CN202672686U - Ultrahigh falling unattached operating scaffold - Google Patents
Ultrahigh falling unattached operating scaffold Download PDFInfo
- Publication number
- CN202672686U CN202672686U CN 201220341037 CN201220341037U CN202672686U CN 202672686 U CN202672686 U CN 202672686U CN 201220341037 CN201220341037 CN 201220341037 CN 201220341037 U CN201220341037 U CN 201220341037U CN 202672686 U CN202672686 U CN 202672686U
- Authority
- CN
- China
- Prior art keywords
- vertical rod
- scaffold
- support body
- vertical
- frame body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses an ultrahigh falling unattached operating scaffold. The scaffold comprises a plurality of groups of vertical rod units and a plurality of groups of horizontal rod units which are mutually connected, wherein each group of vertical rod unit which is positioned at the four corners of a frame body and below 2/3 of the overall height of the frame body is provided with three vertical rods; each group of vertical rod unit which is positioned on the other parts of the frame body and below 2/3 of the overall height of the frame body is provided with two vertical rods; each of the other vertical rod units is provided with one vertical rod; the bottoms of the vertical rod units positioned at the bottom of the frame body are welded in channel steel; the channel steel is fixed on the ground; reinforced structures and cable wind ropes are arranged at the four corners of 2/3 of the overall height of the frame body; a plurality of vertical diagonal bracings are continuously arranged on the four vertical surfaces of the frame body; and a horizontal diagonal bracing is erected on the top of each vertical diagonal bracing. The unattached falling operating scaffold with the height of more than 50m can be erected.
Description
Technical field
The utility model relates to a kind of scaffold, particularly relates to a kind of superelevation and lands without the attach operation scaffold.
Background technology
At present, according to the practical experience of domestic decades and the investigation of domestic scaffold, the scaffold building height generally is no more than 50 meters height.But because the independence of some tower-shaped building design and the characteristic of the thin and tall ratio of super large, can only use traditional scaffold to construct as operating platform, and the industry standard of domestic scaffold " building operations fastener type steel pipe scaffold technical specification of security " is not done the closed specification requirement mainly for the scaffold below 50 meters to the scaffold building technology that surpasses more than 50 meters.
The utility model content
The utility model provides a kind of superelevation to land without the attach operation scaffold for solving the technical problem that exists in the known technology, and the scaffolding height of this scaffold can surpass 50 meters, can satisfy superaltitude construction needs.
The technical scheme that the utility model is taked for the technical problem that exists in the solution known technology is: a kind of superelevation is landed without the attach operation scaffold, comprise interconnective many group vertical rod unit and cross-bar unit, be positioned at four rotation angle positions of support body and in the every group described vertical rod unit of support body whole height below 2/3 three vertical rods arranged, other position of support body and two vertical rods are arranged in every group of described vertical rod unit of support body whole height below 2/3, all there is a vertical rod all the other described vertical rod unit; Be positioned at the bottom welding of described vertical rod unit of support body bottom at channel-section steel, described channel-section steel fixes on the ground; Be provided with ruggedized construction at whole 2/3 At The Height of support body at four rotation angle positions, and respectively establish a cable wind rope; On four facades of support body, be furnished with continuously a plurality of vertical bridgings; Top at each described vertical bridging is erected with horizontal cross brace.
This scaffold is design of coupler scaffold.
Advantage and the good effect that the utlity model has are: 1) can set up the nothing that surpasses 50 meters height and adhere to console mode operation scaffold.2) design of coupler scaffold supports than lattice that to set up speed fast, can satisfy need of production.3) expense of design of coupler scaffold is lower, only bears lease and sets up expense, need not buy material and make.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the partial top view of Fig. 1.
The specific embodiment
For further understanding summary of the invention of the present utility model, Characteristic, hereby exemplify following examples, and cooperate accompanying drawing to be described in detail as follows:
See also Fig. 1～Fig. 2, a kind of superelevation is landed without the attach operation scaffold, comprise interconnective many group vertical rod unit 1 and cross-bar unit 3, be positioned at four rotation angle positions of support body and in the every group described vertical rod unit 1 of support body whole height below 2/3 three vertical rods arranged, other position of support body and two vertical rods are arranged in every group of described vertical rod unit 1 of support body whole height below 2/3, all there is a vertical rod all the other described vertical rod unit 1; Be positioned at the bottom welding of described vertical rod unit 1 of support body bottom at channel-section steel 2, described channel-section steel 2 fixes on the ground; Be provided with ruggedized construction at whole 2/3 At The Height of support body at four rotation angle positions, and respectively establish a cable wind rope; On four facades of support body, be furnished with continuously a plurality of vertical bridgings; Top at each described vertical bridging is erected with horizontal cross brace.
In the present embodiment, above-mentioned scaffold adopts design of coupler scaffold.
Although the above is described preferred embodiment of the present utility model by reference to the accompanying drawings; but the utility model is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment only is schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; not breaking away from the scope situation that the utility model aim and claim protect, can also make a lot of forms, these all belong within the protection domain of the present utility model.
Claims (2)
1. a superelevation is landed without the attach operation scaffold, comprise interconnective many group vertical rod unit and cross-bar unit, it is characterized in that, be positioned at four rotation angle positions of support body and in the every group described vertical rod unit of support body whole height below 2/3 three vertical rods arranged, other position of support body and two vertical rods are arranged in every group of described vertical rod unit of support body whole height below 2/3, all there is a vertical rod all the other described vertical rod unit; Be positioned at the bottom welding of described vertical rod unit of support body bottom at channel-section steel, described channel-section steel fixes on the ground;
Be provided with ruggedized construction at whole 2/3 At The Height of support body at four rotation angle positions, and respectively establish a cable wind rope;
On four facades of support body, be furnished with continuously a plurality of vertical bridgings; Top at each described vertical bridging is erected with horizontal cross brace.
2. superelevation according to claim 1 is landed without the attach operation scaffold, it is characterized in that, this scaffold is design of coupler scaffold.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220341037 CN202672686U (en) | 2012-07-13 | 2012-07-13 | Ultrahigh falling unattached operating scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220341037 CN202672686U (en) | 2012-07-13 | 2012-07-13 | Ultrahigh falling unattached operating scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202672686U true CN202672686U (en) | 2013-01-16 |
Family
ID=47493596
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220341037 Expired - Fee Related CN202672686U (en) | 2012-07-13 | 2012-07-13 | Ultrahigh falling unattached operating scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202672686U (en) |
Cited By (5)
| 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 |
| CN104453193A (en) * | 2014-10-31 | 2015-03-25 | 上海隧道工程股份有限公司 | Multi-resistant sliding fastener formwork support with three kinds of horizontal rods on top layer |
| CN107489264A (en) * | 2017-09-26 | 2017-12-19 | 二十二冶集团天津建设有限公司 | Shaped steel adds the high support system construction method of steel pipe scaffold |
| 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 |
| CN110735525A (en) * | 2019-10-22 | 2020-01-31 | 武汉建工集团股份有限公司 | prefabricated self-standing steel tube scaffold system |
-
2012
- 2012-07-13 CN CN 201220341037 patent/CN202672686U/en not_active Expired - Fee Related
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 |
| CN104453193A (en) * | 2014-10-31 | 2015-03-25 | 上海隧道工程股份有限公司 | Multi-resistant sliding fastener formwork support with three kinds of horizontal rods on top layer |
| CN107489264A (en) * | 2017-09-26 | 2017-12-19 | 二十二冶集团天津建设有限公司 | Shaped steel adds the high support system construction method of steel pipe scaffold |
| 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 |
| CN110735525A (en) * | 2019-10-22 | 2020-01-31 | 武汉建工集团股份有限公司 | prefabricated self-standing steel tube scaffold system |
| CN110735525B (en) * | 2019-10-22 | 2021-06-01 | 武汉建工集团股份有限公司 | Prefabricated assembled self-supporting steel pipe scaffold system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130116 Termination date: 20210713 |