-11-22 2012-11-22 Lifting hanging device of attached type lifting scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220621828 CN202954554U (en) 2012-11-22 2012-11-22 Lifting hanging device of attached type lifting scaffold

Publications (1)

Publication Number Publication Date
CN202954554U true CN202954554U (en) 2013-05-29

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220621828 Expired - Fee Related CN202954554U (en) 2012-11-22 2012-11-22 Lifting hanging device of attached type lifting scaffold

Country Status (1)

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CN (1) CN202954554U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105089262A (en) * 2014-05-22 2015-11-25 马永洪 All steel-structure implementary scaffold

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105089262A (en) * 2014-05-22 2015-11-25 马永洪 All steel-structure implementary scaffold

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

Granted publication date: 20130529

Termination date: 20141122

EXPY Termination of patent right or utility model