CN200955254Y - Supporting device for building - Google Patents
Supporting device for building Download PDFInfo
- Publication number
- CN200955254Y CN200955254Y CN 200620065241 CN200620065241U CN200955254Y CN 200955254 Y CN200955254 Y CN 200955254Y CN 200620065241 CN200620065241 CN 200620065241 CN 200620065241 U CN200620065241 U CN 200620065241U CN 200955254 Y CN200955254 Y CN 200955254Y
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- support
- truss
- perpendicular loop
- frame
- bar
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Abstract
The utility model relates to a supporting structure to be applied in construction field, which comprises at least four supporting chassis and supporting frames arranged on the supporting chassis. The supporting frame consists of at least one prefabricated rectangle frame, at least two prefabricated stringers crossing each other horizontally and longitudinally at equal space and distance, and at least one long and short diagonal member which are connected with two opposite angles formed by neighbor stringers crossing each other horizontally and longitudinally. Thanks to adopting a supporting frame structure composed of the prefabricated frame in a cordwood structure and the stringers crossing each other horizontally and longitudinally, the utility model not only has the advantages of simple and swift installation and detachment, strong and reliable structure, safe excel performance, but also efficiently makes sure the great flexibility in installation through the cordwood structure formed by the prefabricated crossing stringers, greatly improves the structure stability and safety of the utility model under materially high environment, thereby expanding the applicable scope of the utility model effectively.
Description
Technical field
The utility model relates to a kind of building machinery field, the scaffold that the bracing or strutting arrangement of using in particularly a kind of building operations or the maintenance field promptly is commonly called as.
Background technology
Scaffold is a kind of instrument of building trade indispensability, and the assembly for scaffold of present stage all is a common steel tube, is fastenedly connected with bolt by anchor ear between the steel pipe.Though like this be fastenedly connected the combination can finish its effect, but have the following disadvantages: be safety issue on the one hand, because the load-bearing of whole scaffold is to rely on the frictional force of anchor ear and steel pipe to bear, if the fastening degree of some bolts a certain part not enough or scaffold is overweight, just cause accident easily; The scaffold of present stage installation and removal process is loaded down with trivial details on the other hand, the very flexible required time is long, causes production efficiency low.Simultaneously the otherness between these assembly for scaffold is bigger, can not stacking when transporting and depositing, and it is many to take up room, and gives transportation and deposits and make troubles and increase its use cost.
Summary of the invention
The purpose of this utility model is the existence at the problems referred to above, provides that a kind of security performance is reliable, easy accessibility is simple, the flexibility height is used in assembling, cost of production is low, be convenient to the bracing or strutting arrangement for building of the modular construction transporting and deposit.
The purpose of this utility model is achieved through the following technical solutions:
A kind of bracing or strutting arrangement for building, comprise at least four support chassis and be installed on bracing frame on each support chassis, be characterized in that support frame as described above comprises that at least one is by at least four support bar and at least four torsion proof rectangle precast frames that the connecting rod that is connected between adjacent two support bars is formed that are socketed on accordingly respectively on each support chassis, at least two laterally vertically between preface interlock with distributing splice on the wherein two adjacent support bars of precast frame by two perpendicular loop bars and connect the prefabricated intersection stringer of torsion proof that at least one crossbeams of two perpendicular loop bars are formed, at least one be connected in adjacent transverse and the diagonal angle of the intersection stringer that vertically distributes between the length diagonal member, device has a locking and the locking fixture of positioning supports bar on corresponding support chassis between the support bar of the wherein said precast frame support chassis corresponding with it, is provided with between the correspondence two perpendicular loop bars of described adjacent two prefabricated intersection stringers and between the support bar of the perpendicular loop bar of described intersection stringer and precast frame and locks and locate the two corresponding hook spares that screw that erect loop bars or perpendicular loop bar and support bar.
Wherein above-mentioned each support chassis comprises the chassis and is rigidly connected in adjustable rod assembly on this chassis, and wherein said adjustable rod assembly is made up of tooth screw rod and the adjusting transverse arm that rotatably is placed on the tooth screw rod.
Be provided with a crossbeam that is rigidly connected in two perpendicular loop bars middle parts between the above-mentioned two perpendicular loop bars that respectively intersect truss, wherein said crossbeam and two erects and being connected of loop bar is respectively equipped with the wing plate that is positioned at the upper and lower side of crossbeam between the position, and described each wing plate is provided with the locking wedge hole that is used to connect diagonal member, and the two ends of above-mentioned each diagonal member are respectively equipped with and are connected in the self-locking claw hook that respectively intersects in the locking wedge hole of truss removably.
Above-mentioned bracing frame comprises that also one is used to support the top frame structure of construction formwork or mould bases, this top frame structure comprises that at least two are connected in two of opposite face and intersect the top truss of perpendicular loop bar of truss, at least four are installed on the top fixator on each top truss and are installed on serial connection roof beam structure between the adjacent two top fixators, wherein said each top truss is made up of a crossbeam and the perpendicular loop bar that is rigidly connected in the crossbeam both ends, described each top fixator is by the perpendicular pole that is rigidly connected to one, middle transverse arm, the top connector is formed, wherein should perpendicular pole sleeve be positioned in each perpendicular loop bar in each intersects the perpendicular loop bar of the perpendicular loop bar of truss and top truss and by transverse arm wherein, the described both ends that respectively are connected in series roof beam structure are set in respectively in the adjacent two top connectors.
The utility model is because the precast frame that adopts the unitization structure is formed the structure of bracing frame with the stringer that intersects that replaces in length and breadth, in that fully to guarantee to the utlity model has easy accessibility simple, fast, sound construction is reliable, on the good basis of security performance, also the prefabricated intersection stringer by its unitization structure guarantees that effectively the utility model has goodish flexibility and improves structural stability and the safety of the utility model under big height situation greatly when assembling, thereby effectively enlarge its range of application, and make it when transportation is deposited, can carry out stacking easily, significantly reduce it and take up room, further reduce its production and use cost.
Describe basic structure of the present utility model in detail below in conjunction with accompanying drawing:
Description of drawings
Fig. 1 is that structure of the present utility model is formed schematic diagram;
Fig. 2 is the local structure for amplifying schematic diagram of the I-I of Fig. 1;
Fig. 3 is the local structure for amplifying schematic diagram of the K-K of Fig. 1;
Fig. 4 is the local structure for amplifying schematic diagram of the G-G of Fig. 1.
The specific embodiment
As Fig. 1～shown in Figure 4, bracing or strutting arrangement for building described in the utility model comprises at least four support chassis 1 and is installed on bracing frame on each support chassis 1, support frame as described above comprises that at least one is by at least four support bar 21 and at least four torsion proof rectangle precast frames 2 that the connecting rod 22 that is connected between adjacent two support bars 21 is formed that are socketed on accordingly respectively on each support chassis 1, at least two laterally vertically between preface interlock with distributing splice on the wherein two adjacent support bars 21 of precast frame 2 by two perpendicular loop bars 31 and connect the prefabricated intersection stringer 3 of torsion proof that at least one crossbeams 32 of two perpendicular loop bars 31 are formed, at least one be connected in adjacent transverse and the diagonal angle of the intersection stringer 3 that vertically distributes between length diagonal member 4, device has a locking and the locking fixture 8 of positioning supports bar 21 on corresponding support chassis 1 between the support bar 21 of wherein said precast frame 2 support chassis 1 corresponding with it, be provided with between the correspondence two perpendicular loop bars of described adjacent two prefabricated intersection stringers 3 and between the support bar 21 of the perpendicular loop bar 31 of described intersection stringer 3 and precast frame 2 lock and locate two corresponding erect loop bars or perpendicular loop bar and support bar screw hook spare 9.
Wherein above-mentioned each support chassis 1 comprises chassis 11 and is rigidly connected in adjustable rod assembly on this chassis 11, and wherein said adjustable rod assembly is made up of tooth screw rod 12 and the adjusting transverse arm 13 that rotatably is placed on the tooth screw rod 12.Be provided with a crossbeam 32 that is rigidly connected in two perpendicular loop bar 31 middle parts between the above-mentioned two perpendicular loop bars 31 that respectively intersect truss 3, wherein said crossbeam 32 and two erects and being connected of loop bar 31 is respectively equipped with the wing plate 33 that is positioned at crossbeam 32 upper and lower sides between the position, and described each wing plate 33 is provided with the locking wedge hole 34 that is used to connect diagonal member, and the two ends of above-mentioned each diagonal member 4 are respectively equipped with and are connected in the self-locking claw hook 41 that respectively intersects in the locking wedge hole of truss 3 removably.Above-mentioned bracing frame comprises that also one is used to support the top frame structure of construction formwork or mould bases, this top frame structure comprises that at least two are connected in two of opposite face and intersect the top truss 5 of perpendicular loop bar 31 of truss 3, at least four are installed on the top fixator 6 on each top truss 5 and are installed on serial connection roof beam structure 7 between the adjacent two top fixators 6, wherein said each top truss 5 is made up of a crossbeam 51 and the perpendicular loop bar 52 that is rigidly connected in crossbeam 51 both ends, described each top fixator 6 is by the perpendicular pole 61 that is rigidly connected to one, middle transverse arm 62, top connector 63 is formed, wherein should perpendicular pole 61 sleeves be positioned in each perpendicular loop bar in each intersects the perpendicular loop bar 52 of the perpendicular loop bar 31 of truss 3 and top truss 5 and by transverse arm 62 wherein, the described both ends that respectively are connected in series roof beam structure 7 are set in respectively in the adjacent two top connectors 63.
Claims (4)
1, a kind of bracing or strutting arrangement for building, comprise at least four support chassis (1) and be installed on bracing frame on each support chassis (1), it is characterized in that support frame as described above comprises that at least one is by at least four support bar (21) and at least four torsion proof rectangle precast frames (2) that the connecting rod (22) that is connected between adjacent two support bars (21) is formed that are socketed on accordingly respectively on each support chassis (1), at least two laterally vertically between preface interlock with distributing splice on the wherein two adjacent support bars (21) of precast frame (2) by two perpendicular loop bars (31) and connect the prefabricated intersection stringer of torsion proof (3) that at least one crossbeams (32) of two perpendicular loop bars (31) are formed, at least one be connected in adjacent transverse and the diagonal angle of the intersection stringer (3) that vertically distributes between length diagonal member (4), device has a locking and the locking fixture (8) of positioning supports bar (21) on corresponding support chassis (1) between the support bar (21) of wherein said precast frame (2) support chassis (1) corresponding with it, be provided with between the support bar (21) of between the correspondence two perpendicular loop bars of described adjacent two prefabricated intersection stringers (3) and the perpendicular loop bar (31) of described intersection stringer (3) and precast frame (2) lock and locate two corresponding erect loop bars or perpendicular loop bar and support bar screw hook spare (9).
2, bracing or strutting arrangement for building according to claim 1, it is characterized in that above-mentioned each support chassis (1) comprises chassis (11) and is rigidly connected in adjustable rod assembly on this chassis (11), wherein said adjustable rod assembly is made up of tooth screw rod (12) and the adjusting transverse arm (13) that rotatably is placed on the tooth screw rod (12).
3, bracing or strutting arrangement for building according to claim 1, it is characterized in that being provided with a crossbeam (32) that is rigidly connected in two perpendicular loop bars (31) middle parts between the above-mentioned two perpendicular loop bars (31) that respectively intersect truss (3), being connected to be respectively equipped with between the position of wherein said crossbeam (32) and two perpendicular loop bars (31) is positioned on the crossbeam (32), the wing plate of downside (33), and described each wing plate (33) is provided with the locking wedge hole (34) that is used to connect diagonal member (4), and the two ends of above-mentioned each diagonal member (4) are respectively equipped with and are connected in the self-locking claw hook (41) that respectively intersects in the locking wedge hole of truss (3) removably.
4, according to claim 1 or 2 or 3 described bracing or strutting arrangements for building, it is characterized in that above-mentioned bracing frame comprises that also one is used to support the top frame structure of construction formwork or mould bases, this top frame structure comprises that at least two are connected in two of opposite face and intersect the top truss (5) of perpendicular loop bar (31) of truss (3), at least four are installed on the top fixator (6) on each top truss (5) and are installed on serial connection roof beam structure (7) between the adjacent two top fixators (6), wherein said each top truss (5) is made up of a crossbeam (51) and the perpendicular loop bar (52) that is rigidly connected in crossbeam (51) both ends, described each top fixator (6) is by the perpendicular pole (61) that is rigidly connected to one, middle transverse arm (62), top connector (63) is formed, wherein should perpendicular pole (61) sleeve also be positioned in each perpendicular loop bar by transverse arm (62) wherein in each intersects the perpendicular loop bar (52) of the perpendicular loop bar (31) of truss (3) and top truss (5), the described both ends that respectively are connected in series roof beam structure (7) are set in respectively in the adjacent two top connectors (63).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620065241 CN200955254Y (en) | 2006-09-30 | 2006-09-30 | Supporting device for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620065241 CN200955254Y (en) | 2006-09-30 | 2006-09-30 | Supporting device for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200955254Y true CN200955254Y (en) | 2007-10-03 |
Family
ID=38773838
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620065241 Expired - Fee Related CN200955254Y (en) | 2006-09-30 | 2006-09-30 | Supporting device for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200955254Y (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102191851A (en) * | 2010-03-18 | 2011-09-21 | 王云剑 | Novel support system |
| CN102877635A (en) * | 2012-10-16 | 2013-01-16 | 郑其雄 | Improved scaffold |
| CN103243933A (en) * | 2013-04-28 | 2013-08-14 | 上海宝冶集团有限公司 | Demountable combined supporting device used for steel structure construction |
| CN104295084A (en) * | 2014-10-29 | 2015-01-21 | 朱宏宇 | Screw pin clamping plate joints, independent frame, independent mold frame and construction method of independent mold frame |
| CN104821141A (en) * | 2015-05-27 | 2015-08-05 | 中冶建工集团有限公司 | Truss assembly and advertisement truss assembled by applying truss assembly |
| CN105525557A (en) * | 2015-12-29 | 2016-04-27 | 北京国家游泳中心有限责任公司 | Structural system for indoor temporary rink ice surface supporting transfer and construction method thereof |
| CN106312423A (en) * | 2016-10-25 | 2017-01-11 | 中铁五局集团有限公司 | Tool jig frame for manufacturing steel structure box bridge |
| CN106639281A (en) * | 2016-10-13 | 2017-05-10 | 周峰 | Detachable lifting scaffold |
| CN107762163A (en) * | 2017-10-28 | 2018-03-06 | 温州威泰建设有限公司 | A kind of floor beam mount bracket and use construction method |
| CN109465807A (en) * | 2018-10-19 | 2019-03-15 | 上海应用技术大学 | A kind of longitudinal axis structure and robot of truss robot |
| CN110318460A (en) * | 2019-07-23 | 2019-10-11 | 中冶建工集团有限公司 | A kind of construction method of inverted steps shape different formed steel construction |
| CN114180213A (en) * | 2021-11-19 | 2022-03-15 | 中国直升机设计研究所 | Helicopter rotor wing folding and fixing system |
| CN115123979A (en) * | 2022-06-14 | 2022-09-30 | 广西大学 | Lifting platform and high-altitude rescue vehicle |
-
2006
- 2006-09-30 CN CN 200620065241 patent/CN200955254Y/en not_active Expired - Fee Related
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102191851B (en) * | 2010-03-18 | 2013-04-24 | 王云剑 | Novel support system |
| CN102191851A (en) * | 2010-03-18 | 2011-09-21 | 王云剑 | Novel support system |
| CN102877635A (en) * | 2012-10-16 | 2013-01-16 | 郑其雄 | Improved scaffold |
| CN102877635B (en) * | 2012-10-16 | 2015-09-30 | 泉州博霖贸易有限公司 | A kind of modified form scaffold |
| CN103243933A (en) * | 2013-04-28 | 2013-08-14 | 上海宝冶集团有限公司 | Demountable combined supporting device used for steel structure construction |
| CN104295084A (en) * | 2014-10-29 | 2015-01-21 | 朱宏宇 | Screw pin clamping plate joints, independent frame, independent mold frame and construction method of independent mold frame |
| CN104821141A (en) * | 2015-05-27 | 2015-08-05 | 中冶建工集团有限公司 | Truss assembly and advertisement truss assembled by applying truss assembly |
| CN105525557B (en) * | 2015-12-29 | 2017-11-28 | 北京国家游泳中心有限责任公司 | Structural system and its construction method for indoor interim ice stadium ice face supporting conversion |
| CN105525557A (en) * | 2015-12-29 | 2016-04-27 | 北京国家游泳中心有限责任公司 | Structural system for indoor temporary rink ice surface supporting transfer and construction method thereof |
| CN106639281A (en) * | 2016-10-13 | 2017-05-10 | 周峰 | Detachable lifting scaffold |
| CN106312423A (en) * | 2016-10-25 | 2017-01-11 | 中铁五局集团有限公司 | Tool jig frame for manufacturing steel structure box bridge |
| CN107762163A (en) * | 2017-10-28 | 2018-03-06 | 温州威泰建设有限公司 | A kind of floor beam mount bracket and use construction method |
| CN107762163B (en) * | 2017-10-28 | 2019-08-13 | 温州威泰建设有限公司 | A kind of floor beam mount bracket and use construction method |
| CN109465807A (en) * | 2018-10-19 | 2019-03-15 | 上海应用技术大学 | A kind of longitudinal axis structure and robot of truss robot |
| CN110318460A (en) * | 2019-07-23 | 2019-10-11 | 中冶建工集团有限公司 | A kind of construction method of inverted steps shape different formed steel construction |
| CN114180213A (en) * | 2021-11-19 | 2022-03-15 | 中国直升机设计研究所 | Helicopter rotor wing folding and fixing system |
| CN114180213B (en) * | 2021-11-19 | 2023-04-25 | 中国直升机设计研究所 | Helicopter rotor folding and fixing system |
| CN115123979A (en) * | 2022-06-14 | 2022-09-30 | 广西大学 | Lifting platform and high-altitude rescue vehicle |
| CN115123979B (en) * | 2022-06-14 | 2024-06-04 | 广西大学 | Lifting platform and high-altitude rescue vehicle |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20071003 Termination date: 20100930 |