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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China
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climbing frame
layer
steel
building
frame structure
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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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Priority to CN202110390793.2A priority Critical patent/CN112982943A/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • E04G3/32—Hoisting devices; Safety devices
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • E04G2005/148—Railings 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

本发明涉及一种建筑物附墙多层全钢爬架结构，包括爬架、曳引机和一对轨道桁架，爬架吊挂在曳引机的钢丝绳上，爬架包括沿着自上而下竖直方向等间距排列的多层层板，相邻两层层板通过支承杆连接，每层层板左右两侧分别安装有滚轮，轨道桁架包括插立于地面上的轨道立柱，滚轮与轨道立柱外表面滚动摩擦配合，曳引机上安装有限速器，爬架后侧及左右两侧覆盖有防护网，爬架正下方地面上设有缓冲组件。采用本发明所的技术方案，通过设置防护网能够防止从爬架内坠落物体，通过第一槽钢与第二槽钢相互配合、曳引机上安装限速器，爬架下方设置缓冲组件，能够防止爬架意外坠落以及减少因爬架坠落造成的损失或伤害，提升了安全性。

Figure 202110390793

The invention relates to a multi-layer all-steel climbing frame structure attached to a building wall, which comprises a climbing frame, a traction machine and a pair of track trusses. The climbing frame is hung on the wire rope of the traction machine. The multi-layer boards are arranged at equal intervals in the vertical direction. The adjacent two-layer boards are connected by support rods. Rollers are installed on the left and right sides of each layer board. The track truss includes track columns inserted on the ground. The outer surface of the track column is fitted with rolling friction, a speed limiter is installed on the traction machine, the rear and left and right sides of the climbing frame are covered with protective nets, and there are buffer components on the ground directly below the climbing frame. By adopting the technical scheme of the present invention, objects can be prevented from falling from the climbing frame by arranging protective nets, the first channel steel and the second channel steel cooperate with each other, a speed limiter is installed on the traction machine, and a buffer component is arranged under the climbing frame, which can Improve safety by preventing accidental falls of the climbing frame and reducing loss or injury caused by falling of the climbing frame.

Figure 202110390793

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)

1.一种建筑物附墙多层全钢爬架结构，其特征在于：包括爬架(1)、安装在建筑物顶部的曳引机(2)和沿着建筑物外墙设置的一对轨道桁架(3)，所述爬架(1)吊挂在所述曳引机(2)的钢丝绳(4)上并且所述爬架(1)设置于该对轨道桁架(3)之间，所述爬架(1)包括沿着自上而下竖直方向等间距排列的多层层板(5)，相邻两层层板(5)通过相互交叉铰接在一起的多对支承杆(6)连接在一起，每层层板(5)左右两侧分别安装有滚轮(7)，所述轨道桁架(3)包括插立于地面上的轨道立柱(8)，所述滚轮(7)与轨道立柱(8)外表面滚动摩擦配合，所述曳引机(2)上安装有限速器(9)，所述爬架(1)后侧及左右两侧覆盖有防护网(10)，所述爬架(1)正下方地面上设置有缓冲组件(11)。1. a multi-layer all-steel climbing frame structure with a wall attached to a building, is characterized in that: comprising a climbing frame (1), a traction machine (2) installed on the top of the building and a pair of set along the outer wall of the building a track truss (3), the climbing frame (1) is hung on the wire rope (4) of the traction machine (2) and the climbing frame (1) is arranged between the pair of track trusses (3), The climbing frame (1) comprises multi-layer boards (5) arranged at equal intervals along the vertical direction from top to bottom, and two adjacent layers (5) are hinged together by a plurality of pairs of support rods ( 6) Connected together, rollers (7) are respectively installed on the left and right sides of each layer of the laminate (5), and the track truss (3) includes a track column (8) inserted on the ground. The rollers (7) Fitted with rolling friction on the outer surface of the track column (8), a speed limiter (9) is installed on the traction machine (2), and the rear side and the left and right sides of the climbing frame (1) are covered with protective nets (10), A buffer assembly (11) is arranged on the ground directly below the climbing frame (1). 2.如权利要求1所述的建筑物附墙多层全钢爬架结构，其特征在于：所述缓冲组件(11)包括耐压板(12)、缓冲垫(13)、承载板(14)和上端开口的负载箱(16)，所述承载板(14)通过弹性件(15)连接于负载箱(16)内，所述耐压板(12)和缓冲垫(13)均容纳于所述负载箱(16)内并且按照自上而下的顺序依次铺装在所述承载板(14)上。2. The multi-layer all-steel climbing frame structure for building attached walls according to claim 1, wherein 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 open upper end, the bearing plate (14) is connected to 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). The load box (16) is paved on the carrier plate (14) in sequence from top to bottom. 3.如权利要求2所述的建筑物附墙多层全钢爬架结构，其特征在于：所述弹性件(15)为圆柱螺旋压缩弹簧。3 . The multi-layer all-steel climbing frame structure for building attached walls according to claim 2 , wherein the elastic member ( 15 ) is a cylindrical helical compression spring. 4 . 4.如权利要求1所述的建筑物附墙多层全钢爬架结构，其特征在于：所述防护网(10)的材质是塑料编织布。4. The multi-layer all-steel climbing frame structure for building attached walls according to claim 1, characterized in that: the material of the protective net (10) is a plastic woven cloth. 5.如权利要求2所述的建筑物附墙多层全钢爬架结构，其特征在于：所述缓冲垫(13)的材质是天然橡胶、顺丁橡胶或异戊橡胶。5. The multi-layer all-steel climbing frame structure for building attached walls according to claim 2, characterized in that: the material of the buffer pad (13) is natural rubber, butadiene rubber or isoprene rubber. 6.如权利要求2所述的建筑物附墙多层全钢爬架结构，其特征在于：所述负载箱(16)内还设置有泡沫垫层(17)，泡沫垫层(17)设置于所述缓冲垫(13)与承载板(14)之间。6. The multi-layer all-steel climbing frame structure for building attached walls according to claim 2, characterized in that: the load box (16) is also provided with a foam cushion (17), and the foam cushion (17) is provided with between the buffer pad (13) and the carrier plate (14). 7.如权利要求1所述的建筑物附墙多层全钢爬架结构，其特征在于：所述层板(5)组件数量为4层至5层，并且相邻两层层板(5)组件层间距与多层建筑物的层间距一致。7. The multi-layer all-steel climbing frame structure for building attached walls as claimed in claim 1, characterized in that: the number of said laminate (5) components is 4 to 5 layers, and the adjacent two layers of laminates (5 ) The component floor spacing is consistent with the floor spacing of multi-storey buildings. 8.如权利要求1所述的建筑物附墙多层全钢爬架结构，其特征在于：所述轨道立柱(8)采用12号槽钢制成。8 . The multi-layer all-steel climbing frame structure for building attached walls as claimed in claim 1 , characterized in that: the rail column ( 8 ) is made of No. 12 channel steel. 9 . 9.如权利要求1所述的建筑物附墙多层全钢爬架结构，其特征在于：所述建筑物附墙多层全钢爬架结构还包括通过膨胀螺栓(19)固定于建筑物外墙上的附墙板(20)，附墙板(20)上固定连接有第一槽钢(21)，所述层板(5)左右两侧还固定连接有滑轨(22)和支承板(23)，所述滑轨(22)上套合有第二槽钢(24)，所述第一槽钢(21)宽度大于第二槽钢(24)宽度，第二槽钢(24)上固定连接有齿条(25)，所述支承板(23)上安装有齿轮(26)，齿轮(26)与齿条(25)相互啮合。9. The multi-layer all-steel climbing frame structure for building attached walls as claimed in claim 1, characterized in that: the multi-layer all-steel climbing frame structure for attaching walls to buildings also includes being fixed to the building by means of expansion bolts (19). The wall-attaching plate (20) on the outer wall, the first channel steel (21) is fixedly connected to the wall-attaching plate (20), and the left and right sides of the layer plate (5) are also fixedly connected with slide rails (22) and supports A plate (23), a second channel steel (24) is sleeved on the slide rail (22), the width of the first channel steel (21) is greater than the width of the second channel steel (24), and the second channel steel (24) ) is fixedly connected with a rack (25), a gear (26) is mounted on the support plate (23), and the gear (26) and the rack (25) are engaged with each other. 10.如权利要求9所述的建筑物附墙多层全钢爬架结构，其特征在于：所述第一槽钢(21)上下两侧与所述附墙板(20)之间还焊接有加强筋板(28)。10. The multi-layer all-steel climbing frame structure for building attached walls as claimed in claim 9, characterized in that: the upper and lower sides of the first channel steel (21) are also welded between the upper and lower sides of the attached wall plate (20). There are stiffener plates (28).
CN202110390793.2A 2021-04-12 2021-04-12 Wall-attached multi-layer all-steel climbing frame structure of building Pending CN112982943A (en)

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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

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