CN103015696B - Hanging basket outer protective layer for super high-rise building - Google Patents
Hanging basket outer protective layer for super high-rise building Download PDFInfo
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- CN103015696B CN103015696B CN201210493914.7A CN201210493914A CN103015696B CN 103015696 B CN103015696 B CN 103015696B CN 201210493914 A CN201210493914 A CN 201210493914A CN 103015696 B CN103015696 B CN 103015696B
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Abstract
The invention relates to a hanging basket outer protective layer for a super high-rise building, which comprises safety nets, steel wire ropes and at least two bearing frames formed in the same height, wherein the bearing frames are mounted in a space which is formed by adjacent upper and lower floors of the super high-rise building; the front ends of the bearing frames extend outside eave walls of the floors; and the safety nets are vertically hung at the front ends of the bearing frames through the steel wire ropes. The hanging basket outer protective layer for the super high-rise building solves safety problems in an outer decoration construction process of the super high-rise building, realizes outer decoration sectional construction and flow operation of the super high-rise building, quickens outer decoration construction schedule, improves engineering economic benefits under the precondition of safety guarantee, and provides evidences to make the national super high-rise building safe construction technique.
Description
Technical field
The present invention relates to a kind of multistoried building hanging basket external protection coating, belong to construction engineering technical field.
Background technology
Along with economic rapid growth, the Fast Growth of urban population, the contradiction day by day reducing of town site is protruded more, super highrise building is because land used is few, urban infrastructure expense is low, can improve the advantages such as appearance of city has obtained developing rapidly, and along with modern project project super highrise building is more and more, the requirement of construction difficulty and quality is constantly improving, complexity and the difficulty of construction technology management are also more and more higher, security protection is an important organize content in construction work, while especially carrying out outer decoration owing to being subject to geographical position, the restriction in building operations place, security protection has become a great problem of super highrise building, current domestic super highrise building engineering in general adopts the outer decoration construction of Skep suspending type, the method does not still have the safety precaution standard can reference so far, and surpass, highrise building is in downtown area mostly, often become a regional landmark building, for this reason, in work progress, no matter there is which kind of security incident, all serious bad social influence will be surpassed into, therefore how to guarantee construction of super highrise building process especially outside of having become in construction of super highrise building of safety during decoration construction need the problem of capturing badly.
Summary of the invention
The present invention decorates the safety problem in work progress outward in order to solve super highrise building, a kind of installation, convenient disassembly, use safety is provided, can have implemented the effectively multistoried building hanging basket external protection coating of protection.
In order to achieve the above object, technical scheme of the present invention is as follows:
A kind of multistoried building hanging basket external protection coating, comprise safety net, wire rope and two bearing supports in sustained height at least, described bearing support is arranged in the space that the adjacent floor up and down of super highrise building forms, bearing support front end stretches out floor eaves wall outside, and described safety net vertically hangs on bearing support front end through wire rope; Described bearing support is formed by connecting by fixed bearing, shape steel support and some reinforced poles, described fixed bearing is three-dimensional bearing, comprise the montant of one group of rectangular arrangement, one group of vertical pole and one group of cross bar, described montant two ends are separately fixed on described adjacent floor up and down, the two ends of the last layer of described vertical pole and every bar of basecoat be individually fixed in be installed on floor eaves wall sit on the fence clamping frame and with the corresponding metope of floor eaves wall on, described montant, vertical pole and cross bar intersection are by the firm snapping of hasp; Described shape steel support comprises two i iron and two supporting angle steels, place at described two i iron horizontal Tile intervals, front end stretches out floor eaves wall outside, two i iron are positioned on the part in the space that adjacent floor up and down forms and cross bar that tail end is fixed on fixed bearing, at two i iron upper surfaces, the one group of cross bar that pressurizes, the front end upper surface of two i iron connects by two supporting angle steels, two supporting angle steels are placed at interval dorsad, and steel cord ends is fixed on the middle part gap location of two supporting angle steels; The middle and upper part reinforcement by connection brace of the montant that the front end of every i iron and this i iron are crossing, described i iron and cross bar intersection, i iron and reinforcing brace intersection, reinforcing brace and montant intersection are by the firm snapping of hasp.
The described clamping frame of sitting on the fence consists of a mobile jib, two vertical rods, described mobile jib is fixed on corresponding montant and cross bar with vertical pole is parallel, mobile jib front end stretches out an at least fixedly segment distance of vertical rod of floor eaves wall outside, and mobile jib rear end is consistent with the vertical pole rear end that is positioned at centre position; Described two vertical rods be individually fixed in be positioned at floor eaves within the walls, on the mobile jib at outside place, the lower end of two vertical rods is fixed on inside and outside of floor eaves wall; The front end of the last layer of described vertical pole and every bar of basecoat is fixed on and is positioned at floor eaves within the walls in face vertical rod, and described mobile jib and montant, cross bar and vertical rod and vertical rod and vertical pole are by the firm snapping of hasp.
The described reinforcing brace montant crossing with this i iron adopts reinforcing pull bar to be connected; The reinforcing brace of two i iron is reinforced cross bar with reinforcing pull bar junction with one and is connected; The brace of reinforcing with reinforce pull bar, reinforce pull bar and montant, reinforce cross bar and reinforce brace, montant and reinforcing pull bar and pass through the firm snapping of hasp.
The length that the front end of the shape steel support of described bearing support stretches out floor eaves wall outside is 2200 ㎜, the distance of rear end and floor eaves wall outside is 1600 ㎜, the spacing distance of two i iron of described shape steel support is 600 ㎜, and the spacing distance of two supporting angle steels of described shape steel support is 20 ㎜; The montant of described one group of rectangular arrangement is 3 * 3 matrix, the spacing of adjacent two row's montants is 1000 ㎜, a spacing of arranging the wall face of montant and super highrise building nearest apart from shape steel support front end is 800 ㎜, described one group of vertical pole is 3 * 3 vertical poles of arranging, and the spacing of adjacent two row's vertical poles is at least 600 ㎜; The distance of described adjacent two bearing supports in sustained height is no more than 5 meters; Two supporting angle steel middle part gap locations of described shape steel support are fixed with anti-slip ring, and described steel cord ends is fixed in anti-slip ring with dog.
Described a kind of super highrise building external protection coating, also comprises anti-air hardening steel bracing frame, and described anti-air hardening steel bracing frame is fixed on the wall face of super highrise building.
Described anti-air hardening steel bracing frame is triangular shaped steel frame, the adjacent edge of described triangular shaped steel frame is by being welded to connect, one side of described triangular shaped steel frame is fixed on the wall face of super highrise building, two reinforcing ribs are set between the another both sides of triangular shaped steel frame, and the junction, another both sides of triangular shaped steel frame is provided with half-open choma; Described reinforcing rib is parallel with the limit being fixed on the wall face of super highrise building, and described triangular shaped steel frame is on the wall face that vertical state is fixed on super highrise building.
Described triangular shaped steel frame is right-angled triangle shaped steel frame, the long right-angle side length of described right-angled triangle shaped steel frame is 2200 ㎜, the short right-angle side length of right-angled triangle shaped steel frame is 1000 ㎜, the short right-angle side of right-angled triangle shaped steel frame is vertically fixed on the wall face of super highrise building, and the distance of two reinforcing ribs and short right-angle side is respectively 800 ㎜ and 1600 ㎜; The limit of described right-angled triangle shaped steel frame and reinforcing rib are the fixedly angle steel of ∠ 50 * 50 * 5; Described wire rope lower end is fixed in the half-open choma of anti-air hardening steel bracing frame with dog.
On described wire rope, every 12 meters, anti-air hardening steel bracing frame is together set; Described anti-air hardening steel bracing frame neighbor distance is no more than 5 meters; Described safety net is anti-flammability Dense mesh screen.
The invention has the beneficial effects as follows:
(1) in use, hang indigo plant while carrying out outer decoration construction, adopt anti-flammability Dense mesh screen to hang guard technology from above, can play and improve safety work condition, the double action of beautifying constructure external;
(2) after the blackish green safety net hanging from above is continuously hanged up, can effectively prevent that the phenomenon that foreign material are altered from occurring outward, also to building, increase a kind of aesthetic feeling, particularly to operator, provide good operating environment, eliminated the feared state of mind of work high above the ground simultaneously;
(3) on construction speed arranges, the protection net of subsection setup, is conducive to cross-operation arrangement, during main structure construction, can utilize and hang indigo plant segmentation from bottom to top and carry out in advance decoration construction preparation, also can organize parallel construction, effectively promote construction speed to have ensured safety in production.
The invention solves super highrise building and decorate the safety problem in work progress outward, realize super highrise building and decorated section construction outward, continuous productive process, accelerated exterior decoration construction speed, improved under the premise that security is guaranteed economic benefit of engineering, the formulation of Ye Wei China super highrise building safe construction engineering method provides foundation.
Accompanying drawing explanation
Fig. 1 is partial right side view of the present invention;
Fig. 2 is partial elevation view of the present invention;
Fig. 3 is the right view of anti-air hardening steel bracing frame of the present invention;
Fig. 4 is the schematic diagram of 262 meters of superb installation of high building overcoats.
In Fig. 1-3, bearing support 1, fixed bearing 11, shape steel support 12, reinforced pole 13, vertical pole 111, cross bar 112, montant 113, i iron 121, angle steel 122, reinforces brace 131, reinforces pull bar 132, reinforce cross bar 133, the clamping frame 14 of sitting on the fence, mobile jib 141, vertical rod 142, wire rope 2, safety net 3, anti-air hardening steel bracing frame 4, anti-air hardening steel bracing frame fixed edge 41, anti-air hardening steel bracing frame top 42, anti-air hardening steel bracing frame is following 43, anti-air hardening steel bracing frame reinforcing rib 44.
The specific embodiment
Below in conjunction with Fig. 1-3, take and make the hanging basket external protection coating of 262 meters of high super highrise buildings the invention will be further described as example.
Shown in Fig. 1-3, a kind of multistoried building hanging basket external protection coating comprises safety net 3, wire rope 2 and two bearing supports 1 in sustained height at least, bearing support 1 is arranged in the space that the adjacent floor up and down of super highrise building forms, bearing support 1 front end stretches out floor eaves wall outside, and 3 safety nets vertically hang on bearing support 1 front end through wire rope 2.Bearing support 1 is formed by connecting by fixed bearing 11, shape steel support 12 and some reinforced poles 13, fixed bearing 11 is three-dimensional bearing, comprise the montant 113 of one group of rectangular arrangement, one group of vertical pole 111 and one group of cross bar 112, montant 113 two ends are separately fixed on described adjacent floor up and down, the two ends of the vertical pole 111 of last layer and basecoat be individually fixed in be installed on floor eaves wall sit on the fence clamping frame 14 and with the corresponding metope of floor eaves wall on, montant 113, vertical pole 111 and cross bar 112 intersections are by the firm snapping of hasp; Shape steel support 12 comprises two i iron 121 and two supporting angle steels 122, place at two i iron 121 horizontal Tile intervals, front end stretches out floor eaves wall outside, two i iron 122 are positioned on the part in the space that adjacent floor up and down forms and cross bar 112 that tail end is fixed on fixed bearing 11, at two i iron 121 upper surfaces, the one group of cross bar 112 that pressurizes, the front end upper surface of two i iron 121 connects by two supporting angle steels 122, two supporting angle steels 122 are placed at interval dorsad, and the middle part gap location of two supporting angle steels 122 is fixed in wire rope 2 ends; The middle and upper part reinforcement by connection brace 131 of the montant 113 that the front end of every i iron 121 and this i iron 121 are crossing, reinforces brace 131 montant crossing with i iron 121 113 and adopts reinforcing pull bar 132 to be connected; The reinforcing brace 131 of two i iron 121 is reinforced cross bar 133 with reinforcing pull bar 132 junctions with one and is connected, reinforcing brace 131 and reinforcing pull bar 132, reinforcing pull bar 132 and montant 113, reinforcing cross bar 133 and reinforcing brace 131 and montant 113 and reinforcing pull bar 132 pass through the firm snapping of hasp, and the firm snapping of hasp is passed through in i iron 121 and cross bar 112, i iron 121 and reinforcing brace 131 and reinforcing brace 131 and montant 113 intersections; Vertical pole 111 two ends of last layer and basecoat be individually fixed in be installed on floor eaves wall sit on the fence clamping frame 14 and with the corresponding metope of floor eaves wall on; The clamping frame 14 of sitting on the fence consists of a mobile jib 141, two vertical rods 142,1421 mobile jibs are fixed on corresponding montant 113 and cross bar 112 with vertical pole 111 is parallel, mobile jib 142 front ends stretch out an at least fixedly segment distance of vertical rod of floor eaves wall outside, and mobile jib 142 rear ends are consistent with the vertical pole rear end that is positioned at centre position; Two vertical rods 142 be individually fixed in be positioned at floor eaves within the walls, on the mobile jib 141 at place, outside, the lower end of two vertical rods 142 is fixed on inside and outside of floor eaves wall; Vertical pole 111 front ends of last layer and basecoat are fixed on and are positioned at floor eaves within the walls in face vertical rod 142,141 mobile jibs and montant 113, cross bar 112 and vertical rod 142 and vertical rod 142 with vertical pole 111 by the firm snapping of hasp.Anti-air hardening steel bracing frame, described anti-air hardening steel bracing frame is fixed on the wall face of super highrise building.The adjacent edge of the anti-air hardening steel bracing frame 4 of triangular shaped steel frame is by being welded to connect, the fixed edge 41 of triangular shaped steel frame is fixed on the wall face of super highrise building, two reinforcing ribs 44 are set between the top 42 of triangular shaped steel frame and following 43, and the junction, another both sides of triangular shaped steel frame is provided with half-open choma; Reinforcing rib is parallel with the limit being fixed on the wall face of super highrise building, and triangular shaped steel frame is on the wall face that vertical state is fixed on super highrise building.
The mounting method of this overcoat is:
(1) mounting support frame
The attic of the super highrise building shown in Fig. 4 and be highly respectively room, 62 meters of He162 meter buildings indoor along building mounting support frame 1 around, concrete steps are:
1. make fixed bearing
At attic and be highly respectively the indoor making fixed bearing 11 outside building in room, 62 meters of He162 meter buildings, first the two ends of nine montants 113 are separately fixed to the upper of above-mentioned each floor chamber, on lower floor, nine montants 113 are arranged at indoor 3 * 3 matrixes that are, the spacing of the adjacent two row montants parallel with floor eaves wall is 1000 ㎜, apart from the nearest row's montant of floor eaves wall and the distance of eaves wall wall face, be 800 ㎜, the distance of the adjacent two row montants parallel with above-mentioned each both sides, floor chamber face wall is 600 ㎜, on above-mentioned montant 113, use nine vertical poles 111 parallel with above-mentioned each both sides, floor chamber face wall of hasp snapping, on vertical pole 111 minutes, in, lower 3 rows, 3 arrangements of every row, the two ends of the every bar going up a row and next row most of vertical pole 111 are individually fixed in the sitting on the fence on clamping frame 14 and corresponding metope of eaves wall that is positioned at above-mentioned each floor chamber, each clamping frame 14 of sitting on the fence is by a mobile jib 141, two vertical rods 142 form, mobile jib 141 is consistent with vertical pole 111 directions, and be buckled on corresponding montant 113 with hasp, mobile jib 141 front ends stretch out eaves wall wall face 300 ㎜ of above-mentioned each floor chamber, mobile jib 141 rear ends be positioned at, a row vertical pole rear end in the middle of lower two row's vertical poles is consistent, two vertical rods 142 respectively with hasp be buckled in be positioned at above-mentioned each floor chamber eaves within the walls, on the mobile jib 141 at wall face place, the lower end of two vertical rods 142 be fixed on above-mentioned each floor chamber eaves wall in, on wall face, the front end of the last layer of vertical pole 111 and every bar of basecoat is buckled in the eaves within the walls in the vertical rod 142 of metope that is positioned at above-mentioned each floor chamber with hasp, nine cross bars 112 of hasp snapping for junction at above-mentioned montant 113 with vertical pole 111, the two ends of cross bar 112 are individually fixed on the both sides face wall of above-mentioned each floor chamber, make the fixed bearing 11 of a stabilized structure,
2. the making of shape steel support and installation
Two 16# i iron 121 are buckled on the bottom cross bar 112 of above-mentioned fixed bearing 11 with hasp respectively, make the rear end of two i iron also neat, front end stretches out eaves wall wall face 2200 ㎜ of above-mentioned each floor chamber, the outer side edges of two i iron 121 respectively with fixed bearing 11 with the close tight note of two row montants 113 of both sides face wall and with the firm snapping of hasp, front end upper surface at two i iron 121 vertically connects with two angle steel 122, two angle steel 122 are welded on i iron at interval dorsad, spacing is 20 ㎜, at the middle part of two angle steel 122, gap location welds anti-slip ring,
(2) hanging steel rope
After anti-slip ring by wire rope 2 through type steel support seat 12 front ends of bearing support 1, with dog, fix, the fixing dog triplets of wire rope, two dogs are stressed fastening dog, a dog is used as observing, the length of wire rope 2 is accurate and blanking in roofing amount, wire rope 2 heads of lower extension are that a plastic ties is as guide rope, while hanging under wire rope, controlled by guide rope, prevent wire rope 2 from swinging aloft and be difficult to catch, wire rope 2 is often fixing once with dog by a bearing support, wire rope is hung for 2 times to annex roofing and is fixed by ground Niu Jinhang stretch-draw, thereby complete whole steady jobs of lower extension wire rope 2,
(3) make anti-air hardening steel bracing frame
With a right-angled triangle Windproof supporting frame 4 of ∠ 50 * 50 * 6 angle bar welding, the minor face of right-angled triangle is anti-air hardening steel bracing frame fixed edge 41, length is 1000 ㎜, the long right-angle side of right-angled triangle is anti-air hardening steel bracing frame top 42, length is 2200 ㎜, the hypotenuse of right-angled triangle is anti-air hardening steel bracing frame following 43, between anti-air hardening steel bracing frame top 42 and following 43, be parallel to two reinforcing ribs 44 of fixed edge 41 welding, two reinforcing ribs 44 are respectively 800 ㎜ and 1600 ㎜ apart from the distance of fixed edge 41, half-open choma is made in the top of right-angled triangle Windproof supporting frame 4 42 and the end of following 43 handing-over,
The fixed edge of right-angled triangle Windproof supporting frame 4 41 is vertically fixed on the wall face of super highrise building; the wire rope of lower extension 2 is passed from the open-ended ring inner side of anti-air hardening steel bracing frame 4; with dog, roll jail again; thereby wire rope two ends are fixed; by that analogy, complete lower extension and the steady job of overall height wire rope 2, anti-air hardening steel bracing frame 4 is established together every 12 meters; set up defences 15 of air hardening steel bracing frames of per pass, thus windproof endless belt formed;
(4) safety net adheres to fixing
Utilization is hung indigo plant and from top to bottom safety net 3 is attached to fixed on wire rope 2, its method is the earhole through safety net 3 two ends with little dog, directly be fixed on wire rope 2, the connection of safety net spreading and middle earhole can adopt 16# galvanized wire hank knotting shape overlap joint to tie, thereby completes the work of hanging up of whole hanging basket external protection coating.
Claims (8)
1. a multistoried building hanging basket external protection coating, it is characterized in that: comprise safety net, wire rope and two bearing supports in sustained height at least, described bearing support is arranged in the space that the adjacent floor up and down of super highrise building forms, bearing support front end stretches out floor eaves wall outside, and described safety net vertically hangs on bearing support front end through wire rope; Described bearing support is formed by connecting by fixed bearing, shape steel support and some reinforced poles, described fixed bearing is three-dimensional bearing, comprise the montant of one group of rectangular arrangement, one group of vertical pole and one group of cross bar, described montant two ends are separately fixed on described adjacent floor up and down, the two ends of the last layer of described vertical pole and every bar of basecoat be individually fixed in be installed on floor eaves wall sit on the fence clamping frame and with the corresponding metope of floor eaves wall on, described montant, vertical pole and cross bar intersection are by the firm snapping of hasp; Described shape steel support comprises two i iron and two supporting angle steels, place at described two i iron horizontal Tile intervals, front end stretches out floor eaves wall outside, two i iron are positioned on the part in the space that adjacent floor up and down forms and cross bar that tail end is fixed on fixed bearing, at two i iron upper surfaces, the one group of cross bar that pressurizes, the front end upper surface of two i iron connects by two supporting angle steels, two supporting angle steels are placed at interval dorsad, and steel cord ends is fixed on the middle part gap location of two supporting angle steels; The middle and upper part reinforcement by connection brace of the montant that the front end of every i iron and this i iron are crossing, described i iron and cross bar intersection, i iron and reinforcing brace intersection, reinforcing brace and montant intersection are by the firm snapping of hasp.
2. a kind of multistoried building hanging basket external protection coating according to claim 1, it is characterized in that: described in the clamping frame of sitting on the fence by a mobile jib, two vertical rods, formed, described mobile jib is fixed on corresponding montant and cross bar with vertical pole is parallel, mobile jib front end stretches out an at least fixedly segment distance of vertical rod of floor eaves wall outside, and mobile jib rear end is consistent with the vertical pole rear end that is positioned at centre position; Described two vertical rods be individually fixed in be positioned at floor eaves within the walls, on the mobile jib at outside place, the lower end of two vertical rods is fixed on inside and outside of floor eaves wall; The front end of the last layer of described vertical pole and every bar of basecoat is fixed on and is positioned at floor eaves within the walls in face vertical rod, and described mobile jib and montant, cross bar and vertical rod and vertical rod and vertical pole are by the firm snapping of hasp.
3. a kind of multistoried building hanging basket external protection coating according to claim 1, is characterized in that: the described reinforcing brace montant crossing with this i iron adopts reinforcing pull bar to be connected; The reinforcing brace of two i iron is reinforced cross bar with reinforcing pull bar junction with one and is connected; Described reinforcing brace and reinforcing pull bar, reinforcing pull bar and montant, reinforcing cross bar pass through the firm snapping of hasp with reinforcing brace.
4. according to a kind of multistoried building hanging basket external protection coating described in claim 1 or 2 or 3, it is characterized in that: the length that the front end of the shape steel support of described bearing support stretches out floor eaves wall outside is 2200 ㎜, the distance of rear end and floor eaves wall outside is 1600 ㎜, the spacing distance of two i iron of described shape steel support is 600 ㎜, and the spacing distance of two supporting angle steels of described shape steel support is 20 ㎜; The montant of described one group of rectangular arrangement is 3 * 3 matrix, the spacing of adjacent two row's montants is 1000 ㎜, a spacing of arranging the wall face of montant and super highrise building nearest apart from shape steel support front end is 800 ㎜, described one group of vertical pole is 3 * 3 vertical poles of arranging, and the spacing of adjacent two row's vertical poles is at least 600 ㎜; The distance of described adjacent two bearing supports in sustained height is no more than 5 meters; Two supporting angle steel middle part gap locations of described shape steel support are fixed with anti-slip ring, and described steel cord ends is fixed in anti-slip ring with dog.
5. a kind of multistoried building hanging basket external protection coating according to claim 1, is characterized in that: also comprise anti-air hardening steel bracing frame, described anti-air hardening steel bracing frame is fixed on the wall face of super highrise building.
6. a kind of multistoried building hanging basket external protection coating according to claim 5, it is characterized in that: described anti-air hardening steel bracing frame is triangular shaped steel frame, the adjacent edge of described triangular shaped steel frame is by being welded to connect, one side of described triangular shaped steel frame is fixed on the wall face of super highrise building, two reinforcing ribs are set between the another both sides of triangular shaped steel frame, and the junction, another both sides of triangular shaped steel frame is provided with half-open choma; Described reinforcing rib is parallel with the limit being fixed on the wall face of super highrise building, and described triangular shaped steel frame is on the wall face that vertical state is fixed on super highrise building.
7. a kind of multistoried building hanging basket external protection coating according to claim 6, it is characterized in that: described triangular shaped steel frame is right-angled triangle shaped steel frame, the long right-angle side length of described right-angled triangle shaped steel frame is 2200 ㎜, the short right-angle side length of right-angled triangle shaped steel frame is 1000 ㎜, the short right-angle side of right-angled triangle shaped steel frame is vertically fixed on the wall face of super highrise building, and the distance of two reinforcing ribs and short right-angle side is respectively 800 ㎜ and 1600 ㎜; The limit of described right-angled triangle shaped steel frame and reinforcing rib are the fixedly angle steel of ∠ 50 * 50 * 5; Described wire rope lower end is fixed in the half-open choma of anti-air hardening steel bracing frame with dog.
8. a kind of multistoried building hanging basket external protection coating according to claim 1, is characterized in that: on described wire rope, every 12 meters, anti-air hardening steel bracing frame is together set; Described anti-air hardening steel bracing frame neighbor distance is no more than 5 meters; Described safety net is anti-flammability Dense mesh screen.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210493914.7A CN103015696B (en) | 2012-11-28 | 2012-11-28 | Hanging basket outer protective layer for super high-rise building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210493914.7A CN103015696B (en) | 2012-11-28 | 2012-11-28 | Hanging basket outer protective layer for super high-rise building |
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| CN103015696A CN103015696A (en) | 2013-04-03 |
| CN103015696B true CN103015696B (en) | 2014-11-26 |
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| Application Number | Title | Priority Date | Filing Date |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111350346A (en) * | 2020-03-23 | 2020-06-30 | 北京市建筑工程研究院有限责任公司 | Creeping formwork attachment device for doubly-linked beam |
| CN113374236A (en) * | 2021-06-28 | 2021-09-10 | 兴化市永盛电力器材有限公司 | Quick assembly disassembly safety net for building engineering |
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| DE202006017661U1 (en) * | 2006-11-17 | 2007-04-26 | Rux Gmbh | Weather protector for construction or work scaffolds has battens constructed as weather strips into which lateral ends of tarpaulin are inserted |
| CN201125525Y (en) * | 2007-11-08 | 2008-10-01 | 吉泰企业股份有限公司 | Casing tube type anti-drop net bracket capable of lifting |
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| CN202467231U (en) * | 2012-02-27 | 2012-10-03 | 成都嘉泽正达金属制造有限公司 | Closed type vertical-surface protection system special for hanging basket construction |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| DE3347395A1 (en) * | 1983-12-29 | 1985-07-11 | Wolfgang 7958 Laupheim Baumann | Scaffold element |
| DE202006017661U1 (en) * | 2006-11-17 | 2007-04-26 | Rux Gmbh | Weather protector for construction or work scaffolds has battens constructed as weather strips into which lateral ends of tarpaulin are inserted |
| CN201125525Y (en) * | 2007-11-08 | 2008-10-01 | 吉泰企业股份有限公司 | Casing tube type anti-drop net bracket capable of lifting |
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| CN103015696A (en) | 2013-04-03 |
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