CN101761221A - Full scaffold template support frame with height greater than 8 m - Google Patents
Full scaffold template support frame with height greater than 8 m Download PDFInfo
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- CN101761221A CN101761221A CN200810194693A CN200810194693A CN101761221A CN 101761221 A CN101761221 A CN 101761221A CN 200810194693 A CN200810194693 A CN 200810194693A CN 200810194693 A CN200810194693 A CN 200810194693A CN 101761221 A CN101761221 A CN 101761221A
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- assembly
- scaffold template
- full hall
- hall scaffold
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Abstract
The invention discloses a full scaffold template support frame with the height greater than 8 m, which comprises a base assembly, a vertical rod assembly, a horizontal transverse rod assembly, an inclined rod assembly and a support seat assembly. The invention is characterized in that inclined rods are in fully distributed arrangement, the step distance of horizontal rods does not exceed 1.5 m, and horizontal layer inclined rods or large scissor supporters are arranged along the support frame height at the distance of every 3 to 4 standard steps, and are reliably connected in a pulled way with the peripheral structure. Each structural element in the combined scaffold of the invention can realize the normalization and the modularization, so the number of components is obviously reduced, the building is easy, in addition, the frame body design structure of the template support frame of the invention is reasonable, and the safety factor is high.
Description
Technical field
The present invention relates to a kind of construction equipment, especially a kind of full hall scaffold template stand.
Background technology
Present console mode steel pipe scaffold support, mainly comprise rod member, fastener and pedestal etc., described rod member mainly comprises vertical rod, cross bar and brace, can adopt the steel pipe manufacturing of unified specification diameter, described fastener mainly contains the perpendicular type fastener, yi word pattern fastener and rotary type fastener etc., in addition, also must establish wall connecting rod and strut, be used for strengthening the integral rigidity of scaffold stand, can produce after the prolonged use in rod member junction and become flexible, therefore essential installing strut when setting up the scaffold stand of high height.More when existing this type of scaffold buildingization is taken a lot of work, the speed of setting up scaffold is slow, can not adapt to the needs of construction at a high speed.
Summary of the invention
The object of the present invention is to provide the full hall scaffold template stand that a kind of structural safety is reliable, set up simple to operate and saving structural meterials.
Technical scheme of the present invention provides the full hall scaffold template stand that a kind of height surpasses 8m, comprise base assembly, rod assembly, horizontal cross bar assembly, brace assembly and bracket assembly, it is characterized in that: brace is abound with setting, the step pitch of horizon bar is no more than 1.5m, every 3～4 standard step pitches leveling course brace or shear support are set along support height, and carry out reliable drawknot with peripheral structure.
Each structural member of the full hall of the present invention scaffold template stand all can be accomplished normalization and modularization, and component number is significantly reduced, and build easily, and support support body project organization is reasonable, the safety factor height.
Description of drawings
Below in conjunction with accompanying drawing the embodiment of the invention is further elaborated.
Fig. 1 is scaffold agent structure assembling schematic diagram of the present invention.
Fig. 2 is the enlarged diagram of the connection fastener partial structurtes of A indication among Fig. 1.
Fig. 3 is above-mentioned scaffold base assembly structural representation.
Fig. 4 is above-mentioned scaffold brace modular construction schematic diagram.
Fig. 5 is above-mentioned scaffold bracket modular construction schematic diagram.
Fig. 6 highly surpasses the full hall falsework structural representation of 8m for the present invention.
The specific embodiment
Each member of scaffold of the present invention such as Fig. 1 comprise a plurality of base assemblies 10, rod assembly 20, adapter sleeve assembly 30, horizontal cross bar assembly 40, brace assembly 50, bracket assembly 60 and mount pin 70 to shown in Figure 5.Base assembly 10 comprises plinth 12 and is arranged on screw rod 14 and key 16 on the base 12.The length of rod assembly 20 has from the shortest that to be 0.5 or 0.25 meter the longest be that three meters or three meters are with first-class several length specifications, as working as upright pavilion length is three meters, then weld a connection fastener 22 every half meter on one's body in vertical rod, for horizontal cross bar 40 usefulness are installed, when vertical rod length is two meters, establish three such connection fasteners, when length is one meter, if such connection fastener when setting up scaffold, can select connection fastener that horizontal cross bar is installed along the vertical rod short transverse as required.Connection fastener 22 evenly is provided with eight plug receptacles 24 for circle or octagon.Cross bar assembly 40 two ends are provided with prong 42, and the installing hole 44 of contiguous prong, are provided with open slot (not shown) on the upper and lower ear of formation prong.Prong 42 clips of the end of cross bar 40 of the present invention are on annular connection fastener 22, the open slot of the upper and lower ear of cross bar prong aligns with the interface 24 of annular connection fastener and forms a vertical spliced eye, then alignment pin 70 is inserted in the vertical spliced eye, thereby vertical rod is connected with cross bar.Brace assembly 50 two ends are provided with bearing pin 52, and the shape of cross section of bearing pin 52 can be positive nonagon or garden shape, insert in the installing hole 44 of cross bar 40 and tighten with bolt, and forming has three compacted formation lines contacts of rib all the time, are connected firmly and are difficult for loosening thereby make.Bracket assembly 60 comprises screw rod 62, and key 64 is installed on the screw rod 62, and the screw rod top is provided with shaped steel 66.
As shown in Figure 6, when using each member scaffolding height of scaffold of the present invention to surpass full falsework of 8m, brace assembly 50 should be abound with setting, and the step pitch of controlling level cross bar assembly 40 is no more than 1.5 meters, every 3～4 standard step pitches leveling course brace assembly or shear support 80 are set along height, and carry out reliable drawknot with peripheral structure.For the independent high-supported formwork frame of strip, the ratio H/B that should control support body overall height and the width of support body is not more than 3, otherwise should enlarge the lower frame size, perhaps takes to be provided with reinforcement measures such as cable wind rope.
Each structural member in the combined scaffold of the present invention all can be accomplished normalization and modularization, and component number is significantly reduced, and build easily, and falsework support body project organization of the present invention is reasonable, the safety factor height.
Claims (7)
1. a height surpasses the full hall scaffold template stand of 8m, comprise base assembly, rod assembly, horizontal cross bar assembly, brace assembly and bracket assembly, it is characterized in that: brace is abound with setting, the step pitch of horizon bar is no more than 1.5m, every 3～4 standard step pitches leveling course brace or shear support are set along support height, and carry out reliable drawknot with peripheral structure.
2. full hall scaffold template stand according to claim 1, it is characterized in that: described base assembly is provided with the adjustment nut of adjustment rack pin lifting.
3. full hall scaffold template stand according to claim 2, it is characterized in that: the adjusting nut of described base assembly is liftoff in 300mm, and bottom horizon bar is liftoff should be less than 550mm.
4. full hall scaffold template stand according to claim 1 is characterized in that: be set with a plurality of connection fasteners on the described rod assembly, interconnect by described adapter sleeve assembly between the described rod assembly.
5. full hall scaffold template stand according to claim 1, it is characterized in that: the two ends of described horizontal cross bar assembly are provided with installing hole and prong, described horizontal cross bar assembly prong is connected on the connection fastener of described rod assembly, and it is fixing to peg graft by alignment pin.
6. full hall scaffold template stand according to claim 1 is characterized in that: the both-side ends of described brace assembly is provided with pin and supplies its grafting and locking in the installing hole of described horizontal cross bar assembly.
7. full hall scaffold template stand according to claim 1, it is characterized in that: the jib-length of stretching out top layer horizon bar assembly of described bracket assembly should not surpass 550mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810194693A CN101761221A (en) | 2008-11-17 | 2008-11-17 | Full scaffold template support frame with height greater than 8 m |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810194693A CN101761221A (en) | 2008-11-17 | 2008-11-17 | Full scaffold template support frame with height greater than 8 m |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101761221A true CN101761221A (en) | 2010-06-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200810194693A Pending CN101761221A (en) | 2008-11-17 | 2008-11-17 | Full scaffold template support frame with height greater than 8 m |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101761221A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276885A (en) * | 2013-05-13 | 2013-09-04 | 南京工程学院 | Method for preventing high and large formwork full hall fastener type tubular steel scaffolding from lateral displacement |
| CN104047424A (en) * | 2014-07-08 | 2014-09-17 | 北京交通大学 | Whole collapse preventing high and large formwork supporting system |
| CN105804379A (en) * | 2016-06-08 | 2016-07-27 | 中国二十二冶集团有限公司 | Fastener-type full-hall scaffold supporting method |
| CN110259073A (en) * | 2019-07-02 | 2019-09-20 | 中国建筑第八工程局有限公司 | Full hall scaffold and its erection method applied to wind tunnel body construction |
| CN110735526A (en) * | 2019-10-22 | 2020-01-31 | 武汉建工集团股份有限公司 | assembling self-standing scaffold system |
| CN113719093A (en) * | 2021-09-27 | 2021-11-30 | 中建一局集团建设发展有限公司 | Node structure of high-narrow demonstration screen fixing structure adopting light high-strength steel |
-
2008
- 2008-11-17 CN CN200810194693A patent/CN101761221A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276885A (en) * | 2013-05-13 | 2013-09-04 | 南京工程学院 | Method for preventing high and large formwork full hall fastener type tubular steel scaffolding from lateral displacement |
| CN104047424A (en) * | 2014-07-08 | 2014-09-17 | 北京交通大学 | Whole collapse preventing high and large formwork supporting system |
| CN104047424B (en) * | 2014-07-08 | 2015-03-18 | 北京交通大学 | Whole collapse preventing high and large formwork supporting system |
| CN105804379A (en) * | 2016-06-08 | 2016-07-27 | 中国二十二冶集团有限公司 | Fastener-type full-hall scaffold supporting method |
| CN110259073A (en) * | 2019-07-02 | 2019-09-20 | 中国建筑第八工程局有限公司 | Full hall scaffold and its erection method applied to wind tunnel body construction |
| CN110735526A (en) * | 2019-10-22 | 2020-01-31 | 武汉建工集团股份有限公司 | assembling self-standing scaffold system |
| CN113719093A (en) * | 2021-09-27 | 2021-11-30 | 中建一局集团建设发展有限公司 | Node structure of high-narrow demonstration screen fixing structure adopting light high-strength steel |
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Application publication date: 20100630 |