CN110331850B - Shielding device for gap between scaffold and building outer wall and using method thereof - Google Patents

Shielding device for gap between scaffold and building outer wall and using method thereof Download PDF

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Publication number
CN110331850B
CN110331850B CN201910661957.3A CN201910661957A CN110331850B CN 110331850 B CN110331850 B CN 110331850B CN 201910661957 A CN201910661957 A CN 201910661957A CN 110331850 B CN110331850 B CN 110331850B
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China
Prior art keywords
building
hoop
scaffold
gap
rod
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CN201910661957.3A
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CN110331850A (en
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徐科宾
洪冬寒
赵华君
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Zhejiang Pentium Municipal Garden Construction Engineering Co ltd
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Zhejiang Pentium Municipal Garden Construction Engineering Co ltd
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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
    • E04G5/00Component parts or accessories for scaffolds
    • 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
    • E04G5/001Safety or protective measures against falling down relating to scaffoldings

Abstract

The invention discloses a shielding device for a gap between a scaffold and a building outer wall and a using method thereof, relates to the technical field of building construction, and solves the technical problem that high-altitude building rubbish or building outer wall bodies can be prevented from directly falling through the gap between an inner vertical rod and the building outer wall bodies to injure people when falling off. The technical key points of the device comprise a plurality of supporting pieces arranged on each layer of temporary steel structure and a plurality of protective nets laid on the plurality of supporting pieces on the same layer, wherein one surface of each supporting piece close to a wall body is arranged in an upward inclined mode along the axis of the supporting piece; the anti-falling device has the advantage of preventing high-altitude construction waste or building outer wall bodies from falling and injuring people directly through the gap between the inner vertical rod and the building outer wall bodies when the building outer wall bodies are peeled off.

Description

Shielding device for gap between scaffold and building outer wall and using method thereof
Technical Field
The invention relates to the technical field of building construction, in particular to a shielding device for a gap between a scaffold and an outer wall of a building and a using method thereof.
Background
Scaffold facilities in engineering construction are very important process facilities, bear life, property safety, bear engineering quality and progress, also bear construction environment and efficiency, and in the prior art, the material of scaffold construction mainly has scaffold and safety net, and the flow of setting up is ordinary cantilever frame, mobile jib basis, pole setting interval, horizontal pole setting, bridging, lays the requirement, guard railing, even wall spare, support body internal seal.
As shown in fig. 1, the vertical rod of the scaffold generally includes an inner vertical rod 1 disposed close to the outer wall of the building and an outer vertical rod 2 disposed far away from the outer wall of the building, and the temporary steel structures disposed in a cubic shape are spliced by matching the inner vertical rod 1, the outer vertical rod 2 and the cross rods 3.
Generally, for safety, the inner vertical rod needs to be installed by being attached to the wall surface of the outer wall of the building, so that an overlarge gap cannot be generated between the scaffold and the outer wall of the building, high-altitude building garbage or building outer wall falling off cannot directly fall from the gap between the scaffold and the outer wall of the building, and personal safety of workers at the bottom layer is effectively guaranteed.
However, the installation of the inner upright rods along the wall surface of the outer wall of the building is difficult to control in precision and is difficult to construct (the connection between the inner upright rods and the cross rod and the connection between two inner upright rods which are arranged adjacently in the vertical direction need to increase a large activity space for workers); therefore, as shown in fig. 1, in actual construction, the inner vertical rod is generally installed at a distance of 0.3m to 0.5m from the outer wall of the building, but this may cause the above-mentioned safety hazard (the high-altitude construction waste or the injury to workers at the bottom layer when the outer wall of the building is peeled off), so that a device capable of preventing the high-altitude construction waste or the outer wall of the building from directly falling through the gap between the inner vertical rod and the outer wall of the building and injuring people is urgently needed.
Disclosure of Invention
Aiming at the technical problems in the prior art, the invention aims to provide a shielding device for a gap between a scaffold and an outer wall of a building, which has the advantage of preventing high-altitude building garbage or the outer wall of the building from falling and injuring people directly through the gap between an inner upright rod and the outer wall of the building when the outer wall of the building is peeled off.
In order to achieve the purpose, the invention provides the following technical scheme: the supporting piece is provided with a plurality of supporting pieces, each supporting piece is installed at the top of each layer of temporary steel structure, and each supporting piece comprises a supporting rod, a first hoop body arranged at one end of the supporting rod and used for hooping the inner vertical rod, and a rubber gasket block hinged with the other end of the supporting rod and used for propping against the wall body of the outer wall of the building;
the protective nets are provided with a plurality of protective nets, each protective net comprises a cloth strip frame arranged in a temporary steel structure shape and a nylon net arranged in the cloth strip frame, each protective net is laid on a plurality of supporting pieces on the same layer, and two long side sides of each cloth strip frame are detachably connected with two ends of the plurality of supporting pieces;
when the first hoop body is horizontally sleeved on the inner vertical rod, one end of the supporting rod, which is far away from the first hoop body, is obliquely and upwards arranged along the axis direction of the first hoop body.
By adopting the technical scheme, one end of the supporting rod provided with the first hoop body hoops the inner vertical rod, one end of the supporting rod provided with the rubber lining block is abutted against the outer wall of the building in an inclined and upward state, one end of the supporting rod abutted against the outer wall of the building is knocked downwards for a plurality of times, so that the supporting pieces can be tightly connected with the inner vertical rod and the outer wall support of the building, the work is repeated until all the supporting pieces are installed between the scaffold and the outer wall of the building, and then all the protective nets are respectively paved on all the installed supporting pieces to shield gaps between the scaffold and the outer wall of the building; the two ends of the supporting piece are respectively hooped and propped, so that the structure is simple, the assembly and disassembly are convenient, and the implementation is convenient; the protective net is formed by sewing the cloth strip frame and the nylon net, so the weight is light, and the carrying and the arrangement are convenient.
The invention is further configured to: the bracing piece includes threaded sleeve and with threaded sleeve threaded connection's threaded rod, first hoop sets up on the threaded sleeve keeps away from one end of threaded rod, the rubber liner piece sets up on the threaded rod keeps away from one end of threaded sleeve.
Through adopting above-mentioned technical scheme, can adjust support piece's actual length through the cooperation between the threaded sleeve that adopts connected mode to connect and the threaded rod, can be applicable to the different all kinds of construction environment of gap width, and be applicable to the all kinds of building outer walls that are the curved surface form setting.
The invention is further configured to: the radian of the first hoop body is 200-250 degrees, guide parts which are arranged in a bent mode in the opposite direction and are arranged in a splayed mode are arranged at two ends of the first hoop body, and rubber anti-skidding gaskets are arranged on the inner wall of the first hoop body.
Through adopting above-mentioned technical scheme, all have the effect of direction through the guide part, the staff of being convenient for hoops the pole setting in with first hoop body, and the radian is less for the contact surface between 200 ~250 first hoop body and the interior pole setting, and the staff of being convenient for separates support piece and interior pole setting, can increase the frictional force between first hoop body and the interior pole setting through rubber anti-skidding gasket for support piece is difficult for directly coming off when receiving the weight striking.
The invention is further configured to: the two long sides of the cloth strip frame are provided with a plurality of second hoop bodies which are arranged along the length direction of the cloth strip frame, and the two second hoop bodies symmetrically arranged on the two long sides of the cloth strip frame hoop the two ends of the supporting rod of the same root respectively.
Through adopting above-mentioned technical scheme, can simply realize the dismantlement of cloth strip frame two long avris and many support piece both ends through the second hoop body and be connected, and simple structure, the implementation of being convenient for.
The invention is further configured to: the lifting rope is provided with a plurality of pieces, and each lifting rope is detachably connected with one ends, far away from the inner upright post, of the plurality of support pieces arranged along the same vertical line.
Through adopting above-mentioned technical scheme, through the dismantled relation of connection between hoist and mount rope and many support pieces for the staff can carry many support pieces to outer wall roof or scaffold frame top together, then utilizes hoist and mount rope to adopt the mode of hoist and mount respectively many support pieces on each layer interim steel construction, and the support piece of being convenient for places.
The invention is further configured to: each the hoist and mount rope all includes that the third hoop body of the one end of pole setting in the bracing piece was kept away from and the connection rope that both ends were connected with the third hoop body of arbitrary two adjacent settings respectively about a plurality of.
Through adopting above-mentioned technical scheme, when the cooperation between the rope makes single connection rope break off through the third hoop body and being connected, the staff can be through changing the quick restoration of connecting the rope in order to realize hoist and mount rope, can simply realize through the third hoop body that the dismantlement between hoist and mount rope and the support piece is connected, is convenient for separately maintain support piece and hoist and mount rope.
The invention is further configured to: the upper end and the lower end of each hoisting rope are respectively provided with a connecting piece in an S shape, and two groups of hoisting ropes which are positioned on the same vertical line and are adjacently arranged are movably connected through the connecting pieces.
Through adopting above-mentioned technical scheme, can simply realize dismantling the connection between two sets of hoist and mount ropes through the connecting piece for can be applicable to not the building of co-altitude and use.
A method of installing a screening arrangement as described above, comprising the steps of:
s1, carrying the supporting pieces and the hoisting ropes to the roof of the building outer wall or the top end of a scaffold, and uniformly placing the protective nets on each layer of temporary steel structures;
s2, mounting the plurality of supporting pieces on the hoisting rope by utilizing the matching between the third hoop body and the supporting pieces, and naturally placing one end of the hoisting rope in a gap between the scaffold and the outer wall of the building;
s3, after the first hoisting rope is completely hung, the second hoisting rope provided with the support piece is connected with the upper end of the upper hoisting rope by using the connecting piece and continuously hung in the gap between the scaffold and the outer wall of the building;
s4, repeating the steps S2-S3, so that the lower ends of the hoisting ropes which are positioned on the same vertical line and are positioned at the lowermost end are positioned above the lowermost temporary steel structure, and the upper ends of the hoisting ropes which are positioned on the same vertical line and are positioned at the uppermost end are positioned above the uppermost temporary steel structure and fixed;
s5, repeating the step S4, so that a plurality of support structures formed by connecting a plurality of hoisting ropes are arranged in the gap between the scaffold and the outer wall of the building at equal intervals along the length direction of the scaffold;
s6, adjusting the actual length of each support piece through the matching between the threaded sleeve and the threaded rod, hooping the inner vertical rod at one end of each support piece provided with the first hoop body, enabling the first hoop body to abut against the upper part of the cross rod, and enabling one end of each support piece provided with the rubber lining block to abut against the outer wall of the building in an inclined and upward state;
s7, covering each protective net on a plurality of supporting pieces on the same plane by utilizing the matching between the second hoop body and the supporting pieces, and splicing each protective net on the same layer to form an intercepting net assembly in a gap between the scaffold and the outer wall of the building.
By adopting the technical scheme, the supporting pieces can be respectively hoisted into the temporary steel structures on each layer through the steps S1-S5, then workers can be directly installed between the scaffold and the outer wall of the building in the temporary steel structures on each layer through the step S6, and finally, the multiple layers of intercepting net assemblies for shielding gaps between the scaffold and the outer wall of the building can be formed by paving the protective nets through the step S7.
Compared with the prior art, the invention has the beneficial effects that:
(1) gaps between each layer of temporary steel structures of the scaffold and the building outer wall can be shielded, so that building garbage falling from the top of the building outer wall or concrete blocks falling off from the wall body of the building outer wall can be blocked, and the personal safety of workers is ensured;
(2) the structure is simple, the cost is low, all parts are detachably connected, the maintenance is convenient, the disassembly and the assembly are convenient, and the greater working difficulty can not be brought to the working personnel;
(3) the building outer wall structure can be suitable for various building outer walls with different heights, different gaps or curved surface distribution of the building outer walls, and has wide application range.
Drawings
FIG. 1 is a schematic view of the position between a scaffold and an exterior wall of a building in the prior art;
FIG. 2 is a schematic structural diagram of the present embodiment;
FIG. 3 is an enlarged view of part A of FIG. 2;
FIG. 4 is a schematic structural diagram of the vertical dropping assembly of the present embodiment;
FIG. 5 is a schematic structural view of the supporting member of the present embodiment;
fig. 6 is a schematic structural view of the protection net of this embodiment.
Reference numerals: 1. an inner vertical rod; 2. an outer vertical rod; 3. a cross bar; 4. a vertical placing component; 41. hoisting a rope; 411. a third hoop body; 412. connecting ropes; 42. a connecting member; 5. an interception net component; 51. a protective net; 511. a cloth strip frame; 512. a nylon mesh; 513. a second band body; 6. a support member; 61. a support bar; 611. a threaded sleeve; 612. a threaded rod; 62. a first hoop body; 621. a rubber anti-slip gasket; 63. rubber cushion blocks.
Detailed Description
The invention is described in detail below with reference to the figures and examples.
The shielding device for the gap between the scaffold and the building outer wall is shown in a combined figure 2 and a combined figure 3 and comprises a plurality of groups of vertical components 4 which are naturally vertically arranged between the scaffold and the building outer wall and are arranged along the horizontal extending direction of the building outer wall, a plurality of supporting components 6 which are uniformly distributed on each group of vertical components 4 and both ends of which are respectively and tightly connected with the inner vertical rod 1 and the building outer wall, and a plurality of intercepting net components 5 which are arranged along the direction of higher degree of a scaffold and are positioned in the gap between the scaffold and the building outer wall and are used for intercepting building garbage falling from the top of the building outer wall or concrete blocks peeled off from the building outer wall; wherein, the upper end of each vertical component 4 is fixed on the top of the building outer wall through a bearing, the two ends of each supporting piece 6 are respectively connected with the inner vertical rod 1 and the building outer wall tightly, and each layer of intercepting net component 5 is laid on each supporting piece 6 on the same layer.
Referring to fig. 2 and 4, each set of vertical placement components 4 includes a plurality of hoisting ropes 41, and any two adjacent hoisting ropes 41 are detachably connected together by connecting pieces 42 arranged at the upper and lower ends of the hoisting ropes 41 and in an "S" shape; each hoisting rope 41 includes a plurality of third hoop bodies 411 for respectively hooping one end of each supporting member 6 far away from the inner vertical rod 1, and a plurality of connecting ropes 412 with upper and lower ends respectively connected with any two adjacent third hoop bodies 411.
As shown in fig. 2 and 4, each supporting member 6 includes a supporting rod 61 which is telescopically arranged, a first hoop body 62 which is arranged on one end of the supporting rod 61 and is detachably connected with the supporting rod 61 for hooping the inner vertical rod 1, and a rubber pad block 63 which is hinged with the other end of the supporting rod 61 for propping against the outer wall of the building; wherein, when the supporting member 6 is installed on the hoisting rope 41, the end of the supporting rod 61 far away from the inner vertical rod 1 is hooped by the third hoop body 411.
As shown in fig. 5, each first hoop body 62 is arc-shaped, the radian of each first hoop body 62 is 200 ° -250 °, two ends of each first hoop body 62 are provided with guide portions which are oppositely bent and arranged in a shape of "eight" so that the first hoop body 62 hoops the inner vertical rod 1, and the inner wall of the first hoop body 62 is provided with a rubber anti-slip gasket 621 for increasing the friction between the first hoop body 62 and the inner vertical rod 1.
The support rod 61 comprises a threaded sleeve 611 and a threaded rod 612 in threaded connection with the threaded sleeve 611, and the support rod 61 is in threaded connection with the threaded rod 612 through the threaded sleeve 611 so as to achieve the function of adjusting the actual working length of the support rod 61.
As shown in fig. 2 and 6, the intercepting net assembly 5 includes a plurality of protective nets 51 laid on a plurality of supporting members 6; each of the protective nets 51 includes a cloth frame 511 configured to have a temporary steel structure and a nylon net 512 disposed in the cloth frame 511, and a plurality of second hoop bodies 513 arranged along the length direction of the cloth frame 511 and respectively hoop two ends of the support rod 61 are disposed on two long sides of each cloth frame 511.
A method of installing a screening arrangement as described above, comprising the steps of:
s1, carrying the supporting pieces 6 and the hoisting ropes 41 to the roof of the outer wall of the building or the top end of a scaffold, and uniformly placing the protective nets 51 on each layer of temporary steel structures;
s2, mounting the plurality of supporting pieces 6 on the hoisting rope 41 by utilizing the matching between the third hoop body 411 and the supporting pieces 6, and naturally placing one end of the hoisting rope 41 in a gap between the scaffold and the outer wall of the building;
s3, after the first hoisting rope 41 is completely hung, the second hoisting rope 41 provided with the support piece 6 is connected with the upper end of the upper hoisting rope 41 by the connecting piece 42 and continuously hung in the gap between the scaffold and the outer wall of the building;
s4, repeating the steps S2-S3, so that the lower ends of the hoisting ropes 41 which are positioned on the same vertical line and are positioned at the lowermost end are positioned above the lowermost temporary steel structure, and the upper ends of the hoisting ropes 41 which are positioned on the same vertical line and are positioned at the uppermost end are positioned above the uppermost temporary steel structure and fixed;
s5, repeating the step S4, so that a plurality of support structures formed by connecting a plurality of hoisting ropes 41 are arranged in the gap between the scaffold and the outer wall of the building at equal intervals along the length direction of the scaffold;
s6, adjusting the actual length of each support 6 through the matching between the threaded sleeve 611 and the threaded rod 612, hooping the inner vertical rod 1 at one end of each support 6 provided with the first hoop body 62, enabling the first hoop body 62 to abut against the upper part of the cross rod 3, and enabling one end of each support 6 provided with the rubber cushion block 63 to abut against the building outer wall in an inclined upward state;
s7, covering each protective net 51 on a plurality of supporting pieces 6 on the same plane by utilizing the matching between the second hoop body 513 and the supporting pieces 6, and splicing each protective net 51 on the same layer to form the intercepting net assembly 5 in the gap between the scaffold and the outer wall of the building.
The working principle of the invention is as follows:
when the building rubbish and the wall concrete block are peeled off from the bottom of the building outer wall or from the wall body of the building outer wall, the building rubbish and the wall concrete block can naturally fall from a gap between the scaffold and the building outer wall, at the moment, the large building rubbish and the wall concrete block can be directly intercepted through the intercepting nets of each layer, so that the large building rubbish and the wall concrete block which can cause danger to the life of workers can not directly pound to the bottom, the personal safety of the workers is effectively ensured, foreign matters such as partial small building rubbish or wall concrete blocks can also be sequentially blocked by the intercepting nets of each layer, and the part of foreign matters such as the building rubbish or the wall concrete block can not cause great threat to the personal safety of the workers even if the foreign matters can directly fall to the ground.
The above description is only a preferred embodiment of the present invention, and the protection scope of the present invention is not limited to the above embodiments, and all technical solutions belonging to the idea of the present invention belong to the protection scope of the present invention. It should be noted that modifications and embellishments within the scope of the invention may occur to those skilled in the art without departing from the principle of the invention, and that such modifications and embellishments should also be regarded as being present within the scope of the invention
The scope of the invention.

Claims (8)

1. A shelter for a gap between a scaffold and an exterior wall of a building, comprising:
the supporting piece (6) is provided with a plurality of supporting pieces, each supporting piece (6) is installed at the top of each layer of temporary steel structure, and each supporting piece (6) comprises a supporting rod (61), a first hoop body (62) arranged at one end of each supporting rod (61) and used for hooping the inner vertical rod (1), and a rubber gasket block (63) hinged with the other end of each supporting rod (61) and used for propping against the wall body of the outer wall of the building;
the protective net (51) is provided with a plurality of protective nets (51), each protective net (51) comprises a cloth strip frame (511) arranged in a temporary steel structure shape and a nylon net (512) arranged in the cloth strip frame (511), each protective net (51) is laid on a plurality of supporting pieces (6) on the same layer, and two long side sides of each cloth strip frame (511) are detachably connected with two ends of the plurality of supporting pieces (6);
when the first hoop body (62) is horizontally sleeved on the inner vertical rod (1), one end of the support rod (61) far away from the first hoop body (62) is obliquely and upwards arranged along the axial direction of the first hoop body (62).
2. A shelter for a gap between a scaffold and an exterior wall of a building as claimed in claim 1, wherein: the supporting rod (61) comprises a threaded sleeve (611) and a threaded rod (612) in threaded connection with the threaded sleeve (611), the first hoop body (62) is arranged at one end, far away from the threaded rod (612), of the threaded sleeve (611), and the rubber cushion block (63) is arranged at one end, far away from the threaded sleeve (611), of the threaded rod (612).
3. A shelter for a gap between a scaffold and an exterior wall of a building as claimed in claim 1, wherein: the radian of the first hoop body (62) is 200-250 degrees, guide parts which are arranged in a bent mode in opposite directions and are arranged in a splayed mode are arranged at two ends of the first hoop body (62), and rubber anti-skidding gaskets (621) are arranged on the inner wall of the first hoop body (62).
4. A shelter for a gap between a scaffold and an exterior wall of a building as claimed in claim 1, wherein: the two long sides of the cloth strip frame (511) are provided with a plurality of second hoop bodies (513) which are arranged along the length direction of the cloth strip frame (511), and the two second hoop bodies (513) symmetrically arranged on the two long sides of the cloth strip frame (511) hoop the two ends of the supporting rod (61) of the same root respectively.
5. A shelter for a gap between a scaffold and an exterior wall of a building as claimed in claim 1, wherein: the lifting device is characterized by further comprising a plurality of lifting ropes (41), wherein the lifting ropes (41) are detachably connected with one ends, far away from the inner upright post, of the plurality of supporting pieces (6) which are arranged along the same vertical line.
6. A shelter for a gap between a scaffold and an exterior wall of a building as claimed in claim 5, wherein: each hoisting rope (41) comprises a plurality of third hoop bodies (411) which hoop the end of the supporting rod (61) far away from the inner vertical rod (1) and a plurality of connecting ropes (412) of which the upper ends and the lower ends are respectively connected with any two adjacent third hoop bodies (411).
7. A shelter for a gap between a scaffold and an exterior wall of a building as claimed in claim 5, wherein: and the upper end and the lower end of each hoisting rope (41) are respectively provided with a connecting piece (42) which is arranged in an S shape, and the two groups of hoisting ropes (41) which are positioned on the same vertical line and are adjacently arranged are movably connected through the connecting pieces (42).
8. A method of mounting a screening arrangement according to any one of claims 1-7, characterized in that it comprises the steps of:
s1, carrying the supporting pieces (6) and the hoisting ropes (41) to the top end of a building outer wall roof or a scaffold, and uniformly placing the protective nets (51) on each layer of temporary steel structures;
s2, mounting the plurality of supporting pieces (6) on the hoisting rope (41) by utilizing the matching between the third hoop body (411) and the supporting pieces (6), and naturally placing one end of the hoisting rope (41) in a gap between the scaffold and the outer wall of the building;
s3, after the first hoisting rope (41) is completely hung, the second hoisting rope (41) provided with the support piece (6) is connected with the upper end of the upper hoisting rope (41) by using the connecting piece (42) and continuously hung in the gap between the scaffold and the outer wall of the building;
s4, repeating the steps S2-S3, so that the lower ends of the hoisting ropes (41) which are positioned on the same vertical line and are positioned at the lowermost end are positioned above the lowermost temporary steel structure, and the upper ends of the hoisting ropes (41) which are positioned on the same vertical line and are positioned at the uppermost end are positioned above the uppermost temporary steel structure and fixed;
s5, repeating the step S4, so that a plurality of support structures formed by connecting a plurality of hoisting ropes (41) are arranged in the gap between the scaffold and the outer wall of the building at equal intervals along the length direction of the scaffold;
s6, adjusting the actual length of each support piece (6) through the matching between the threaded sleeve (611) and the threaded rod (612), hooping the inner vertical rod (1) at one end of each support piece (6) provided with the first hoop body (62), enabling the first hoop body (62) to abut against the upper part of the cross rod (3), and enabling one end of each support piece (6) provided with the rubber lining block (63) to abut against the outer wall of the building in an inclined upward state;
s7, covering each protective net (51) on a plurality of supporting pieces (6) on the same plane by utilizing the matching between the second hoop body (513) and the supporting pieces (6), and splicing each protective net (51) on the same layer to form the intercepting net assembly (5) in the gap between the scaffold and the outer wall of the building.
CN201910661957.3A 2019-07-22 2019-07-22 Shielding device for gap between scaffold and building outer wall and using method thereof Active CN110331850B (en)

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CN206737455U (en) * 2017-05-24 2017-12-12 中国建筑第八工程局有限公司 A kind of safety device of exterior wall scaffold
CN207959902U (en) * 2018-01-29 2018-10-12 重庆中航建设(集团)有限公司 Scaffold protective device

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Publication number Priority date Publication date Assignee Title
CN102704665A (en) * 2012-06-07 2012-10-03 中国建筑第八工程局有限公司 Foldable horizontal protector between external climbing frame and building and foldable horizontal protection method
CN203373955U (en) * 2013-07-11 2014-01-01 中城建第六工程局集团有限公司 Inner blocking protection device for outer wall scaffold
CN205476556U (en) * 2016-01-15 2016-08-17 中国建筑一局(集团)有限公司 Horizontal protector of construction scaffolding operating layer
CN205976442U (en) * 2016-08-12 2017-02-22 上海南汇建工建设(集团)有限公司 Outer wall steel pipe scaffold puts up isolating device
CN206053387U (en) * 2016-08-31 2017-03-29 中国核工业第二二建设有限公司 A kind of Quick-mounting bracket for protecting division board to set up
CN206737455U (en) * 2017-05-24 2017-12-12 中国建筑第八工程局有限公司 A kind of safety device of exterior wall scaffold
CN207959902U (en) * 2018-01-29 2018-10-12 重庆中航建设(集团)有限公司 Scaffold protective device

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