Supercharge Your Innovation With Domain-Expert AI Agents!

Construction method of rubber shock insulation support

A technology of rubber seismic isolation bearing and construction method, which can be applied in the direction of earthquake resistance, building components, building structure, etc., can solve the problems of complicated construction and low efficiency.

Active Publication Date: 2011-05-25
CHINA CONSTR EIGHT ENG DIV CORP LTD
View PDF0 Cites 1 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] At present, there is no mature construction technology and construction method for the installation of rubber laminated seismic isolation bearings in China. Usually, the secondary grouting method is used or the pier concrete is poured twice; the secondary grouting method is to pour the concrete of the lower pier to the seismic isolation support. A height of 5cm is reserved under the seat, and the seismic isolation support is placed on the sleeve and fixed, and then the reserved 5cm is filled with high-strength grouting material; Well, reserve 200-400mm height for concrete pouring, and pour the reserved 200-400mm concrete again after installing the vibration isolation pad; this kind of construction is complicated and cumbersome, and the efficiency is not high

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Construction method of rubber shock insulation support
  • Construction method of rubber shock insulation support
  • Construction method of rubber shock insulation support

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0026] The construction method of rubber seismic isolation bearing provided by the present invention, the design schematic diagram of its seismic isolation bearing is as follows figure 1 As shown, it includes a rubber shock-isolation bearing 10 with a diameter of 1m, a sleeve 11, an anchor bar (anchor bar) 12, an upper pre-embedded bar 14, an upper buttress 20, a lower buttress 30, a bottom plate 40 and a cap 50; combine figure 2 Shown, construction process of the present invention is:

[0027] For the construction of the cap 50 and the bottom plate 40, the upper and lower piers 20, 30 of the seismic isolation support 10 are constructed separately from the cap 50 and the bottom plate 40. The pre-embedding is accurate. After the pre-embedding is completed, the cap and the bottom plate are poured with concrete and vibrated to make them level.

[0028] When the concrete strength of the platform 50 and the bottom plate 40 reaches 1.2N / mm 2 , measurement and positioning can be...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

The invention relates to a construction method of a rubber shock insulation support. The method comprises the following construction processes of: constructing a cushion cap and a base plate; locating the position of the shock insulation support, measuring anchor bars and paying off, and binding lower support pier steel bars; pre-tightening a sleeve with high-tensile bolts, fixing the anchor bars, installing a steel pattern plate in a position same with the measured and located shock insulation support, and locating and fixing the steel pattern plate, the sleeve and the anchor bars; installing a lower support pier pattern plate, casting concrete, and aligning the concrete surface; removing the steel pattern plate, aligning the concrete surface, installing the shock insulation support, measuring the elevation and the horizontal position of the shock insulation support, and fastening with the high-tensile bolts and the sleeve; flatly laying a layer of asphalt felt which is cut and punched based on the same size of a shock insulation pad and the position of the sleeve on the upper surface of the shock insulation support; connecting upper embedded bars with the sleeve and fixing on the shock insulation support; setting a bottom pattern plate of an upper support pier; binding the upper support pier steel bars, and casting concrete after the examination and acceptance; and removing the pattern plates, and repairing and maintaining the paint of the shock insulation support.

Description

technical field [0001] The invention relates to a building shock isolation technology, in particular to a construction method of a rubber shock isolation bearing. Background technique [0002] Earthquake is one of the most serious natural disasters faced by human society. "Earthquake disaster mitigation" has become a worldwide concern, especially the "5.12" Wenchuan Earthquake, which caused a huge loss of property and people's lives. The research, development and application of seismic technology have brought great urgency and necessity. Rubber pad seismic isolation technology is a popular new engineering anti-seismic technology in the world. It places the vibration isolation and energy dissipation device (rubber vibration isolation pad) between the bottom of the structure and the foundation (or the top of the bottom column) to separate the upper structure and the foundation. "Separate". In this way, the dynamic characteristics and dynamic effects of the structure are chan...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98E04B1/36
Inventor 唐际宇戈祥林张勋胜王村吴代奖
Owner CHINA CONSTR EIGHT ENG DIV CORP LTD
Features
  • R&D
  • Intellectual Property
  • Life Sciences
  • Materials
  • Tech Scout
Why Patsnap Eureka
  • Unparalleled Data Quality
  • Higher Quality Content
  • 60% Fewer Hallucinations
Social media
Patsnap Eureka Blog
Learn More