Method for constructing high and large cornice through horizontal sliding platform
A technology of horizontal sliding and platform, which is applied in the direction of scaffolding supported by housing structure, housing structure support, housing structure support, etc., can solve the problems of long erection and dismantling cycle, heavy workload and high erection cost, and achieves the installation and dismantling process. The effect of simplicity, reduced construction cost, and shortened construction period
Inactive Publication Date: 2014-09-03
浙江省东阳第三建筑工程有限公司
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Problems solved by technology
The installation cost of the floor-standing operation platform is greatly affected by the height from the ground. The higher the installation height is, the greater the installation cost is, the installation and dismantling period is long, and the workload is heavy. Moreover, the construction progress of overhanging eaves and platform dismantling directly affects the decoration of the inner and outer walls of the erection area. Construction progress of follow-up projects such as ground pipeline laying and ground hardening
The cantilevered operating platform must be attached to the main structure of the building to set up the supporting structure, which has certain limitations in use. The supporting structure is mostly made of steel or steel pipes, which is affected by the quality of on-site welding and other connections. , high security risk
Method used
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Embodiment
[0017] Embodiment: A method for constructing tall overhangs on a horizontal sliding platform.
[0018] Combined with the building size and structural characteristics of tall overhanging eaves, a horizontal sliding platform is set on the main force-bearing structure of the tall overhanging overhanging eaves, and the horizontal sliding platform is used to complete the tall overhanging eaves construction. The method includes the following steps:
[0019] a. According to the force calculation results, design and manufacture the horizontal sliding platform;
[0020] b. Install the sliding track of the horizontal sliding platform on the tall overhanging structure;
[0021] c. Hoist the horizontal sliding platform, and install the horizontal sliding platform on the sliding track set on the tall overhanging structure;
[0022] d. Install horizontal sliding traction device;
[0023] e. Turn on the horizontal sliding traction device to move the horizontal sliding platform to the desi...
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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 [0001] The invention relates to an overhanging construction method, which is especially suitable for overhanging construction with high ground clearance and large overhanging width, and belongs to the field of building construction. Background technique [0002] In order to highlight the effect of building facades, many housing construction projects are designed with tall overhangs. In the construction of tall overhangs, it is usually necessary to set up a floor-standing or cantilevered operating platform under the tall overhangs. The installation cost of the floor-standing operating platform is greatly affected by the height from the ground. Construction progress of subsequent projects such as ground pipeline laying and ground hardening. The cantilevered operating platform must be attached to the main structure of the building to set up a support structure, which has certain limitations in use. The support structure is mostly made of section steel or steel...
Claims
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IPC IPC(8): E04G3/28E04G3/34
Inventor 刘志宏王彦理王建宏程勇俊杨志军
Owner 浙江省东阳第三建筑工程有限公司