Construction process for installing elastic slippage shock isolation support

A seismic-isolating bearing and elastic sliding technology, which can be applied to building types, buildings, protected buildings/shelters, etc., can solve problems such as the difficulty of burying the anchors of the embedded slab and the difficulty in ensuring the density of the concrete under the slab. , to achieve obvious social and economic benefits, improve structural safety performance, and reduce engineering costs.

Inactive Publication Date: 2011-08-24
JIANGSU XINGBANG CONSTR ENG GRP +2
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] In order to overcome the deficiencies in the background technology, the present invention discloses a construction process for the installation of elastic

Method used

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  • Construction process for installing elastic slippage shock isolation support
  • Construction process for installing elastic slippage shock isolation support

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Embodiment Construction

[0020] Hereinafter, the present invention will be described in detail with reference to embodiments.

[0021] As shown in the figure: 1. Substructure; 2. Permanent formwork without chiseling; 3. Lower embedded plate; 4. Embedded plate connector; 5. Formwork; 6. Steel beam support; 7. Pouring hopper; 8. Feeding valve; 9. Shrinkage compensation concrete.

[0022] 1. Construction preparation

[0023] 1. The quality of the elastic sliding seismic isolation support and connecting accessories must meet the requirements of the design and related standards, and there is a factory quality certificate. The seismic isolation support should be fully accepted when entering the site.

[0024] 2. The spare parts of the elastic sliding shock isolation bearing are ready, the trial assembly is qualified, and the positioning mark is made.

[0025] 3. The anti-corrosion materials should meet the design requirements and have a factory quality certificate.

[0026] 4. The anchoring steel bar meets the design...

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Abstract

The invention relates to a construction process for installing an elastic slippage shock isolation support. The construction process comprises the following steps of: preparing construction, locating and unwinding, binding a reinforcing steel bar under the support, reserving a secondary pouring concrete construction line under a shock isolation support embedded plate, building a dabbing-free template, pouring and maintaining the concrete, locating and unwinding, clearing up a concrete base layer, installing and fixing a lower embedded plate, contracting and compensating the pouring and the maintenance of the concrete, detecting the position of the lower embedded plate of the support and preventing corrosion, installing the shock isolation support and an upper embedded steel plate, installing a temporary protective facility of the support, installing an upper component template of the support and binding the reinforcing steel bar, pouring and maintaining the concrete of the upper structure, dismantling the temperature, installing a permanent protective facility of the support, and checking and accepting the support. By the construction process, the key technology for installing construction of the elastic slippage shock isolation support is provided, the installing quality is guaranteed, the shock isolation technology can be popularized in high-intensity shock-proof protective areas, the project cost is reduced, the structural safety performance is enhanced, and the social and economic benefits are remarkable.

Description

Technical field: [0001] The invention relates to an installation and construction process of an elastic sliding vibration isolation support, which belongs to the field of construction engineering. The invention is suitable for the installation and construction of the elastic sliding shock isolation support. Background technique: [0002] The elastic sliding seismic isolation bearing is a seismic isolation device composed of a lead-core laminated rubber bearing and a sliding surface in series. Compared with the lead-core rubber bearing, it has the advantage of zero stiffness after yielding. The rubber layer deforms first during an earthquake. When the seismic force on the support exceeds the horizontal yield shear force of the sliding surface, the sliding surface starts to slide and the horizontal stiffness of the support becomes zero. The combination of elastic sliding vibration isolation support, laminated rubber support, and viscous damper can improve the self-recovery ability...

Claims

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Application Information

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IPC IPC(8): E04G21/14E04B1/36E04H9/02
Inventor 高行友李亮唐仪李庆录陈磊
Owner JIANGSU XINGBANG CONSTR ENG GRP
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