（北京清华同衡规划设计研究院有限公司， 北京  100085）

［摘要］浙江金华万佛塔工程主塔为异地复建工程，按宋代建筑风格设计。原塔在1942年拆毁，复建以古塔尺寸为基础，按不等比例放大设计。为实现塔身体型变化要求，结构设计在立面上采用四种结构形式，分别为钢骨混凝土柱框架-核心筒、钢管混凝土柱框架-核心筒、钢框架-核心筒、钢框架-柱间支撑结构形式。介绍建筑设计限制对结构设计影响，结构方案选择及分析，并采用性能化设计提高结构安全度。

［关键词］万佛塔； 古建筑； 建筑遗产保护； 多体系结构； 施工阶段控制

中图分类号：TU398+.2文献标识码：A文章编号：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

作者简介：徐珂，学士，高级工程师，一级注册结构工程师，Email:15601060166@126.com。