Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Novel large-diameter concrete cylinder construction structure and construction method thereof
The invention relates to the technical field of building construction, in particular to a novel large-diameter concrete cylinder construction structure and a construction method thereof.The novel large-diameter concrete cylinder construction structure comprises a plurality of vertically-arranged column steel bars, a plurality of vertically-arranged column formworks, a plurality of horizontally-arranged beam steel bars, a plurality of horizontally-arranged beam formworks, a plurality of horizontally-arranged cap steel bars and a plurality of horizontally-arranged cap formworks; one end of each column steel bar is connected to the concrete pile, the column steel bars are annularly arranged, and a bearing column pouring area with a circular cross section is defined by the column formworks; the cap reinforcing steel bars are connecting joints of the column reinforcing steel bars and the beam reinforcing steel bars, the cap reinforcing steel bars are arranged at the tops of the column reinforcing steel bars, the column reinforcing steel bars penetrate through and are fixed to the cap reinforcing steel bars, a cap pouring area is defined by the cap formwork, and the bearing column pouring area and the cap pouring area are overlapped to form a connecting pouring area; the beam steel bars penetrate through the cap steel bars and are fixed to the cap steel bars, a beam pouring area is defined by the beam formworks, and the beam steel bars penetrate through the connecting pouring area. The method has the effect of solving the problem that the steel bars at the joints of the bearing columns and the bearing beams are difficult to install.
本申请涉及建筑施工技术领域，尤其是涉及一种新型大直径混凝土圆柱施工结构及其施工方法，新型大直径混凝土圆柱施工结构包括多个竖直设置的柱钢筋、柱模板、多个水平设置的梁钢筋、梁模板、帽钢筋和帽模板；各柱钢筋的一端连接在混凝土桩上，各柱钢筋呈环形布设，柱模板围成横截面为圆形的承重柱浇筑区域；帽钢筋是柱钢筋和梁钢筋的连接节点，帽钢筋设置在各柱钢筋的顶部且各柱钢筋均穿设固定在帽钢筋上，帽模板围成帽浇筑区域，承重柱浇筑区域与帽浇筑区域重叠形成连接浇筑区域；各梁钢筋均穿设在帽钢筋上且与帽钢筋固定，梁模板围成梁浇筑区域，各梁钢筋穿过连接浇筑区域。本申请具有解决承重柱和承重梁节点处钢筋安装困难的问题的效果。
Novel large-diameter concrete cylinder construction structure and construction method thereof
The invention relates to the technical field of building construction, in particular to a novel large-diameter concrete cylinder construction structure and a construction method thereof.The novel large-diameter concrete cylinder construction structure comprises a plurality of vertically-arranged column steel bars, a plurality of vertically-arranged column formworks, a plurality of horizontally-arranged beam steel bars, a plurality of horizontally-arranged beam formworks, a plurality of horizontally-arranged cap steel bars and a plurality of horizontally-arranged cap formworks; one end of each column steel bar is connected to the concrete pile, the column steel bars are annularly arranged, and a bearing column pouring area with a circular cross section is defined by the column formworks; the cap reinforcing steel bars are connecting joints of the column reinforcing steel bars and the beam reinforcing steel bars, the cap reinforcing steel bars are arranged at the tops of the column reinforcing steel bars, the column reinforcing steel bars penetrate through and are fixed to the cap reinforcing steel bars, a cap pouring area is defined by the cap formwork, and the bearing column pouring area and the cap pouring area are overlapped to form a connecting pouring area; the beam steel bars penetrate through the cap steel bars and are fixed to the cap steel bars, a beam pouring area is defined by the beam formworks, and the beam steel bars penetrate through the connecting pouring area. The method has the effect of solving the problem that the steel bars at the joints of the bearing columns and the bearing beams are difficult to install.
本申请涉及建筑施工技术领域，尤其是涉及一种新型大直径混凝土圆柱施工结构及其施工方法，新型大直径混凝土圆柱施工结构包括多个竖直设置的柱钢筋、柱模板、多个水平设置的梁钢筋、梁模板、帽钢筋和帽模板；各柱钢筋的一端连接在混凝土桩上，各柱钢筋呈环形布设，柱模板围成横截面为圆形的承重柱浇筑区域；帽钢筋是柱钢筋和梁钢筋的连接节点，帽钢筋设置在各柱钢筋的顶部且各柱钢筋均穿设固定在帽钢筋上，帽模板围成帽浇筑区域，承重柱浇筑区域与帽浇筑区域重叠形成连接浇筑区域；各梁钢筋均穿设在帽钢筋上且与帽钢筋固定，梁模板围成梁浇筑区域，各梁钢筋穿过连接浇筑区域。本申请具有解决承重柱和承重梁节点处钢筋安装困难的问题的效果。
Novel large-diameter concrete cylinder construction structure and construction method thereof
一种新型大直径混凝土圆柱施工结构及其施工方法
HAO XUE (Autor:in) / JIA JUNTAO (Autor:in) / LI PAN (Autor:in) / XIAO SI (Autor:in) / REN JIANSHUANG (Autor:in) / LIU XINYUE (Autor:in) / AI HONGJUN (Autor:in) / SONG MEIZI (Autor:in) / SUN DONGQING (Autor:in) / LI CHUNHUA (Autor:in)
08.12.2023
Patent
Elektronische Ressource
Chinesisch
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