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A platform for research: civil engineering, architecture and urbanism
Super high-rise core tube peripheral floor slab construction joint steel bar pre-embedding and concrete chiseling-free construction method
The invention discloses a super high-rise core tube peripheral floor slab construction joint reinforcing steel bar pre-embedding and concrete chiseling-free construction method. The method comprises the steps that S1, a pre-embedded reinforcing steel bar part is bent and fixedly installed in a first reinforcing steel bar embedding box; s2, assembling the first embedded bar box and a floor aluminum mold K plate; s3, wall column steel bars are bound, an outer wall aluminum formwork is installed, and a floor slab surface is poured; according to the super high-rise core tube peripheral floor slab construction joint reinforcing steel bar pre-embedding and concrete chiseling-free construction method, the pre-embedded reinforcing steel bars can be accurately positioned and fixed, and the situation that after concrete of a main structure is poured, the pre-embedded reinforcing steel bars need to be chiseled out is avoided, and the situation that the positions of the pre-embedded reinforcing steel bars are disordered, and the reinforcing steel bars need to be planted again is avoided.
本发明公开了一种超高层核心筒外围楼板施工缝钢筋预埋及混凝土免凿毛施工方法，包括步骤：S1、将预埋钢筋部分弯折并安装固定在第一埋筋盒内；S2、第一埋筋盒与楼板铝模K板组装；S3、墙柱钢筋绑扎，安装外墙铝模板，浇筑楼板面；本发明的一种超高层核心筒外围楼板施工缝钢筋预埋及混凝土免凿毛施工方法，能够精确定位和固定预埋钢筋，避免了主体结构混凝土浇筑后，需要将预埋钢筋打凿出来的情况，以及预埋钢筋位置错乱，需要重新植筋的情况。
Super high-rise core tube peripheral floor slab construction joint steel bar pre-embedding and concrete chiseling-free construction method
The invention discloses a super high-rise core tube peripheral floor slab construction joint reinforcing steel bar pre-embedding and concrete chiseling-free construction method. The method comprises the steps that S1, a pre-embedded reinforcing steel bar part is bent and fixedly installed in a first reinforcing steel bar embedding box; s2, assembling the first embedded bar box and a floor aluminum mold K plate; s3, wall column steel bars are bound, an outer wall aluminum formwork is installed, and a floor slab surface is poured; according to the super high-rise core tube peripheral floor slab construction joint reinforcing steel bar pre-embedding and concrete chiseling-free construction method, the pre-embedded reinforcing steel bars can be accurately positioned and fixed, and the situation that after concrete of a main structure is poured, the pre-embedded reinforcing steel bars need to be chiseled out is avoided, and the situation that the positions of the pre-embedded reinforcing steel bars are disordered, and the reinforcing steel bars need to be planted again is avoided.
本发明公开了一种超高层核心筒外围楼板施工缝钢筋预埋及混凝土免凿毛施工方法，包括步骤：S1、将预埋钢筋部分弯折并安装固定在第一埋筋盒内；S2、第一埋筋盒与楼板铝模K板组装；S3、墙柱钢筋绑扎，安装外墙铝模板，浇筑楼板面；本发明的一种超高层核心筒外围楼板施工缝钢筋预埋及混凝土免凿毛施工方法，能够精确定位和固定预埋钢筋，避免了主体结构混凝土浇筑后，需要将预埋钢筋打凿出来的情况，以及预埋钢筋位置错乱，需要重新植筋的情况。
Super high-rise core tube peripheral floor slab construction joint steel bar pre-embedding and concrete chiseling-free construction method
一种超高层核心筒外围楼板施工缝钢筋预埋及混凝土免凿毛施工方法
ZHANG CHENGLIN (author) / ZHOU JIE (author) / ZHANG JUNGUO (author) / YAO XIAGUANG (author) / LI XIAOYUE (author) / CHEN GUOYI (author) / WU YI (author) / LIU BAI (author) / HUANG MING (author) / LIM KYONG-MAN (author)
2024-08-20
Patent
Electronic Resource
Chinese
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