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A platform for research: civil engineering, architecture and urbanism
Super high-rise steel-concrete structure truss layer and construction method
The invention discloses a super high-rise steel-concrete structure truss layer and a construction method, the super high-rise steel-concrete structure truss layer comprises a plurality of truss layers, a core tube is supported between the middle parts of the adjacent truss layers, and a concrete pouring layer is arranged above the truss layers; the method comprises the steps of 1, construction deduction; secondly, first-layer core tube shear wall steel bars are bound; thirdly, a first-layer core tube steel frame is installed; fourthly, a first layer of steel columns are installed; 5, the first layer of steel beams are sequentially hoisted and subjected to elevation adjustment; sixthly, a V-shaped supporting assembly is installed; step 7, mounting a cantilever cross beam; 8, steel bars between the first layer of steel columns are bound; ninthly, a first layer of formwork is spliced and subjected to seam filling; tenthly, a first layer of concrete is poured; and eleventhly, an upper steel-concrete structure truss layer is constructed. The truss layer of the super high-rise steel-concrete structure can form a stable super high-rise steel-concrete structure, the construction method reasonably links all procedures, and the construction period is shortened.
本发明公开了一种超高层钢混结构桁架层及施工方法，包括多层桁架层，相邻桁架层中部间支撑设置有核心筒，在桁架层上方设置有混凝土浇筑层；步骤一，施工推演；步骤二，第一层核心筒剪力墙钢筋绑扎：步骤三，第一层核心筒钢框架安装；步骤四，第一层钢柱安装；步骤五，第一层钢梁依次吊装及标高调节；步骤六，V型支撑组件安装；步骤七，悬挑横梁安装；步骤八，第一层钢柱间钢筋绑扎；步骤九，第一层模板拼装及塞缝；步骤十，第一层混凝土浇筑；步骤十一，上层钢混结构桁架层施工。该超高层钢混结构桁架层可形成稳固的超高层钢混结构，该施工方法合理衔接各个工序，缩短了施工工期。
Super high-rise steel-concrete structure truss layer and construction method
The invention discloses a super high-rise steel-concrete structure truss layer and a construction method, the super high-rise steel-concrete structure truss layer comprises a plurality of truss layers, a core tube is supported between the middle parts of the adjacent truss layers, and a concrete pouring layer is arranged above the truss layers; the method comprises the steps of 1, construction deduction; secondly, first-layer core tube shear wall steel bars are bound; thirdly, a first-layer core tube steel frame is installed; fourthly, a first layer of steel columns are installed; 5, the first layer of steel beams are sequentially hoisted and subjected to elevation adjustment; sixthly, a V-shaped supporting assembly is installed; step 7, mounting a cantilever cross beam; 8, steel bars between the first layer of steel columns are bound; ninthly, a first layer of formwork is spliced and subjected to seam filling; tenthly, a first layer of concrete is poured; and eleventhly, an upper steel-concrete structure truss layer is constructed. The truss layer of the super high-rise steel-concrete structure can form a stable super high-rise steel-concrete structure, the construction method reasonably links all procedures, and the construction period is shortened.
本发明公开了一种超高层钢混结构桁架层及施工方法，包括多层桁架层，相邻桁架层中部间支撑设置有核心筒，在桁架层上方设置有混凝土浇筑层；步骤一，施工推演；步骤二，第一层核心筒剪力墙钢筋绑扎：步骤三，第一层核心筒钢框架安装；步骤四，第一层钢柱安装；步骤五，第一层钢梁依次吊装及标高调节；步骤六，V型支撑组件安装；步骤七，悬挑横梁安装；步骤八，第一层钢柱间钢筋绑扎；步骤九，第一层模板拼装及塞缝；步骤十，第一层混凝土浇筑；步骤十一，上层钢混结构桁架层施工。该超高层钢混结构桁架层可形成稳固的超高层钢混结构，该施工方法合理衔接各个工序，缩短了施工工期。
Super high-rise steel-concrete structure truss layer and construction method
一种超高层钢混结构桁架层及施工方法
HAN JUNG-HO (author) / CHEN JUN (author) / XU CANQING (author) / XU HAO (author)
2024-12-06
Patent
Electronic Resource
Chinese
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