CN112982943A - Wall-attached multi-layer all-steel climbing frame structure of building - Google Patents

Wall-attached multi-layer all-steel climbing frame structure of building Download PDF

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Publication number
CN112982943A
CN112982943A CN202110390793.2A CN202110390793A CN112982943A CN 112982943 A CN112982943 A CN 112982943A CN 202110390793 A CN202110390793 A CN 202110390793A CN 112982943 A CN112982943 A CN 112982943A
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CN
China
Prior art keywords
climbing frame
steel
layer
building
wall
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.)
Pending
Application number
CN202110390793.2A
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Chinese (zh)
Inventor
向俊华
余磊
李洪元
付锡井
韩鹏宇
卢胜金
朱文兵
李皇旗
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Sinohydro Bureau 9 Co Ltd
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Sinohydro Bureau 9 Co Ltd
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Publication date
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Priority to CN202110390793.2A priority Critical patent/CN112982943A/en
Publication of CN112982943A publication Critical patent/CN112982943A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • E04G3/32Hoisting devices; Safety devices
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/14Railings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/14Railings
    • E04G2005/148Railings latticed or netted

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention relates to a wall-attached multi-layer all-steel climbing frame structure of a building, which comprises a climbing frame, a traction machine and a pair of track trusses, wherein the climbing frame is hung on a steel wire rope of the traction machine, the climbing frame comprises a plurality of layers of laminates which are arranged at equal intervals along the vertical direction from top to bottom, the adjacent two layers of laminates are connected through a supporting rod, rollers are respectively arranged on the left side and the right side of each layer of laminate, the track trusses comprise track upright posts which are inserted on the ground, the rollers are in rolling friction fit with the outer surfaces of the track upright posts, speed limiters are arranged on the traction machine, protective nets are covered on the rear side and the left side and the right. By adopting the technical scheme, objects falling from the climbing frame can be prevented by arranging the protective net, the first channel steel and the second channel steel are matched with each other, the speed limiter is arranged on the traction machine, and the buffer assembly is arranged below the climbing frame, so that the climbing frame can be prevented from accidentally falling, the loss or damage caused by falling of the climbing frame can be reduced, and the safety is improved.

Description

Wall-attached multi-layer all-steel climbing frame structure of building
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to a wall-attached multi-layer all-steel climbing frame structure of a building.
Background
The climbing frame, also called lifting frame, can be divided into several main types such as hydraulic type, electrodynamic type, manual pull type and the like according to the power source, is a novel scaffold system developed in recent years, is mainly applied to high-rise shear wall type floors, and can ascend or descend along buildings. This system makes the scaffold technology completely improved: firstly, the frame does not need to be turned over; and secondly, the dismounting and mounting process of the scaffold is eliminated, namely the scaffold is used until the construction is finished after one-time assembly, and is not limited by the height of a building, so that the manpower and the materials are greatly saved. For example, publication numbers are: the patent document of "CN 203559571U" discloses a climbing frame used in building construction, which comprises a base, a column rail and a main frame outer column, wherein the column rail and the main frame outer column are vertically fixed on the base, and the upper end and the lower end of the column rail are respectively connected through a first connecting piece and a second connecting piece; and a horizontal truss is arranged between the upright post track and the outer upright post of the main frame, and a laminate assembly is laid at the corresponding position. The technical scheme described in the patent document has the advantages of convenience in installation, simplicity in operation and the like, and has good social and economic benefits, however, accidents occur on the construction site for many times in the existing lifting type climbing frame, and major casualty accidents are caused by overloading of goods loading on the climbing frame and high-speed falling on the ground due to the fact that the climbing frame cannot be reliably locked or is not high, and therefore the existing climbing frame safety protection means are few.
Disclosure of Invention
In order to solve the technical problem, the invention provides a wall-attached multi-layer all-steel climbing frame structure of a building.
The invention provides a wall-attached multi-layer all-steel climbing frame structure of a building, which comprises a climbing frame, a tractor and a pair of track trusses, wherein the tractor is installed at the top of the building, the track trusses are arranged along the outer wall of the building, the climbing frame is hung on a steel wire rope of the tractor, the climbing frame is arranged between the track trusses, the climbing frame comprises a plurality of layers of laminates which are arranged at equal intervals along the vertical direction from top to bottom, the two adjacent layers of laminates are connected together through a plurality of pairs of supporting rods which are mutually crossed and hinged, the left side and the right side of each layer of laminate are respectively provided with a roller, the track trusses comprise track upright posts which are inserted into the ground, the rollers are in rolling friction fit with the outer surfaces of the track upright posts, the tractor is provided with a speed limiter, the rear side and the left side and the right side.
The buffer assembly comprises a pressure-resistant plate, a buffer cushion, a bearing plate and a load box with an opening at the upper end, the bearing plate is connected into the load box through an elastic piece, and the pressure-resistant plate and the buffer cushion are both accommodated in the load box and sequentially paved on the bearing plate from top to bottom.
The elastic piece is a cylindrical spiral compression spring.
The protective net is made of plastic woven cloth.
The cushion pad is made of natural rubber, butadiene rubber or isoprene rubber.
A foam cushion layer is further arranged in the load box and arranged between the cushion pad and the bearing plate.
The number of the laminated plate assemblies is 4 to 5, and the interlayer spacing between two adjacent layers of the laminated plate assemblies is consistent with the interlayer spacing of a multi-storey building.
The rail upright post is made of No. 12 channel steel.
The building wall-attached multilayer all-steel climbing frame structure further comprises an attached plate fixed on the outer wall of the building through expansion bolts, a first channel steel is fixedly connected onto the attached plate, slide rails and a support plate are fixedly connected to the left side and the right side of the attached plate, a second channel steel is sleeved on the slide rails, the width of the first channel steel is larger than that of the second channel steel, a rack is fixedly connected onto the second channel steel, and a gear is mounted on the support plate and is meshed with the rack.
Reinforcing rib plates are further welded between the upper side and the lower side of the first channel steel and the wall attaching plate.
The invention has the beneficial effects that: by adopting the technical scheme of the invention, construction tools or raw materials can be prevented from falling from the climbing frame by covering the protective screens at the rear side and the left side and the right side of the climbing frame, the safety of ground construction personnel is protected, when the climbing frame is lifted to a floor corresponding to a building, the second channel steel can be extended and sleeved in the first channel steel through the rotating gear, the climbing frame is prevented from falling, the safety of the personnel in the climbing frame is ensured, the rapid falling of the climbing frame can be prevented by installing the speed limiter on the traction machine, the climbing frame is stably lifted, the safety of the personnel in the climbing frame is further ensured, when the climbing frame abnormally falls, the buffer pads, the foam cushion layers and the elastic pieces all play the roles of buffering and absorbing impact force for the rapid falling of the climbing frame, the personnel in the climbing frame can be prevented from being greatly impacted in the rapid falling process, and the secondary accidents caused by crushing, impact or vibration caused by the falling of the climbing frame and impacting the ground are prevented, the safety of the people inside and outside the climbing frame is protected, and the safety of the climbing frame is improved by adopting various safety protection means.
Drawings
FIG. 1 is a front view of the present invention;
FIG. 2 is a schematic view of the construction of the cushioning assembly of the present invention;
fig. 3 is a schematic view of a connection structure of a first channel steel and a second channel steel according to the present invention.
In the figure: 1-climbing frame, 2-traction machine, 3-track truss, 4-steel wire rope, 5-laminate, 6-supporting rod, 7-roller, 8-track upright post, 9-speed limiter, 10-protective net, 11-buffer component, 12-pressure-resistant plate, 13-buffer pad, 14-bearing plate, 15-elastic piece, 16-load box, 17-foam cushion layer, 18-steel wire rope dewatering and rust-preventing device, 19-expansion bolt, 20-wall-attached plate, 21-first channel steel, 22-sliding rail, 23-bearing plate, 24-second channel steel, 25-rack, 26-gear, 27-handle and 28-reinforcing rib plate.
Detailed Description
The technical solution of the present invention is further explained with reference to the accompanying drawings, but the claimed protection scope is not limited thereto;
the invention provides a wall-attached multi-layer all-steel climbing frame structure of a building, which is shown in figures 1, 2 and 3 and comprises a climbing frame 1, install hauler 2 at the building top and a pair of track truss 3 that sets up along the building outer wall, climb frame 1 and hang on hauler 2's wire rope 4 and climb frame 1 and set up between this pair of track truss 3, climb frame 1 and include the multilayer plywood 5 of arranging along the vertical direction of top-down equidistance, adjacent two-layer plywood 5 links together through intercrossing articulated many pairs of supporting rod 6 together, gyro wheel 7 is installed respectively to every layer of plywood 5 left and right sides, track truss 3 is including inserting the rail stand 8 that stands on ground, gyro wheel 7 and the cooperation of rail stand 8 surface rolling friction, install overspeed governor 9 on the hauler 2, it has protection network 10 to climb frame 1 rear side and left and right sides cover, climb and be provided with buffer unit 11 on the ground under frame 1.
In addition, the buffer assembly 11 includes a pressure-resistant plate 12, a buffer pad 13, a bearing plate 14 and a load box 16 with an opening at the upper end, the bearing plate 14 is connected in the load box 16 through an elastic member 15, and the pressure-resistant plate 12 and the buffer pad 13 are both accommodated in the load box 16 and sequentially laid on the bearing plate 14 from top to bottom. Preferably, the elastic member 15 is a cylindrical helical compression spring. The material of the protection net 10 is plastic woven cloth. The cushion pad 13 is made of natural rubber, butadiene rubber or isoprene rubber. A foam cushion layer 17 is further arranged in the load box 16, and the foam cushion layer 17 is arranged between the cushion pad 13 and the bearing plate 14. The support rod 6 is made of a steel pipe with a nominal diameter of not less than 80 mm.
In addition, the number of the ply 5 components is 4 to 5, and the inter-storey distance of two adjacent ply 5 components is identical to the inter-storey distance of a multi-storey building. The rail upright post 8 is made of No. 12 channel steel. The steel wire rope 4 on the tractor 2 adopts a waterproof steel wire, and a steel wire rope dewatering and rust preventing device 18 is arranged at the top of the building.
Further, the building attaches wall multilayer all-steel and climbs frame structure and still includes and is fixed in the outer wall of building through expansion bolts 19 and attaches wallboard 20, attaches first channel-section steel 21 of fixedly connected with on wallboard 20, 5 left and right sides of plywood still fixedly connected with slide rail 22 and bearing plate 23, the second channel-section steel 24 of registrates on the slide rail 22, first channel-section steel 21 width is greater than the 24 width of second channel-section steel, fixedly connected with rack 25 on the second channel-section steel 24, install gear 26 on the bearing plate 23, gear 26 and rack 25 intermeshing. A handle 27 is also fixedly mounted on the gear 26. Reinforcing rib plates 28 are welded between the upper and lower sides of the first channel steel 21 and the wall attaching plate 20.
By adopting the technical scheme of the invention, construction tools or raw materials can be prevented from falling from the climbing frame by covering the protective screens at the rear side and the left side and the right side of the climbing frame, the safety of ground construction personnel is protected, when the climbing frame is lifted to a floor corresponding to a building, the second channel steel can be extended and sleeved in the first channel steel through the rotating gear, the climbing frame is prevented from falling, the safety of the personnel in the climbing frame is ensured, the rapid falling of the climbing frame can be prevented by installing the speed limiter on the traction machine, the climbing frame is stably lifted, the safety of the personnel in the climbing frame is further ensured, when the climbing frame abnormally falls, the buffer pads, the foam cushion layers and the elastic pieces all play the roles of buffering and absorbing impact force for the rapid falling of the climbing frame, the personnel in the climbing frame can be prevented from being greatly impacted in the rapid falling process, and the secondary accidents caused by crushing, impact or vibration caused by the falling of the climbing frame and impacting the ground are prevented, the safety of the people inside and outside the climbing frame is protected, and the safety of the climbing frame is improved by adopting various safety protection means.

Claims (10)

1. The utility model provides a building attaches full steel of wall multilayer and climbs frame structure which characterized in that: the steel wire rope traction frame comprises a climbing frame (1), a traction machine (2) installed at the top of a building and a pair of rail trusses (3) arranged along the outer wall of the building, wherein the climbing frame (1) is hung on a steel wire rope (4) of the traction machine (2) and arranged between the pair of rail trusses (3), the climbing frame (1) comprises a plurality of layers of laminates (5) which are arranged at equal intervals along the vertical direction from top to bottom, two adjacent layers of laminates (5) are connected together through a plurality of pairs of supporting rods (6) which are mutually crossed and hinged, rollers (7) are respectively installed on the left side and the right side of each layer of laminate (5), the rail trusses (3) comprise rail upright posts (8) which are inserted and erected on the ground, the rollers (7) are in rolling friction fit with the outer surfaces of the rail upright posts (8), a speed limiter (9) is installed on the traction machine (2), and protective nets (10) cover the rear side, a buffer component (11) is arranged on the ground right below the climbing frame (1).
2. The building wall-attached multi-layer all-steel climbing frame structure according to claim 1, characterized in that: the buffer assembly (11) comprises a pressure-resistant plate (12), a buffer pad (13), a bearing plate (14) and a load box (16) with an opening at the upper end, the bearing plate (14) is connected into the load box (16) through an elastic piece (15), and the pressure-resistant plate (12) and the buffer pad (13) are accommodated in the load box (16) and sequentially paved on the bearing plate (14) from top to bottom.
3. The building wall-attached multi-layer all-steel climbing frame structure according to claim 2, wherein: the elastic piece (15) is a cylindrical spiral compression spring.
4. The building wall-attached multi-layer all-steel climbing frame structure according to claim 1, characterized in that: the protective net (10) is made of plastic woven cloth.
5. The building wall-attached multi-layer all-steel climbing frame structure according to claim 2, wherein: the cushion pad (13) is made of natural rubber, butadiene rubber or isoprene rubber.
6. The building wall-attached multi-layer all-steel climbing frame structure according to claim 2, wherein: a foam cushion layer (17) is further arranged in the load box (16), and the foam cushion layer (17) is arranged between the cushion pad (13) and the bearing plate (14).
7. The building wall-attached multi-layer all-steel climbing frame structure according to claim 1, characterized in that: the number of the laminated plate (5) components is 4-5, and the interlayer spacing of the two adjacent laminated plate (5) components is consistent with the interlayer spacing of a multi-storey building.
8. The building wall-attached multi-layer all-steel climbing frame structure according to claim 1, characterized in that: the rail upright post (8) is made of No. 12 channel steel.
9. The building wall-attached multi-layer all-steel climbing frame structure according to claim 1, characterized in that: the wall-attached multi-layer all-steel climbing frame structure of the building further comprises an attached wall plate (20) fixed to the outer wall of the building through expansion bolts (19), a first channel steel (21) is fixedly connected to the attached wall plate (20), sliding rails (22) and supporting plates (23) are fixedly connected to the left side and the right side of the layer plate (5), a second channel steel (24) is sleeved on the sliding rails (22), the width of the first channel steel (21) is larger than that of the second channel steel (24), a rack (25) is fixedly connected to the second channel steel (24), a gear (26) is mounted on the supporting plates (23), and the gear (26) is meshed with the rack (25).
10. The building wall-attached multi-layer all-steel climbing frame structure according to claim 9, wherein: reinforcing rib plates (28) are further welded between the upper side and the lower side of the first channel steel (21) and the wall attaching plate (20).
CN202110390793.2A 2021-04-12 2021-04-12 Wall-attached multi-layer all-steel climbing frame structure of building Pending CN112982943A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110390793.2A CN112982943A (en) 2021-04-12 2021-04-12 Wall-attached multi-layer all-steel climbing frame structure of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110390793.2A CN112982943A (en) 2021-04-12 2021-04-12 Wall-attached multi-layer all-steel climbing frame structure of building

Publications (1)

Publication Number Publication Date
CN112982943A true CN112982943A (en) 2021-06-18

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ID=76337978

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CN202110390793.2A Pending CN112982943A (en) 2021-04-12 2021-04-12 Wall-attached multi-layer all-steel climbing frame structure of building

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114607133A (en) * 2022-03-24 2022-06-10 中煤第三建设(集团)有限责任公司 Assembly type climbing frame for building and using method thereof
CN115324328A (en) * 2022-08-09 2022-11-11 中国建筑第四工程局有限公司 Construction method for moving jacking upright post in high altitude for jacking mould

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114607133A (en) * 2022-03-24 2022-06-10 中煤第三建设(集团)有限责任公司 Assembly type climbing frame for building and using method thereof
CN115324328A (en) * 2022-08-09 2022-11-11 中国建筑第四工程局有限公司 Construction method for moving jacking upright post in high altitude for jacking mould
CN115324328B (en) * 2022-08-09 2023-12-08 中国建筑第四工程局有限公司 Construction method for moving jacking upright column in high air aiming at top die

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