[1]赵鸿铁1,2,张锡成1,等.中国木结构古建筑的概念设计思想[J].西安建筑科技大学学报:自然科学版,2011,43(04):457-463.[doi:DOI:10.15986/j.1006-7930.2011.04.013]
 ,,et al.Conceptual design thoughts of Chinese ancient timber buildings[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(04):457-463.[doi:DOI:10.15986/j.1006-7930.2011.04.013]
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中国木结构古建筑的概念设计思想()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
43
期数:
2011年04期
页码:
457-463
栏目:
出版日期:
2011-08-31

文章信息/Info

Title:
Conceptual design thoughts of Chinese ancient timber buildings
文章编号:
1006-7930(2011)04-0457-07
作者:
赵鸿铁1张锡成1薛建阳1隋 1张风亮1
(1.西安建筑科技大学土木工程学院,陕西西安710055;
2.西部建筑科技国家重点实验室(筹),陕西西安710055)
Author(s):
ZHAO Hong-tie1ZHANG Xi-cheng1XUE Jian-yang1SUI Yan1ZHANG Feng-liang1
(1.Xi′an University of Architecture & Technology,Xi′an 710055,China;
2.State Key Laboratory of Architecture Science and Technology in West China(XAUAT),Xi′an 710055,China)
关键词:
古建筑木结构概念设计结构体系构造措施
Keywords:
 Chinese historic buildingstimber structureconceptual designstructural systemconstructional measures.
分类号:
TU366;TU311.1
DOI:
DOI:10.15986/j.1006-7930.2011.04.013
文献标志码:
A
摘要:
依据现有的工程设计及抗震理念,对木结构古建筑中所蕴含的概念设计思想进行了分析.结果表明:
结构的平面布局具有规则性、对称性及均匀性,可减小因体型不规则而产生的不利扭转效应;竖向结构布置对
高宽比做了限制,使结构具有良好的抗倾覆性;柱与础石的平置浮搁式连接、铺作层的设置以及节点的榫卯连
接方式共同构成了一个具有多重隔震、减震结构层次的木构架结构体系;柱架系统中柱列生起、侧脚的构造作
法以及柱间斜撑的设置,提高了结构的整体性、稳定性和抗震能力;抬梁式屋架系统为“替力梁架”,在相同荷
载、相同跨度情况下可大大减小截面尺寸,是对结构受力及选材的综合考虑.
Abstract:
Based on the existing engineering design and anti-seismic concepts,the conceptual design thoughts implied in the
ancient timber buildings were analyzed.Conclusions achieved are as follows:As the planar layout of the structure is regular,
symmetrical and uniform,the adverse torsional effects due to irregular layout can be avoided.Height-width ratio in
the elevation is restricted to resist overturning of the whole structural body.The floating connection between posts and
plinths,the Dou-gon layers(bracket sets)and the mortise-tenon joint constitute a timber-frame system with multiple vibration-
isolated and shock-absorbed structural arrangement.The constructional measures such as Sheng-qi and Ce-jiao of
columns,the installation of diagonal braces between columns may improve the structural integrity,stability and aseismic
capacity greatly.The design of post-and-lintel beam is a method used for saving materials.

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备注/Memo

备注/Memo:
收稿日期:2011-03-18  修改稿日期:2011-07-12
基金项目:国家自然科学基金资助项目(59878043);陕西省重点试验室建设项目(05JS17)
作者简介:赵鸿铁(1939-),男,江苏人,教授,博导,从事钢与混凝土组合结构、钢筋混凝土结构、古建筑及其抗震性能研究.
更新日期/Last Update: 2015-11-05