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Rubber shock insulation system between steel structure module building columns

A technology of rubber vibration isolation pad and steel structure, applied in the direction of buildings, building components, building types, etc., can solve the problems of structural damage, large axial force, structural axial deformation, etc., to reduce adverse effects and improve bearing capacity. Effect

Pending Publication Date: 2019-11-01
TIANJIN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] There is a large axial force at the connection between the columns of the steel structure module building, which easily causes the structure to deform axially and eventually leads to structural damage

Method used

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  • Rubber shock insulation system between steel structure module building columns
  • Rubber shock insulation system between steel structure module building columns
  • Rubber shock insulation system between steel structure module building columns

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Embodiment Construction

[0019] The specific implementation manner of this patent will be further described below in conjunction with the accompanying drawings.

[0020] The present invention provides a steel structure modular building rubber shock-isolation system, comprising an upper module column 13, a lower module column 14, an upper module beam 15, a lower module beam 16, an upper module column corner piece 11, a lower module column corner piece 12 and rubber Shock-isolation pad 17, rubber shock-isolation pad 17 plays the effect of good connection, and whole rubber shock-isolation system 18 is connected as a whole (as Figure 4 shown). Among them, the welding connection between the upper module column 13, the lower module column 14, the upper module beam 15, the lower module beam 16 and the upper module column corner piece 11 and the lower module column corner piece 12 are all processed in the factory. Among them, such as figure 1 As shown, the rubber shock-absorbing pad includes an upper conne...

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Abstract

The invention relates to a rubber shock insulation system of a steel structure module building. The system comprises module columns, module beams, angular parts used for fixing the module columns andthe module beams together and a foundation. The rubber shock insulation system enables the module column or angular part on the upper part and the module column and angular part on the lower part tobe connected through a rubber shock insulation pad, through the rubber shock insulation pad, the foundation is connected with the foundation upper part, the rubber shock insulation pad comprises an upper seal plate, a lower seal plate and a shock insulation layer in the middle, the shock insulation layer is formed through vulcanization bonding after layered alternative overlapping of a thin steelplate and a thin film rubber plate. The adverse effect generated by the module building under the earthquake effect can be reduced, and the bearing force, deforming capacity, stability and other properties of the module structure can be improved.

Description

technical field [0001] The invention relates to the field of modular building seismic isolation technology, in particular to a steel structure modular building rubber seismic isolation system. Background technique [0002] The modular building technology is based on the "module unit" as the basic factory pre-assembled parts, which are manufactured in the factory, then transported to the construction site as a whole, and assembled into an overall structure by hoisting and splicing. Due to its own low carbon energy saving, fast and efficient, economical and applicable characteristics, it has become a new type of building system that can meet the requirements of sustainable development. [0003] However, my country is located at the intersection of two major earthquake zones, and it is a country with frequent earthquakes, and most of them are located in high-intensity areas. To ensure the safety of the whole life cycle of the modular structure, the seismic performance will be i...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98E04H9/02E04B1/24E04B1/58
CPCE04H9/021E04H9/024E04B1/2403E04B2001/2406E04B2001/2415E04B2001/2418E04B2001/246
Inventor 陈志华陈圣格周婷刘佳迪
Owner TIANJIN UNIV
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