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Secondary structure masonry construction method
The invention discloses a secondary structure masonry construction method. The secondary structure masonry construction method specifically comprises the following steps that S1, a base layer is cleaned; S2, positioning and paying off are conducted, specifically, a foundation surface or a floor structural surface is leveled according to the elevation, wall side lines, door and window openings andcore column position lines are paid off on a floor slab, a building + 0.5m line is paid off on each layer of wall and column, and door and window opening elevation control points are marked; S3, building blocks are arranged; S4, steel bar planting operation is conducted, specifically, drilling, glue injection and steel bar planting are conducted on the core column and lintel according to the design requirements, and the planted steel bars are anchored and tied with an original structural wall and plate; S5, a filler wall is built, specifically, the filler wall is built according to an engineering design construction drawing; S6, core column concrete is poured, specifically, after the strength grade of wall masonry mortar reaches 1MPa, concrete is poured into an inner cavity of the BM interlocking building blocks to form a core column structure; and S7, a wall top is closed. According to the secondary structure masonry construction method, in the secondary structure construction process, a formwork supporting procedure in the traditional sense is omitted, surface layer construction can be conducted without plastering after masonry is completed, and the advantages of energy saving, material saving and environmental protection are achieved.
本发明公开了一种二次结构砌筑施工方法,具体包括以下步骤:S1、基层清理;S2、定位放线:将基础面或楼层结构面按标高找平,在楼板上放出墙体边线和门窗洞口、芯柱位置线,并在每层墙、柱上放出建筑+0.5m线,标出门窗洞口标高控制点;S3、砌块排列;S4、植筋作业:在设计要求的芯柱和过梁处钻孔、注胶、植筋,将植入的钢筋与原结构墙、板锚固拉结;S5、砌筑填充墙:根据工程设计施工图砌筑填充墙;S6、芯柱混凝土浇筑:待墙体砌筑砂浆强度等级达到1MPa后在BM连锁砌块内部空腔中浇筑混凝土,形成芯柱结构;S7、墙顶收口;本发明在二次结构施工过程中,省去了传统意义上的支模工序,砌筑完成后免抹灰便可进行面层施工,具有节能、节材和环保的优点。
Secondary structure masonry construction method
The invention discloses a secondary structure masonry construction method. The secondary structure masonry construction method specifically comprises the following steps that S1, a base layer is cleaned; S2, positioning and paying off are conducted, specifically, a foundation surface or a floor structural surface is leveled according to the elevation, wall side lines, door and window openings andcore column position lines are paid off on a floor slab, a building + 0.5m line is paid off on each layer of wall and column, and door and window opening elevation control points are marked; S3, building blocks are arranged; S4, steel bar planting operation is conducted, specifically, drilling, glue injection and steel bar planting are conducted on the core column and lintel according to the design requirements, and the planted steel bars are anchored and tied with an original structural wall and plate; S5, a filler wall is built, specifically, the filler wall is built according to an engineering design construction drawing; S6, core column concrete is poured, specifically, after the strength grade of wall masonry mortar reaches 1MPa, concrete is poured into an inner cavity of the BM interlocking building blocks to form a core column structure; and S7, a wall top is closed. According to the secondary structure masonry construction method, in the secondary structure construction process, a formwork supporting procedure in the traditional sense is omitted, surface layer construction can be conducted without plastering after masonry is completed, and the advantages of energy saving, material saving and environmental protection are achieved.
本发明公开了一种二次结构砌筑施工方法,具体包括以下步骤:S1、基层清理;S2、定位放线:将基础面或楼层结构面按标高找平,在楼板上放出墙体边线和门窗洞口、芯柱位置线,并在每层墙、柱上放出建筑+0.5m线,标出门窗洞口标高控制点;S3、砌块排列;S4、植筋作业:在设计要求的芯柱和过梁处钻孔、注胶、植筋,将植入的钢筋与原结构墙、板锚固拉结;S5、砌筑填充墙:根据工程设计施工图砌筑填充墙;S6、芯柱混凝土浇筑:待墙体砌筑砂浆强度等级达到1MPa后在BM连锁砌块内部空腔中浇筑混凝土,形成芯柱结构;S7、墙顶收口;本发明在二次结构施工过程中,省去了传统意义上的支模工序,砌筑完成后免抹灰便可进行面层施工,具有节能、节材和环保的优点。
Secondary structure masonry construction method
一种二次结构砌筑施工方法
JIANG TAO (author) / LI WANWANG (author) / LU LONGFEI (author) / YANG WEI (author) / ZHU XIANHUI (author)
2020-06-26
Patent
Electronic Resource
Chinese
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