CN104018657A - Method for constructing high and large cornice through horizontal sliding platform - Google Patents
Method for constructing high and large cornice through horizontal sliding platform Download PDFInfo
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- CN104018657A CN104018657A CN201410245625.4A CN201410245625A CN104018657A CN 104018657 A CN104018657 A CN 104018657A CN 201410245625 A CN201410245625 A CN 201410245625A CN 104018657 A CN104018657 A CN 104018657A
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Abstract
The invention belongs to the field of building construction, and relates to a cornice construction method which is particularly applicable to construction on a cornice which is large in ground clearance and overhanging width, in particular to a method for constructing a high and large cornice through a horizontal sliding platform. According to the method, the horizontal sliding platform is arranged on a main stress structure of the high and large cornice, and construction on the high and large cornice is finished through the horizontal sliding platform. The method has the advantages that safety and reliability are achieved, operation is flexible, assembly and disassembly are convenient and fast, construction cost is low, and the project period can be shortened.
Description
Technical field
A kind of method that the present invention relates to construction of cornicing, is particularly useful for the construction of cornicing that terrain clearance is high, the width of encorbelmenting is large, belongs to the realm of building construction.
Background technology
For highlighting facade effect, a lot of building engineerings are designed with tall and big cornicing.In tall and big when construction of cornicing, conventionally need below tall and big cornicing, set up console mode or overhanging type operating platform.Console mode operating platform is set up cost, and affected by terrain clearance larger, scaffolding height is higher, and to set up cost larger, set up and the dismounting cycle is long, workload is large, and the construction of cornicing, platform Demolition Construction progress directly impact set up the construction speed of the subsequent projects such as region decorating inner and external walls, surface line laying, hardened ground.Overhanging type operating platform must depend on major structure of construction supporting construction is set, and has certain use limitation, and supporting construction adopts shaped steel or steel pipe manufacturing more, be subject to the quality of connection such as Site Welding to affect reliability low, assembled cumbersome with dismounting, hanging operation amount is many, and security risk is large.
Summary of the invention
Object of the present invention is exactly for fear of the weak point in background technology, provide a kind of safe and reliable, construction cost is low, the tall and big construction method of cornicing of easy construction, short construction period.
In order to achieve the above object, the present invention adopts following technical scheme: by horizontal sliding platform being set in the tall and big main stress structure of cornicing, utilize horizontal sliding platform to complete the tall and big construction of cornicing.
Described horizontal sliding platform can be by the tall and big side plate inclination angle of cornicing, choose width, upper and lower cornice discrepancy in elevation design team is synthetic and the tall and big C type structure that cornices and adapt.
Described horizontal sliding platform slides onto after assigned address, and top is fixed with overturn-preventing and horizontal sliding device, and bottom is fixed with anti-swing device.
A kind of tall and big method of cornicing of horizontal sliding platform construction has the following advantages:
1, in horizontal sliding platform focus point drops on and cornices, stressed clear and definite, reliable in structure.
2, horizontal sliding platform can be along sliding rail horizontal sliding, and flexible operation is convenient to the tall and big construction of cornicing.
3, horizontal sliding platform is installed with demolishing process easy, quick.
4, exempt scaffold etc. and set up and demolition cost, the tall and big construction cost that cornices is obviously reduced.
5, the tall and big construction of cornicing does not affect other project construction of below that cornices, and is conducive to the reduction of erection time.
6, horizontal sliding platform slides onto after assigned address, and top is fixed with overturn-preventing and horizontal sliding device, and bottom is fixed with anti-swing device, job execution safety on platform.
Accompanying drawing explanation
Fig. 1 is that horizontal sliding platform slides onto the tall and big fixedly generalized section of assigned address of cornicing;
Wherein: 1, horizontal sliding platform; 2, sliding rail; 3, horizontally tracting device; 4, anti-swing device; 5, overturn-preventing and horizontal sliding device; 6, tall and big cornicing.
The specific embodiment
Below by embodiment, and by reference to the accompanying drawings, technical scheme of the present invention is done further and illustrated.
Embodiment: a kind of tall and big method of cornicing of horizontal sliding platform construction.
In conjunction with tall and big building size and the design feature of cornicing, by horizontal sliding platform being set in the tall and big main stress structure of cornicing, utilize horizontal sliding platform to complete the tall and big construction of cornicing.The method comprises the following steps:
A. according to Force Calculation result, design and fabrication horizontal sliding platform;
B., horizontal sliding platform sliding rail is installed on tall and big cornice structure;
C. lift horizontal sliding platform, horizontal sliding platform is mounted on the sliding rail being arranged on tall and big cornice structure;
D., horizontal sliding draw-gear is installed;
E. open horizontal sliding draw-gear horizontal sliding platform is moved to assigned address fixing along sliding rail;
F. the tall and big construction of cornicing is removed to horizontal sliding platform to the tall and big events in operation of cornicing in construction level sliding platform region with material and facility;
G. removing horizontal sliding platform fixes;
H. continuously e, f, g step, the construction of cornicing until tall and big is complete;
I. utilize the hanging devices such as tower crane, mobile crane that the lifting of horizontal sliding platform is removed to ground.
During construction, horizontal sliding platform can be by the tall and big side plate inclination angle of cornicing, choose width, upper and lower cornice discrepancy in elevation design team is synthetic and the tall and big C type structure that cornices and adapt.Horizontal sliding platform slides onto after assigned address, and top is fixed with overturn-preventing and horizontal sliding device, and bottom is fixed with anti-swing device.
It is to be understood that: although above-mentioned example is to the present invention's detailed explanation of contrasting; but these explanations, just to simple declaration of the present invention, rather than limitation of the present invention; any innovation and creation that do not exceed in connotation of the present invention, all fall within the scope of protection of the present invention.
Claims (3)
1. adopt the tall and big method of cornicing of horizontal sliding platform construction, it is characterized in that, by horizontal sliding platform being set in the tall and big main stress structure of cornicing, utilize horizontal sliding platform to complete the tall and big construction of cornicing.
2. according to a kind of tall and big method of cornicing of horizontal sliding platform construction described in claims 1, it is characterized in that, described horizontal sliding platform can be by the tall and big side plate inclination angle of cornicing, choose width, upper and lower cornice discrepancy in elevation design team is synthetic and the tall and big C type structure that cornices and adapt.
3. according to a kind of tall and big method of cornicing of horizontal sliding platform construction described in power claim 1, it is characterized in that, described horizontal sliding platform slides onto after assigned address, and top is fixed with overturn-preventing and horizontal sliding device, and bottom is fixed with anti-swing device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410245625.4A CN104018657A (en) | 2014-05-30 | 2014-05-30 | Method for constructing high and large cornice through horizontal sliding platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410245625.4A CN104018657A (en) | 2014-05-30 | 2014-05-30 | Method for constructing high and large cornice through horizontal sliding platform |
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| Publication Number | Publication Date |
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| CN104018657A true CN104018657A (en) | 2014-09-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410245625.4A Pending CN104018657A (en) | 2014-05-30 | 2014-05-30 | Method for constructing high and large cornice through horizontal sliding platform |
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| CN (1) | CN104018657A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105197845A (en) * | 2015-09-19 | 2015-12-30 | 山东德建集团有限公司 | Lifting hanging type hanging basket roof cornice construction device and use method |
| CN110905181A (en) * | 2019-11-07 | 2020-03-24 | 广西建工集团第五建筑工程有限责任公司 | 7-shaped large-angle inner-inclined high-altitude sliding operation platform and construction method thereof |
| CN114809574A (en) * | 2022-05-16 | 2022-07-29 | 北京江河幕墙***工程有限公司 | Construction device and construction method for building with oblique cornice structure |
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| JPH09256625A (en) * | 1996-03-25 | 1997-09-30 | Nihon Bisoh Co Ltd | Hangingly supporting device of external wall working machine for building |
| US20030079940A1 (en) * | 1997-05-16 | 2003-05-01 | Preston John Clement | Partly retractable construction platform |
| CN201158933Y (en) * | 2007-12-27 | 2008-12-03 | 上海市第七建筑有限公司 | High-rise maintaining scaffold device with extruding structure |
| CN201972084U (en) * | 2010-12-28 | 2011-09-14 | 海波重型工程科技股份有限公司 | Self-lock hanging slide type operating platform for construction of viaduct overhanging arm |
| CN102877637A (en) * | 2012-09-29 | 2013-01-16 | 深圳市建工集团股份有限公司 | Method for implementing operating platform in bottom wall construction of cantilever beam |
| CN202731272U (en) * | 2012-07-22 | 2013-02-13 | 中国水利水电第三工程局有限公司 | Suspended construction assisting trolley |
| CN103114712A (en) * | 2013-03-04 | 2013-05-22 | 温州建设集团有限公司 | Buckle steel platform support system and construction method thereof |
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2014
- 2014-05-30 CN CN201410245625.4A patent/CN104018657A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09256625A (en) * | 1996-03-25 | 1997-09-30 | Nihon Bisoh Co Ltd | Hangingly supporting device of external wall working machine for building |
| US20030079940A1 (en) * | 1997-05-16 | 2003-05-01 | Preston John Clement | Partly retractable construction platform |
| CN201158933Y (en) * | 2007-12-27 | 2008-12-03 | 上海市第七建筑有限公司 | High-rise maintaining scaffold device with extruding structure |
| CN201972084U (en) * | 2010-12-28 | 2011-09-14 | 海波重型工程科技股份有限公司 | Self-lock hanging slide type operating platform for construction of viaduct overhanging arm |
| CN202731272U (en) * | 2012-07-22 | 2013-02-13 | 中国水利水电第三工程局有限公司 | Suspended construction assisting trolley |
| CN102877637A (en) * | 2012-09-29 | 2013-01-16 | 深圳市建工集团股份有限公司 | Method for implementing operating platform in bottom wall construction of cantilever beam |
| CN103114712A (en) * | 2013-03-04 | 2013-05-22 | 温州建设集团有限公司 | Buckle steel platform support system and construction method thereof |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105197845A (en) * | 2015-09-19 | 2015-12-30 | 山东德建集团有限公司 | Lifting hanging type hanging basket roof cornice construction device and use method |
| CN110905181A (en) * | 2019-11-07 | 2020-03-24 | 广西建工集团第五建筑工程有限责任公司 | 7-shaped large-angle inner-inclined high-altitude sliding operation platform and construction method thereof |
| CN114809574A (en) * | 2022-05-16 | 2022-07-29 | 北京江河幕墙***工程有限公司 | Construction device and construction method for building with oblique cornice structure |
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Application publication date: 20140903 |