Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel shell mechanism of transition section of steel-concrete combined tower and manufacturing method of steel shell mechanism
The embodiment of the invention relates to a steel shell mechanism of a transition section of a steel-concrete combined tower and a manufacturing method of the steel shell mechanism. An inner wall plate unit is arranged at the bottom of a pressure-bearing plate unit in a columnar shape, and an inner bin formed by the inner wall plate unit is communicated with the pressure-bearing plate unit to form an inner bin hole; a first vertical stiffener and a first horizontal annular stiffener are further arranged on the wall plate of the inner wall plate unit; the top of the outer wall plate unit is arranged on the outer wall of the pressure bearing plate unit in a surrounding mode. A plurality of second vertical stiffeners and a plurality of second horizontal annular stiffeners are further arranged on the wall plate of the outer wall plate unit; the longitudinal partition plate is arranged between the outer wall plate unit and the inner wall plate unit; the horizontal reinforcing steel bar is arranged in the longitudinal partition plate and the first vertical stiffener in a penetrating manner along the horizontal direction; the outer wall plate annular reinforcing steel bars are arranged in the longitudinal partition plates and the second vertical stiffeners in a penetrating mode in the horizontal direction. According to the embodiment of the invention, the steel shell mechanism can be in accurate transition connection with the bolted tower section. In the manufacturing process, the assembling progress can be controlled, and the manufacturing technology level of the steel-concrete combined tower is improved.
本公开实施例是关于一种钢混组合塔的过渡节段的钢壳机构及其制造方法。包括：内壁板单元呈柱状设置在承压板单元的底部，且内壁板单元形成的内仓与承压板单元连通形成内仓孔；内壁板单元的壁板上还设有第一竖向加劲和第一水平环向加劲；外壁板单元的顶部环绕设置在承压板单元的外壁上；外壁板单元的壁板上还设有若干第二竖向加劲和若干第二水平环向加劲；纵隔板设置在外壁板单元和内壁板单元之间；水平钢筋穿沿水平方向穿设在纵隔板和第一竖向加劲内；外壁板环向钢筋沿水平方向穿设在纵隔板和第二竖加劲向内。本公开实施例，该钢壳机构能够与栓接塔段的精确过渡连接。在制造过程中，能够控制组拼进度控制，提升了钢混组合塔的制造技术水平。
Steel shell mechanism of transition section of steel-concrete combined tower and manufacturing method of steel shell mechanism
The embodiment of the invention relates to a steel shell mechanism of a transition section of a steel-concrete combined tower and a manufacturing method of the steel shell mechanism. An inner wall plate unit is arranged at the bottom of a pressure-bearing plate unit in a columnar shape, and an inner bin formed by the inner wall plate unit is communicated with the pressure-bearing plate unit to form an inner bin hole; a first vertical stiffener and a first horizontal annular stiffener are further arranged on the wall plate of the inner wall plate unit; the top of the outer wall plate unit is arranged on the outer wall of the pressure bearing plate unit in a surrounding mode. A plurality of second vertical stiffeners and a plurality of second horizontal annular stiffeners are further arranged on the wall plate of the outer wall plate unit; the longitudinal partition plate is arranged between the outer wall plate unit and the inner wall plate unit; the horizontal reinforcing steel bar is arranged in the longitudinal partition plate and the first vertical stiffener in a penetrating manner along the horizontal direction; the outer wall plate annular reinforcing steel bars are arranged in the longitudinal partition plates and the second vertical stiffeners in a penetrating mode in the horizontal direction. According to the embodiment of the invention, the steel shell mechanism can be in accurate transition connection with the bolted tower section. In the manufacturing process, the assembling progress can be controlled, and the manufacturing technology level of the steel-concrete combined tower is improved.
本公开实施例是关于一种钢混组合塔的过渡节段的钢壳机构及其制造方法。包括：内壁板单元呈柱状设置在承压板单元的底部，且内壁板单元形成的内仓与承压板单元连通形成内仓孔；内壁板单元的壁板上还设有第一竖向加劲和第一水平环向加劲；外壁板单元的顶部环绕设置在承压板单元的外壁上；外壁板单元的壁板上还设有若干第二竖向加劲和若干第二水平环向加劲；纵隔板设置在外壁板单元和内壁板单元之间；水平钢筋穿沿水平方向穿设在纵隔板和第一竖向加劲内；外壁板环向钢筋沿水平方向穿设在纵隔板和第二竖加劲向内。本公开实施例，该钢壳机构能够与栓接塔段的精确过渡连接。在制造过程中，能够控制组拼进度控制，提升了钢混组合塔的制造技术水平。
Steel shell mechanism of transition section of steel-concrete combined tower and manufacturing method of steel shell mechanism
一种钢混组合塔的过渡节段的钢壳机构及其制造方法
LI YICHENG (Autor:in) / TIAN LILI (Autor:in) / WU JIANGBO (Autor:in) / NI JINRONG (Autor:in) / ZHU JINGJING (Autor:in) / JI YAOHUI (Autor:in)
01.08.2023
Patent
Elektronische Ressource
Chinesisch
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