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光明新區(qū)公共服務(wù)平臺(tái)斜撐與桁架組合轉(zhuǎn)換結(jié)構(gòu)中樓蓋的施工模擬分析
馬鎮(zhèn)炎,王錦文,張梅松
摘 要

 

(筑博設(shè)計(jì)股份有限公司, 深圳 518035

摘要]施工順序會(huì)影響復(fù)雜結(jié)構(gòu)構(gòu)件的內(nèi)力,斜撐與桁架組合轉(zhuǎn)換結(jié)構(gòu)中斜撐水平推力在樓蓋中的傳遞途徑是復(fù)雜結(jié)構(gòu)設(shè)計(jì)的關(guān)鍵。研究了光明新區(qū)公共服務(wù)平臺(tái)斜撐與桁架組合轉(zhuǎn)換結(jié)構(gòu)在豎向荷載作用下傳遞斜撐水平推力時(shí)轉(zhuǎn)換層樓蓋的受力特征;通過(guò)對(duì)兩種施工過(guò)程的計(jì)算,分析比較了轉(zhuǎn)換層樓板的施工順序?qū)Y(jié)構(gòu)傳力途徑的影響以及對(duì)結(jié)構(gòu)主要受力構(gòu)件內(nèi)力的影響。分析結(jié)果表明,不同施工方案對(duì)樓蓋中的梁與板的內(nèi)力分配有一定的影響,尤其在斜撐水平推力較大時(shí)樓蓋的內(nèi)力變化更為明顯,若處理不當(dāng)會(huì)存在較大的安全隱患。

關(guān)鍵詞]斜撐與桁架組合轉(zhuǎn)換; 大跨拱式轉(zhuǎn)換; 轉(zhuǎn)換層樓板; 施工順序

中圖分類(lèi)號(hào):TU318.2       文獻(xiàn)標(biāo)識(shí)碼:A       文章編號(hào):1002-848X(2014)08-0083-04

Floor construction simulation analysis in inclined support and truss combined transfer structure of Guangming New District public service platform

Ma Zhenyan, Wang Jinwen, Zhang Meisong

 (Zhubo Architectural & Engineering Design Co., Ltd., Shenzhen 518035, China)

Abstract: For complex structures, construction sequence directly affects component’s internal force. The transmission way of inclined support’s horizontal forces in the floor is the key point in design of inclined support and truss combined transfer structure. Mechanics characteristics of the transfer floor of Guangming New District public service platform under inclined support transfer structure’s horizontal forces were studied. Comparing the calculations of two different schemes of construction process, influence of construction sequence of the transfer floor on key components’ internal forces and horizontal force’s transmission way was studied. The results show that construction process scheme has certain effect on the force distribution way in beams and slabs. This affection is more obvious when inclined support’s horizontal forces are large and the great hidden danger would appear if it’s inappropriately managed.

Keywords: inclined support and truss combined transfer structure; large-span arch-transfer structure; transfer floor; construction sequence

作者簡(jiǎn)介:馬鎮(zhèn)炎,碩士,高級(jí)工程師,一級(jí)注冊(cè)結(jié)構(gòu)工程師,Emailma.zhenyan@zhubo.com。

參考文獻(xiàn)

1GB 500102010 混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范[S].北京:中國(guó)建筑工業(yè)出版社,2011

2]馬鎮(zhèn)炎,王錦文,張梅松,等. 光明新區(qū)公共服務(wù)平臺(tái)結(jié)構(gòu)設(shè)計(jì)的關(guān)鍵技術(shù)[J.建筑結(jié)構(gòu),2014,44(8)70-76,36

3]沈蒲生.高層混合結(jié)構(gòu)設(shè)計(jì)與施工[M].北京:機(jī)械工業(yè)出版社,2008

4]孫華華,趙昕,丁潔民,等.復(fù)雜鋼框架核心筒連體高層建筑施工過(guò)程分析[J.建筑結(jié)構(gòu),2009,39(S1)221-224

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