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Dry-brick rubble wall anti-seismic reinforcement and energy-saving modification integrating method

An energy-saving renovation and wall technology, applied in building construction, building maintenance, construction, etc., can solve the problems of great influence on the appearance of stone masonry walls, damage to the beauty of stone masonry walls, time-consuming and laborious reinforcement work, etc. Improve seismic safety and indoor livability, simple and safe construction methods, and enhance the effect of integrity and sealing

Active Publication Date: 2018-04-27
SHANDONG AGRICULTURAL UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, this method requires excavation of foundation pits on both sides of the wall, and reinforcement with tools such as screws, flanges, pre-embedded hooks, galvanized steel wires, etc., but the reinforcement work is time-consuming and laborious, and the procedure is cumbersome. Afterwards, it has a great influence on the appearance of the stone wall and destroys the aesthetics of the stone wall.

Method used

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  • Dry-brick rubble wall anti-seismic reinforcement and energy-saving modification integrating method
  • Dry-brick rubble wall anti-seismic reinforcement and energy-saving modification integrating method
  • Dry-brick rubble wall anti-seismic reinforcement and energy-saving modification integrating method

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specific Embodiment approach

[0025] For further describing the present invention in detail, its specific implementation is as follows:

[0026] For the outdoor side wall of the dry-laid rough stone wall, the caulking reinforcement technology is adopted, that is, the structural glue 6 is poured between the gaps of the stones 1, and for the indoor side of the dry-laid rough stone wall, the "L" shaped The steel bar 3 is implanted into the pores of the wall, and the FRP bar grid 2 is suspended and fixed on the extended section of the "L" shaped steel bar 3, and finally, a polymer mortar surface with a thickness of 25mm to 30mm is applied to the interior surface of the existing dry masonry wall Layer 4.

[0027] On the outside of the dry masonry wall body, use a blower to blow off the sand and dust between the gaps of the stone 1, and then inject the structural glue 6 between the gaps of the stone 1.

[0028] On the indoor side of the dry stone wall, use a blower to blow off the sand and dust between the pore...

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Abstract

The invention relates to a dry-brick rubble wall anti-seismic reinforcement and energy-saving modification integrating method. The dry-brick rubble wall anti-seismic reinforcement and energy-saving modification integrating method includes the steps that a structural adhesive is poured into gaps among stones at the outer side of a wall, at the inner side of the wall, the structural adhesive is adopted to implant L-shaped steel bars into the wall, then, an FRP bar square grid is hung outside the wall, and finally, a polymer mortar surface layer of 25-35 mm depth is smeared. The dry-brick rubblewall anti-seismic reinforcement and energy-saving modification integrating method can effectively solve the problem that adhesion stress among the stones of current dry-brick rubble walls, the integrity and leakproofness of the current dry-brick rubble walls are improved, and the anti-seismic and energy-saving properties of the current dry-brick rubble walls can be obviously improved.

Description

technical field [0001] The invention relates to the technical field of anti-seismic reinforcement and energy-saving transformation of walls, in particular to an integrated method for anti-seismic reinforcement and energy-saving transformation of dry-built rubble walls. Background technique [0002] In mountainous areas such as Luzhong mountainous area, Tibetan area, Dabie mountainous area, and Wuling mountainous area, stone materials are widely used in buildings due to their abundant sources, low cost, and outstanding water resistance and fire resistance. Among them, the existing dry masonry buildings with rubble walls account for a relatively high proportion. The existing dry masonry walls are usually dry-laid with large rough stones on the outdoor side, and small stones are usually used on the indoor side. Due to the lack of bonding materials, the integrity and sealing of the wall are poor, and the performance of earthquake resistance and energy saving is poor. Needs to b...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G23/02
CPCE04G23/02E04G23/0203
Inventor 王少杰杜善梁侯凯花邦杰段绪胜赵洪扬王焘李根
Owner SHANDONG AGRICULTURAL UNIVERSITY
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