Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Conversion component for ultra-large span and construction method thereof
The invention discloses a conversion component for an ultra-large span and a construction method thereof. The conversion component comprises a conversion column (1) vertically constructed on a foundation valve plate (3) and a conversion beam (2) horizontally constructed on the conversion column, wherein a plurality of conversion column steel ribs (11) are arranged in the conversion column, and every two adjacent conversion column steel ribs are connected and fixed through a pulling and tying piece (6) to form a conversion column steel rib structure; the side end of each conversion column steelrib is fixed to a conversion column stirrup (12) through a fixing piece (9); a plurality of conversion beam steel ribs (21) are arranged in the conversion beam, and every two adjacent conversion beamsteel ribs are connected and fixed through a pulling and tying piece to form a conversion beam steel rib structure; and the conversion beam steel ribs are arranged at the upper ends of the conversioncolumn steel ribs, so that the conversion column and the conversion beam are connected to form the conversion component and are integrally poured and formed. The safety of the conversion component for the ultra-large span and the reasonability of reinforcement can be achieved, the difficulty of steel bar binding and concrete pouring is lowered, and the concrete pouring quality is ensured.
本发明公开了一种用于超大跨度的转换构件及其施工方法，该转换构件包括竖直施工在基础阀板(3)上的转换柱(1)和水平施工在转换柱上的转换梁(2)；转换柱内设有若干根转换柱钢骨(11)，相邻两根转换柱钢骨间通过拉结件(6)连接固定，形成转换柱钢骨结构；每根转换柱钢骨的侧端通过固定件(9)固定在转换柱箍筋(12)上；转换梁内设有若干根转换梁钢骨(21)，相邻两根转换梁钢骨间通过拉结件连接固定，形成转换梁钢骨结构；转换梁钢骨设置在转换柱钢骨上端，使转换柱与转换梁连接构成转换构件，并一体浇筑成型。本发明能实现超大跨度转换构件的安全性和配筋的合理性，降低了钢筋绑扎和混凝土浇筑的难度，确保混凝土浇筑质量。
Conversion component for ultra-large span and construction method thereof
The invention discloses a conversion component for an ultra-large span and a construction method thereof. The conversion component comprises a conversion column (1) vertically constructed on a foundation valve plate (3) and a conversion beam (2) horizontally constructed on the conversion column, wherein a plurality of conversion column steel ribs (11) are arranged in the conversion column, and every two adjacent conversion column steel ribs are connected and fixed through a pulling and tying piece (6) to form a conversion column steel rib structure; the side end of each conversion column steelrib is fixed to a conversion column stirrup (12) through a fixing piece (9); a plurality of conversion beam steel ribs (21) are arranged in the conversion beam, and every two adjacent conversion beamsteel ribs are connected and fixed through a pulling and tying piece to form a conversion beam steel rib structure; and the conversion beam steel ribs are arranged at the upper ends of the conversioncolumn steel ribs, so that the conversion column and the conversion beam are connected to form the conversion component and are integrally poured and formed. The safety of the conversion component for the ultra-large span and the reasonability of reinforcement can be achieved, the difficulty of steel bar binding and concrete pouring is lowered, and the concrete pouring quality is ensured.
本发明公开了一种用于超大跨度的转换构件及其施工方法，该转换构件包括竖直施工在基础阀板(3)上的转换柱(1)和水平施工在转换柱上的转换梁(2)；转换柱内设有若干根转换柱钢骨(11)，相邻两根转换柱钢骨间通过拉结件(6)连接固定，形成转换柱钢骨结构；每根转换柱钢骨的侧端通过固定件(9)固定在转换柱箍筋(12)上；转换梁内设有若干根转换梁钢骨(21)，相邻两根转换梁钢骨间通过拉结件连接固定，形成转换梁钢骨结构；转换梁钢骨设置在转换柱钢骨上端，使转换柱与转换梁连接构成转换构件，并一体浇筑成型。本发明能实现超大跨度转换构件的安全性和配筋的合理性，降低了钢筋绑扎和混凝土浇筑的难度，确保混凝土浇筑质量。
Conversion component for ultra-large span and construction method thereof
用于超大跨度的转换构件及其施工方法
PAN JUNJUN (Autor:in) / CHEN HUA (Autor:in) / YANG QIN (Autor:in) / PENG JIANYONG (Autor:in) / WEN YANG (Autor:in) / YU SHAOLE (Autor:in) / LI XIAOFU (Autor:in) / FANG NENGRONG (Autor:in) / SI FAQIANG (Autor:in) / HUANG PEILIN (Autor:in)
18.12.2020
Patent
Elektronische Ressource
Chinesisch
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