某射擊館結構設計
趙艷秋， 鮑育明， 丁榮龍
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趙艷秋， 鮑育明， 丁榮龍(南京軍區(qū)建筑設計院，南京 210029)[摘要] 結合一個單層、較大跨度、較高層高、采用柱下鋼筋混凝土獨立基礎的單跨鋼筋混凝土框架結構的工程設計實例，分別按框架柱腳固接和鉸接兩種計算模型，采用SATWE和JCCAD計算軟件對上部結構和獨立基礎進行計算，對兩種計算模型的計算結果進行了對比分析。計算分析表明，對于此類結構，按框架柱腳鉸接進行設計比較合理，可減小基礎尺寸，達到在結構安全、受力合理的前提下節(jié)約基礎工程造價的目的。[關鍵詞] 單跨框架；大跨度；柱腳鉸接；柱底彎矩中圖分類號：TU375.4 文獻標識碼：A 文章編號：1002-848X(2012) S2-0372-04Design of shooting hall structureZhao Yanqiu, Bao Yuming, Ding Ronglong( Nanjing Military Area Architecture Design Institute, Nanjing 210029, China)Abstract: Combined with a design example of single floor and large span reinforced concrete frame that reinforced concrete column independent foundation were used, the main structure and independent foundation were calculated separately by used SATWE and JCCAD software depend on column bottom fixed and hinge joint model. The calculation results of two model were compared. The analysis results show that, for this kind of structure, frame column hinged foot is more reasonable. That can reduce the independent foundation size to aclueve aim of the fundamental project cost saving under the structure safety and reasonable force.Keywords: single-span frame; large span; column bottom lunge joint; column bottom moment
