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清華附中鄭東學(xué)校體育館大跨度樓蓋結(jié)構(gòu)設(shè)計(jì)與分析
房輕舟1,李征宇1,趙建玲1,張子煜2,許立言2
摘 要

(1 清華大學(xué)建筑設(shè)計(jì)研究院有限公司,  北京 100084; 2 清華大學(xué)土木工程系,  北京 100084)

[摘要]以清華附中鄭東學(xué)校體育館為例,對(duì)預(yù)應(yīng)力空心樓蓋、預(yù)應(yīng)力混凝土梁板樓蓋、鋼桁架+混凝土板樓蓋及鋼-混凝土組合梁樓蓋等常見(jiàn)大跨度樓蓋結(jié)構(gòu)進(jìn)行對(duì)比分析,并對(duì)設(shè)計(jì)要點(diǎn)進(jìn)行論述。詳細(xì)介紹了綜合訓(xùn)練館樓蓋采用鋼-混凝土組合梁大跨度樓蓋和籃球館樓蓋采用鋼桁架+現(xiàn)澆混凝土板大跨度樓蓋的設(shè)計(jì)方法。針對(duì)大跨度樓蓋結(jié)構(gòu)存在的舒適度和振動(dòng)問(wèn)題進(jìn)行論述,并分別提出驗(yàn)算及振動(dòng)控制方法。

[關(guān)鍵詞]清華附中鄭東學(xué)校體育館; 大跨度樓蓋; 舒適度; 振動(dòng)控制

中圖分類號(hào):TU398-9文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1002-848X(2020)12-0070-07

 

Structural design and analysis of large-span floor of Zhengdong Campus gymnasium of Affiliated Middle School of Tsinghua University

FANG Qingzhou1, LI Zhengyu1, ZHAO Jianling1, ZHANG Ziyu2, XU Liyan2

(1 Architectural Design & Research Institute of Tsinghua University Co., Ltd., Beijing 100084, China;2 Department of Civil Engineering, Tsinghua University, Beijing 100084, China)

Abstract:Taking Zhengdong Campus gymnasium of Affiliated Middle School of Tsinghua University as an example, common large-span floor structures were compared and analyzed, such as prestressed hollow floor, prestressed concrete beam-slab floor, steel truss + concrete slab floor and steel-concrete composite beam floor, and the key points of the design were discussed. The structural design of steel-concrete composite beam floor for the comprehensive training hall and the structural design of steel truss with casting in site concrete floor in the basketball hall were introduced in detail.The comfort and vibration problems of large-span floor structure were discussed, and the checking calculation and vibration control methods were put forward respectively.

Keywords:Zhengdong Campus gymnasium of Affiliated Middle School of Tsinghua University; large-span floor; comfort; vibration control

 

作者簡(jiǎn)介:房輕舟,碩士,高級(jí)工程師,一級(jí)注冊(cè)結(jié)構(gòu)工程師,Email: fangqingzhou@thad.com.cn。

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