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（北京清華同衡規(guī)劃設(shè)計(jì)研究院有限公司， 北京  100085）

［摘要］浙江金華萬佛塔工程主塔為異地復(fù)建工程，按宋代建筑風(fēng)格設(shè)計(jì)。原塔在1942年拆毀，復(fù)建以古塔尺寸為基礎(chǔ)，按不等比例放大設(shè)計(jì)。為實(shí)現(xiàn)塔身體型變化要求，結(jié)構(gòu)設(shè)計(jì)在立面上采用四種結(jié)構(gòu)形式，分別為鋼骨混凝土柱框架-核心筒、鋼管混凝土柱框架-核心筒、鋼框架-核心筒、鋼框架-柱間支撐結(jié)構(gòu)形式。介紹建筑設(shè)計(jì)限制對(duì)結(jié)構(gòu)設(shè)計(jì)影響，結(jié)構(gòu)方案選擇及分析，并采用性能化設(shè)計(jì)提高結(jié)構(gòu)安全度。

［關(guān)鍵詞］萬佛塔； 古建筑； 建筑遺產(chǎn)保護(hù)； 多體系結(jié)構(gòu)； 施工階段控制

中圖分類號(hào)：TU398+.2文獻(xiàn)標(biāo)識(shí)碼：A文章編號(hào)：1002-848X(2019)06-0023-06

Structural design of  Ten Thousand Buddhas Pagoda  in Zhejiang Jinhua

Xu Ke， Tian Liqiang

(Beijing Tsinghua Tongheng Urban Planning & Design Institute Co., Ltd., Beijing 100085, China)

Abstract:The main tower of  Ten Thousand Buddhas Pagoda, located in Jinhua, Zhejiang Province, is a reconstruction of an ancient building. It is designed in the Song-dynasty architectural style, which was demolished in 1942. The size of the original building is scaled up by slightly altered proportions in the reconstructed building. In order to realize the tower body shape change requirements, the structural design adopts four structural forms on the facade, which are respectively steel reinforced concrete column frame-core tube, steel tube concrete column frame-core tube, steel frame-core tube, steel frame-column support structure. The implications of the architectural design for the structural schemeis were discussed, and possible design choices of the structure were analyzed to show how the final selection was made, and performance-based seismic design was used to improve structural safety.

Keywords:Ten Thousand Buddhas Pagoda; ancient architecture; architectural heritage conservation; multiple systems structure; construction phase control

作者簡(jiǎn)介：徐珂，學(xué)士，高級(jí)工程師，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email:15601060166@126.com。