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Construction method for masonry transformation of bottom frame-anti-seismic wall masonry structure
The invention discloses a construction method for reconstructing a bottom frame-anti-seismic wall masonry structure through masonry, and belongs to the technical field of building construction. Comprising the following steps: S1, excavation of house subsoil; s2, pile foundation hole digging; s3, foundation construction; s4, constructing a bottom layer frame structure; s5, masonry structure transformation and reinforcement construction is carried out; s6, the wall needing to be dismantled is positioned according to the transformation drawing; s7, bottom layer wall bodies are dismantled; and S8, foundation beam construction. An original masonry structure is transformed into a bottom frame-anti-seismic wall masonry structure, through reasonable combination of brick masonry and reinforced concrete, the overall strength of frame columns is enhanced, the integrity of a house is enhanced, the overall anti-seismic capacity of the structure can be improved, and the anti-seismic reinforcing effect is achieved; meanwhile, compared with a multi-layer reinforced concrete frame structure, the structure has the advantages of being low in manufacturing cost and convenient to construct, has certain advantages and practical significance in the economic aspect for underdeveloped areas and small and medium-sized cities and towns, and is convenient to popularize and use.
本发明公开了砌体改造底部框架‑抗震墙砌体结构的施工方法,属于建筑施工技术领域。包括以下步骤:S1、房心土开挖;S2、桩基挖孔;S3、基础施工;S4、底层框架结构施工;S5、砌体结构改造加固施工;S6、按改造图纸定位需拆除墙体;S7、拆除底层墙体;S8、基础梁施工。本发明将原砌体结构改造成底部框架‑抗震墙砌体结构,通过砖砌体和钢筋混凝土的合理组合,加固了框架柱的整体强度,加强房屋的整体性,能够增加结构的整体抗震能力,达到抗震加固的效果,同时本发明具有比多层钢筋混泥土框架结构造价低和便于施工的优点,对于欠发达地区及中小型城镇,本发明在经济方面具有一定的优势及现实意义,便于推广使用。
Construction method for masonry transformation of bottom frame-anti-seismic wall masonry structure
The invention discloses a construction method for reconstructing a bottom frame-anti-seismic wall masonry structure through masonry, and belongs to the technical field of building construction. Comprising the following steps: S1, excavation of house subsoil; s2, pile foundation hole digging; s3, foundation construction; s4, constructing a bottom layer frame structure; s5, masonry structure transformation and reinforcement construction is carried out; s6, the wall needing to be dismantled is positioned according to the transformation drawing; s7, bottom layer wall bodies are dismantled; and S8, foundation beam construction. An original masonry structure is transformed into a bottom frame-anti-seismic wall masonry structure, through reasonable combination of brick masonry and reinforced concrete, the overall strength of frame columns is enhanced, the integrity of a house is enhanced, the overall anti-seismic capacity of the structure can be improved, and the anti-seismic reinforcing effect is achieved; meanwhile, compared with a multi-layer reinforced concrete frame structure, the structure has the advantages of being low in manufacturing cost and convenient to construct, has certain advantages and practical significance in the economic aspect for underdeveloped areas and small and medium-sized cities and towns, and is convenient to popularize and use.
本发明公开了砌体改造底部框架‑抗震墙砌体结构的施工方法,属于建筑施工技术领域。包括以下步骤:S1、房心土开挖;S2、桩基挖孔;S3、基础施工;S4、底层框架结构施工;S5、砌体结构改造加固施工;S6、按改造图纸定位需拆除墙体;S7、拆除底层墙体;S8、基础梁施工。本发明将原砌体结构改造成底部框架‑抗震墙砌体结构,通过砖砌体和钢筋混凝土的合理组合,加固了框架柱的整体强度,加强房屋的整体性,能够增加结构的整体抗震能力,达到抗震加固的效果,同时本发明具有比多层钢筋混泥土框架结构造价低和便于施工的优点,对于欠发达地区及中小型城镇,本发明在经济方面具有一定的优势及现实意义,便于推广使用。
Construction method for masonry transformation of bottom frame-anti-seismic wall masonry structure
砌体改造底部框架-抗震墙砌体结构的施工方法
LIN PENG (author) / MA LINGHUI (author) / WANG ZHIQUAN (author) / WANG DAJUN (author) / AN BING (author) / LIU PENG (author) / FANG ZHANGTUN (author) / GAO MINGCHUAN (author) / ZHOU XIAOJUAN (author)
2021-11-09
Patent
Electronic Resource
Chinese
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