- 摘 要
-
（筑博設(shè)計股份有限公司， 深圳 518035）
［摘要］光明新區(qū)公共服務(wù)平臺總高度58.6m，是深圳市光明新區(qū)的標(biāo)志性建筑。工程結(jié)構(gòu)體系為斜撐與桁架組合轉(zhuǎn)換的框架-剪力墻混合結(jié)構(gòu)，轉(zhuǎn)換跨度達(dá)42.5m；轉(zhuǎn)換層以上有逐層外挑，最大挑出長度為12.6m，采用斜柱支承；1層為復(fù)雜曲面，標(biāo)準(zhǔn)層中部樓板存在一定面積的大開洞。為充分滿足建筑功能的要求，通過不同結(jié)構(gòu)方案的比選，探討了上述結(jié)構(gòu)體系的實(shí)現(xiàn)方法，論述了實(shí)現(xiàn)該特殊形式結(jié)構(gòu)體系的一系列關(guān)鍵技術(shù)，如傳力體系分析、結(jié)構(gòu)等效阻尼比的計算、性能目標(biāo)的實(shí)現(xiàn)、轉(zhuǎn)換構(gòu)件分析、溫度應(yīng)力分析等，從而在滿足規(guī)范規(guī)定的前提下，使結(jié)構(gòu)具有合理有效的布置和良好的抗震性能。
［關(guān)鍵詞］斜撐與桁架組合轉(zhuǎn)換; 混合結(jié)構(gòu)等效阻尼比; 溫度分析; 抗震性能
中圖分類號：TU318.2 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2014)08-0070-07
Key techniques in structural design of Guangming New District public service platform
Ma Zhenyan, Wang Jinwen, Zhang Meisong, Fang Yuan
(Zhubo Architectural & Engineering Design Co., Ltd., Shenzhen 518035, China)
Abstract: Guangming New District public service platform with a height of 58.6m is regarded as the symbol architecture of the Shenzhen Guangming New District. The structural system is hybrid inclined support and truss combined transfer frame-shear wall structural system with a transfer span of about 42.5m. Above transfer floor, there are cantilevers on each floor which are supported by inclined columns. The cantilevers are increased by floors and the cantilever on the top has the largest span of 12.6m. The shape of the first floor is a complex surface and the standard floors have several large openings in the middle. In order to fully satisfy architectural functions, different structure schemes were compared to discuss the fulfillment methods of above structural systems. A series of key techniques to realize the special structural system were discussed such as force transfer system analysis, equivalent damping ratio calculation, performance objectives realization, transfer members analysis and temperature stress analysis. Thus the structure has optimum structural arrangement and favorable seismic performance by the premise of meeting standard requirements.
Keywords: inclined support and truss combined transfer structure; equivalent damping ratio of hybrid structure; temperature stress analysis; seismic performance
作者簡介：馬鎮(zhèn)炎,碩士,高級工程師,一級注冊結(jié)構(gòu)工程師，Email：ma.zhenyan@zhubo.com。
參考文獻(xiàn)
［1］JGJ 3—2010 高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程［S］．北京:中國建筑工業(yè)出版社，2011．
［2］GB 50011—2010 建筑抗震設(shè)計規(guī)范［S］．北京:中國建筑工業(yè)出版社，2010．
［3］深圳光明高新園區(qū)公共服務(wù)平臺工程場地地震安全性評價報告［R］.廣州：廣東省工程防震研究院，2011.
［4］張敏,王曉東.拱式轉(zhuǎn)換層結(jié)構(gòu)的試驗研究［J］. 建筑科學(xué), 2010,26(1):33-38.
- 下載地址
-
