- 摘 要
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(中船第九設計研究院工程有限公司， 上海 200063)
［摘要］裝配整體式混凝土結構是指結構構件在工廠預制，在現(xiàn)場通過節(jié)點現(xiàn)澆形成可靠連接的結構。本文以某高層住宅為背景，開展裝配整體式剪力墻結構的設計方法研究工作，分別對結構方案設計、計算分析以及預制構件及連接節(jié)點設計等過程中有別于傳統(tǒng)現(xiàn)澆結構的要點進行闡述探討。結果表明：裝配整體式剪力墻結構可以實現(xiàn)結構的等同現(xiàn)澆設計，但需在結構的方案設計、計算分析以及預制構件及連接節(jié)點設計時采取必要措施。
［關鍵詞］裝配整體式剪力墻結構； 結構設計； 計算分析； 預制構件； 連接節(jié)點
中圖分類號： TU375 文獻標識碼： A文章編號： 1002-848X(2016)S1-0623-05
Research on design method of a high-rise assembled monolithic shear-wall structure
Hu Kai , Li Qingwu, Qu Ge, Chen Yunqi, Ding Jiaqing, Xiao Binghui, Jiang Li
(China Shipbuilding NRDI Engineering Co.， Ltd., Shanghai 200063, China)
Abstract： The assembled monolithic precast concrete structure is the structure with the element precasted in factory and the joints casted in the construction site. The design method of this structure was discussed based on a high-rise residential. The main points of the whole structure design , the analysis, the elements and the joints which are different from the traditional ones were introduced. The results show that the assembled monolithic shear-wall structure can be designed as a cast-in-situ structure, but the necessary measures must be carried in the structure design, structure analysis and elements and joints design.
Keywords： assembled monolithic precast shear-wall structure； structure design, structure analysis； precast element； cast-in-situ joint
作者簡介：胡凱，碩士，工程師，主要從事復雜高層設計及結構性能分析研究，Email：whocannet@163.com。
