CN103615101A - Ultra-high atrium frame body decomposition extension protective frame system - Google Patents
Ultra-high atrium frame body decomposition extension protective frame system Download PDFInfo
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- CN103615101A CN103615101A CN201310540603.6A CN201310540603A CN103615101A CN 103615101 A CN103615101 A CN 103615101A CN 201310540603 A CN201310540603 A CN 201310540603A CN 103615101 A CN103615101 A CN 103615101A
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- vertical rod
- zhongting
- superelevation
- frame system
- protective frame
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Abstract
The invention discloses an ultra-high atrium frame body decomposition extension protective frame system comprising upright rods (1), longitudinal bottom horizontal rods (2) and transverse bottom horizontal rods (3), wherein the upright rods (1) are vertically arranged, the upright rods (1), the longitudinal bottom horizontal rods (2) and the transverse bottom horizontal rods (3) are perpendicularly connected, and an internal upright rod (13) and the top face are fixed to form a basic network framework; the layer face of the basic network framework is provided with horizontal longitudinal rods (5) and horizontal transverse rods (6), and bamboo basketry pieces (9) are laid on the top row of the basic network framework; the top row and the bottom row of the basic network framework are connected with inclined struts (8); the extension portion of the top row is provided with protective upright rods (10) and fixed through pull rods (11); the inner side of each protective upright rod (10) is provided with a protective transverse rod (12); the outer side of each protective upright rod (10) is provided with a dense safety net (13) to form a unit structure. The ultra-high atrium frame body decomposition extension protective frame system can eliminate potential safety hazards of ultra-high construction, reduce erecting complexity, save the cost and shorten the construction period.
Description
Technical field
The present invention relates to a kind of superelevation Zhongting support body and decompose extension protective frame system.
Background technology
At present, scaffold had used for many years already in building, was mainly used in the position that major structure of construction, interior decoration or superelevation Zhongting etc. cannot directly be constructed.Nowadays superelevation Zhongting design building is more and more, for superelevation Zhongting building interior, fits up the needs that scaffold building technological innovation used is domestic decoration industry development.
There is following drawback in prior art:
1, full hall scaffold, from great, the concentrated stress of bottom beam slab is easily caused to agent structure unstability, and it is high to set up cost.
2, it is long that Man Tang, jenny scaffold are taken the cycle of tearing open, and above affect bottom work plane construction from bottom, can not meet the requirements such as current high-efficiency operation, duration.
3, movable leg hand scaffolding height cannot meet the demand of superelevation Zhongting construction.
Summary of the invention
Reduction of erection time is provided: provide a kind of superelevation Zhongting support body to decompose and extend protective frame system, it can eliminate the potential safety hazard of superelevation construction, reduces the complexity of setting up, cost-saving.
Technical scheme of the present invention is: a kind of superelevation Zhongting support body decomposes extension protective frame system, it comprises vertical rod, longitudinally sweep the floor bar, the horizontal bar of sweeping the floor, described vertical rod is vertically arranged, vertical rod, longitudinally sweep the floor bar, laterally sweep the floor mutual vertical connection of bar, vertical rod is fixed by right-angle coupler with the bar of longitudinally sweeping the floor, and the interior rod end in vertical rod is by adjustable rest and the fixing basic network framework that forms of end face; In the aspect of described basic network framework, transverse and longitudinal is equipped with and fills horizontal vertical pole, horizontal cross bar, and top row of horizontal cross bar stretches out, and top row is equipped with bamboo basketry sheet; Basic network framework top row and end row are connected with diagonal brace, by rotary buckle, fix; Top row's extending part is provided with flak jacket vertical rod, and fixes by pull bar, and flak jacket vertical rod inner side is provided with flak jacket cross bar, and flak jacket vertical rod outside is provided with close order safety net forming unit structure.
Below technique scheme is further expalined:
On the frame face that described vertical rod and the bar of laterally sweeping the floor form, add intrinsic bridging.
The angle of described pull bar and horizontal cross bar is between 55 °～65 °.
Described bridging and ground angle are between 45 °～60 °.
The connected vertical rod angle of described diagonal brace should be between 30 °～40 °.
The horizontal vertical pole of the described bamboo basketry sheet bottom spacing of arranging is 300mm.
Described bamboo basketry sheet above water 0.6m respectively arrange with 1.2m place together with flak jacket cross bar.
Described every three-layer cell structure connects a flak jacket vertical rod altogether.
Described bridging intersects in conjunction with fixing mutually with diagonal brace.
Described bamboo basketry sheet is of a size of 1.0m * 1.5m, and close order safety net is of a size of 1.2m * 0.6m.
Advantage of the present invention is: superelevation Zhongting support body of the present invention decomposes extension protective frame system, and it changes the present situation that it is difficult that large-scale Zhongting is constructed, and eliminates the potential safety hazard of superelevation Zhongting construction, reduces the complexity of setting up, cost-saving, shortens to take and tears open the duration.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is described further:
Fig. 1 is embodiment of the present invention basic network frame structures schematic diagram;
Fig. 2 is that the embodiment of the present invention is reinforced basic network frame structures schematic diagram;
Fig. 3 is embodiment of the present invention reinforcement protection basic network frame structures schematic diagram;
Fig. 4 is the complete basic structure schematic diagram of the embodiment of the present invention;
Fig. 5 is the adjustable rest node diagram of the embodiment of the present invention;
Wherein: 1 vertical rod; 2 bars of longitudinally sweeping the floor; 3 bars of laterally sweeping the floor; 4 adjustable rests; 5 horizontal vertical poles; 6 horizontal cross bars; 7 bridgings; 8 diagonal braces; 9 bamboo basketry sheets; 10 flak jacket vertical rods; 11 pull bars; 12 flak jacket cross bars; 13 interior vertical rods.
The specific embodiment
Embodiment: as shown in Figure 1: a kind of superelevation Zhongting support body decomposes and extends protective frame system, it comprises vertical rod 1, longitudinally sweep the floor bar 2, laterally sweep the floor bar 3, horizontal vertical pole 5, horizontal cross bar 6, bridging 7, diagonal brace 8, flak jacket vertical rod 10, pull bar 11.
According to designing requirement, measure vertical rod 1 distance, and carry out mark, vertical rod 1 is vertically arranged, vertical rod 1, longitudinally sweep the floor bar 2, laterally sweep the floor bar 3 vertical connection mutually, vertical rod 1 is fixed by right-angle coupler with the bar 2 of longitudinally sweeping the floor.As shown in Figure 5, interior vertical rod 13 tops in vertical rod 1 are by adjustable rest 4 and the gigantic fixedly formation of end face basic network framework; In the aspect of described basic network framework, transverse and longitudinal is equipped with and fills horizontal vertical pole 5, horizontal cross bar 6, top row of horizontal cross bar 6 stretches out, top row is equipped with bamboo basketry sheet 9, and with 10# galvanized wire hoop around fixing after 2～3 circles on horizontal vertical pole 5, the horizontal vertical pole 5 of bamboo basketry sheet 9 bottoms is encrypted and is laid, and the spacing of arranging is 300mm.The angle of pull bar 11 and horizontal cross bar 6 is between 55 °～65 °.Bamboo basketry sheet 9 is of a size of 1.0m * 1.5m.Use rotary buckle to be connected with vertical rod 1 or horizontal cross bar 6, and tie point is no less than three places.
As shown in Figure 2, basic network framework top row is connected with diagonal brace 8, by rotary buckle, fixedly reaches design height with end row; On the frame face that vertical rod 1 and the bar 3 of laterally sweeping the floor form, add intrinsic bridging 7.Bridging 7 intersects in conjunction with fixing mutually with diagonal brace 8.Bridging 7 and ground angle are between 45 °～60 °.Connected vertical rod 1 angle of diagonal brace 8 should be between 30 °～40 °.
As shown in Figure 3, Figure 4, flak jacket vertical rod 10 is connected with the horizontal cross bar 6 of each floor top row's extending part by rotary buckle, and fixing by pull bar 11, flak jacket vertical rod 10 inner sides are provided with flak jacket cross bar 12, and flak jacket vertical rod 10 outsides are provided with close order safety net 13 forming unit structures.Block construction divides floor to set up respectively, and every three-layer cell structure connects a flak jacket vertical rod 10 altogether, makes to form and reinforce form between floor.Close order safety net 13 is of a size of 1.2m * 0.6m, uses iron wire colligation in flak jacket vertical rod 10.Flak jacket cross bar 12 is located at the inner side of flak jacket vertical rod 10, adopts right-angle coupler to connect, bamboo basketry sheet 9 above water 0.6m respectively arrange with 1.2m place together with flak jacket cross bar 12.Block construction main bearing member is positioned at agent structure space, and inner bamboo basketry sheet 9 tops are personnel's operating platform, and flak jacket vertical rod 10, flak jacket cross bar 12 and close order safety net 13 form the external security enclosed structure of personnel's operating platform.
It should be pointed out that for the present invention through absolutely proving, also can there is the embodiment of multiple conversion and remodeling, be not limited to above-mentioned specific embodiment.Above-described embodiment is as just explanation of the present invention, rather than limitation of the present invention.In a word, protection scope of the present invention should comprise those apparent conversion or alternative and remodeling to those skilled in the art.
Claims (10)
1. a superelevation Zhongting support body decomposes extension protective frame system, it is characterized in that: it comprises vertical rod (1), longitudinally sweep the floor bar (2), the horizontal bar (3) of sweeping the floor, described vertical rod (1) is vertically arranged, vertical rod (1), longitudinally sweep the floor bar (2), laterally sweep the floor mutual vertical connection of bar (3), vertical rod (1) is fixed by right-angle coupler with the bar (2) of longitudinally sweeping the floor, and interior vertical rod (13) top in vertical rod (1) is by the fixing basic network framework that forms of adjustable rest (4) and end face; In the aspect of described basic network framework, transverse and longitudinal is equipped with and fills horizontal vertical pole (5), horizontal cross bar (6), and top row of horizontal cross bar (6) stretches out, and top row is equipped with bamboo basketry sheet (9); Basic network framework top row and end row are connected with diagonal brace (8), by rotary buckle, fix; Top row's extending part is provided with flak jacket vertical rod (10), and fixing by pull bar (11), and flak jacket vertical rod (10) inner side is provided with flak jacket cross bar (12), and flak jacket vertical rod (10) outside is provided with close order safety net (13) forming unit structure.
2. superelevation Zhongting support body according to claim 1 decomposes extension protective frame system, it is characterized in that: on the frame face that described vertical rod (1) and the bar (3) of laterally sweeping the floor form, add intrinsic bridging (7).
3. superelevation Zhongting support body according to claim 1 decomposes extension protective frame system, it is characterized in that: the angle of described pull bar (11) and horizontal cross bar (6) is between 55 °～65 °.
4. superelevation Zhongting support body according to claim 2 decomposes extension protective frame system, it is characterized in that: described bridging (7) and ground angle are between 45 °～60 °.
5. superelevation Zhongting support body according to claim 1 decomposes extension protective frame system, it is characterized in that: the connected vertical rod of described diagonal brace (8) (1) angle should be between 30 °～40 °.
6. superelevation Zhongting support body according to claim 1 decomposes and extends protective frame system, it is characterized in that: the horizontal vertical pole (5) of described bamboo basketry sheet (9) the bottom spacing of arranging is 300mm.
7. superelevation Zhongting support body according to claim 1 decomposes and extends protective frame system, it is characterized in that: described bamboo basketry sheet (9) above water 0.6m respectively arrange with 1.2m place together with flak jacket cross bar (12).
8. superelevation Zhongting support body according to claim 1 decomposes extension protective frame system, it is characterized in that: described every three-layer cell structure connects a flak jacket vertical rod (10) altogether.
9. superelevation Zhongting support body according to claim 2 decomposes extension protective frame system, it is characterized in that: described bridging (7) intersects in conjunction with fixing mutually with diagonal brace (8).
10. superelevation Zhongting support body according to claim 1 decomposes extension protective frame system, it is characterized in that: described bamboo basketry sheet (9) is of a size of 1.0m * 1.5m, and close order safety net (13) is of a size of 1.2m * 0.6m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310540603.6A CN103615101B (en) | 2013-11-06 | 2013-11-06 | Ultra-high atrium frame body decomposition extension protective frame system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310540603.6A CN103615101B (en) | 2013-11-06 | 2013-11-06 | Ultra-high atrium frame body decomposition extension protective frame system |
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| Publication Number | Publication Date |
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| CN103615101A true CN103615101A (en) | 2014-03-05 |
| CN103615101B CN103615101B (en) | 2016-01-06 |
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| CN201310540603.6A Active CN103615101B (en) | 2013-11-06 | 2013-11-06 | Ultra-high atrium frame body decomposition extension protective frame system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106955429A (en) * | 2017-05-05 | 2017-07-18 | 张龙武 | Fast and safely stringing is taken refuge cunning for fire in high buildings and earthquake emergency escape |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20000009699A (en) * | 1998-07-28 | 2000-02-15 | 박윤기 | Safety fence for construction |
| KR100466602B1 (en) * | 2002-08-13 | 2005-01-24 | (주)유일엔지니어링종합건축사사무소 | A Protection Shelf for falling a thing |
| CN202187539U (en) * | 2011-08-03 | 2012-04-11 | 中国建筑第二工程局有限公司 | Slope platform operation scaffold for high-rise building |
| CN203569870U (en) * | 2013-11-06 | 2014-04-30 | 苏州金螳螂建筑装饰股份有限公司 | Protective frame system for disassembling and extending of ultrahigh atrium frame |
-
2013
- 2013-11-06 CN CN201310540603.6A patent/CN103615101B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20000009699A (en) * | 1998-07-28 | 2000-02-15 | 박윤기 | Safety fence for construction |
| KR100466602B1 (en) * | 2002-08-13 | 2005-01-24 | (주)유일엔지니어링종합건축사사무소 | A Protection Shelf for falling a thing |
| CN202187539U (en) * | 2011-08-03 | 2012-04-11 | 中国建筑第二工程局有限公司 | Slope platform operation scaffold for high-rise building |
| CN203569870U (en) * | 2013-11-06 | 2014-04-30 | 苏州金螳螂建筑装饰股份有限公司 | Protective frame system for disassembling and extending of ultrahigh atrium frame |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106955429A (en) * | 2017-05-05 | 2017-07-18 | 张龙武 | Fast and safely stringing is taken refuge cunning for fire in high buildings and earthquake emergency escape |
| CN106955429B (en) * | 2017-05-05 | 2022-03-25 | 张龙武 | Rapid and safe pipe distribution refuge device for emergency evacuation of high-rise fire and earthquake |
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| Publication number | Publication date |
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| CN103615101B (en) | 2016-01-06 |
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