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Prefabricated part hoisting construction method
The invention relates to the technical field of building construction, in particular to a prefabricated part hoisting construction method which specifically comprises the following steps that S1, column joint bars are fixed before being poured; s2, pouring upper-layer concrete; s3, positioning and paying off; s4, prefabricated column construction elevation and column joint bar positioning re-checking; s5, prefabricated column hoisting construction is conducted; s6, a prefabricated column inclined strut 2 is erected; S7, prefabricated column base slurry construction is conducted; s8, grouting the prefabricated column; s9, a supporting frame is erected; s10, constructing a frame beam; s11, hoisting construction of the laminated slab; s12, reinforcing steel bars at the wide seam position of the laminated slab are bound; s13, reinforcing steel bars on the surface of the laminated slab are bound; s14, concrete pouring is conducted on the laminated slab; the construction quality of the prefabricated column and the laminated slab can be effectively guaranteed, meanwhile, the construction sequence and construction procedures of the prefabricated column, the laminated slab and the frame beam are organically combined, and the engineering quality of a building structure can be effectively guaranteed.
本发明涉及建筑施工技术领域,具体涉及一种预制构件吊装施工方法,具体包括以下步骤:S1、柱插筋浇筑前固定;S2、上层混凝土浇筑;S3、定位放线;S4、预制柱施工标高及柱插筋定位复核;S5、预制柱吊装施工;S6、预制柱斜撑2搭设:S7、预制柱柱底座浆料施工;S8、预制柱灌浆;S9、支撑架搭设;S10、框架梁施工;S11、叠合板吊装施工;S12、叠合板宽缝位置钢筋绑扎;S13、叠合板板面钢筋绑扎;S14、叠合板混凝土浇筑;本发明可有效保证预制柱和叠合板的施工质量,同时对预制柱、叠合板以及框架梁的施工顺序和施工工序进行有机结合,可有效保证建筑结构的工程质量。
Prefabricated part hoisting construction method
The invention relates to the technical field of building construction, in particular to a prefabricated part hoisting construction method which specifically comprises the following steps that S1, column joint bars are fixed before being poured; s2, pouring upper-layer concrete; s3, positioning and paying off; s4, prefabricated column construction elevation and column joint bar positioning re-checking; s5, prefabricated column hoisting construction is conducted; s6, a prefabricated column inclined strut 2 is erected; S7, prefabricated column base slurry construction is conducted; s8, grouting the prefabricated column; s9, a supporting frame is erected; s10, constructing a frame beam; s11, hoisting construction of the laminated slab; s12, reinforcing steel bars at the wide seam position of the laminated slab are bound; s13, reinforcing steel bars on the surface of the laminated slab are bound; s14, concrete pouring is conducted on the laminated slab; the construction quality of the prefabricated column and the laminated slab can be effectively guaranteed, meanwhile, the construction sequence and construction procedures of the prefabricated column, the laminated slab and the frame beam are organically combined, and the engineering quality of a building structure can be effectively guaranteed.
本发明涉及建筑施工技术领域,具体涉及一种预制构件吊装施工方法,具体包括以下步骤:S1、柱插筋浇筑前固定;S2、上层混凝土浇筑;S3、定位放线;S4、预制柱施工标高及柱插筋定位复核;S5、预制柱吊装施工;S6、预制柱斜撑2搭设:S7、预制柱柱底座浆料施工;S8、预制柱灌浆;S9、支撑架搭设;S10、框架梁施工;S11、叠合板吊装施工;S12、叠合板宽缝位置钢筋绑扎;S13、叠合板板面钢筋绑扎;S14、叠合板混凝土浇筑;本发明可有效保证预制柱和叠合板的施工质量,同时对预制柱、叠合板以及框架梁的施工顺序和施工工序进行有机结合,可有效保证建筑结构的工程质量。
Prefabricated part hoisting construction method
一种预制构件吊装施工方法
LI HONGLIN (author) / JIANG JIE (author) / XIONG ZHONGYI (author) / LI HAOKAI (author) / LI WANLIN (author) / LIU PING (author) / LIANG KUN (author) / YANG CHUANG (author) / LI CHEN (author) / WANG GAN (author)
2023-12-26
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Grouting material construction method after hoisting of prefabricated part
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