|本期目录/Table of Contents|

[1]单炜,李玉顺,蒋天元.钢-竹组合结构体系设计方法[J].建筑科学与工程学报,2012,29(01):15-20.
　SHAN Wei,LI Yu-shun,JIANG Tian-yuan.Design Method of Steel-bamboo Composite Structure System[J].Journal of Architecture and Civil Engineering,2012,29(01):15-20.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
29卷
期数:
2012年01期
页码:
15-20
栏目:
出版日期:
2012-03-30

文章信息/Info

Title:
Design Method of Steel-bamboo Composite Structure System
作者:
单炜1,李玉顺2,蒋天元2
1. 东北林业大学 土木工程学院,黑龙江 哈尔滨 150040; 2. 宁波大学 土木工程系,浙江 宁波 315211
Author(s):
SHAN Wei1, LI Yu-shun2, JIANG Tian-yuan2
1. School of Civil Engineering, Northeast Forestry University, Harbin 150040, Heilongjiang, China; 2. Department of Civil Engineering, Ningbo University, Ningbo 315211, Zhejiang, China
关键词:
钢-竹组合结构;  组合墙;  压型钢板;  竹胶板;  承载力
Keywords:
steel-bamboo composite structure;  composite wall;  profiled steel sheet;  bamboo plywood;  bearing capacity
分类号:
TU398.6
DOI:
-
文献标志码:
A
摘要:
为了充分利用中国的竹资源优势,促进绿色建筑结构体系的建立和推广,提出了一种全新的轻型、低排、节能建筑组合结构体系——钢-竹组合结构体系,包括压型钢板-竹胶板组合墙承重的箱式结构受力体系和钢-竹组合梁柱结构构件受力体系; 给出了钢-竹组合结构体系各个构件的制作方法和截面构造要求,指出了在钢-竹组合结构体系设计时应注意的各构件连接部位的构造要求及其现场施工安装方法。所得结论可为钢-竹组合结构体系在设计和安装过程中提供技术借鉴和参考。
Abstract:
In order to make good use of bamboo resource in China and to promote the establishment and promotion of green building structure systems, which was light, low row and energy saving, authors presented two kinds of structure forms for the systems: the profiled steel sheet-bamboo plywood composite walls bearing box structure system and the steel-bamboo composite beam-column bearing frame structure system. Meanwhile, the production method and section form requirements of various components for steel-bamboo composite structure system were presented, and the design methods of joints and installation methods of steel-bamboo composite structure system were pointed out. The conclusions can provide technical references in the process of design and installation of steel-bamboo composite structure system.

参考文献/References:

[1] CAI L W,WILLIAMS JR J H. Full-scale Simulations of Elastic Wave Scattering in Fiber-reinforced Composites[J].Ultrasonics,1999,37(7):463-482.
[2]JIANG S X,ZHANG Q S,JIANG S H.On Structure,Production,and Market of Bamboo-based Panels in China[J].Journal of Forestry Research,2002,13(2):151-156.
[3]张齐生,孙丰文.竹木复合结构是科学合理利用竹材资源的有效途径[J].林产工业,1995,22(6):4-6. ZHANG Qi-sheng,SUN Feng-wen.Bamboo-wood Composite Structure Can Be an Effective Way to Use Bamboo Resources in Structural Field Scientifically and Reasonably[J].China Forest Products Industry,1995,22(6):4-6.
[4]MASOV K,KINRA V K,HENDERSON B K.Elastodynamic Response of a Coplanar Periodic Layer of Elastic Spherical Inclusions[J].Mechanics of Materials,2000,32(12):785-795.
[5]单 炜,李玉顺,李俊华,等.压型钢板-竹胶板组合墙体拟静力试验研究[J].哈尔滨工业大学学报,2009,41(增2):125-129. SHAN Wei,LI Yu-shun,LI Jun-hua,et al.Quasi-static Test on Profiled Steel Sheet-bamboo Plywood Composite Walls[J].Journal of Harbin Institute of Technology,2009,41(S2):125-129.
[6]李玉顺,单 炜,黄祖波,等.压型钢板-竹胶板组合楼板的力学性能试验研究[J].建筑结构学报,2008,29(1):96-102,111. LI Yu-shun,SHAN Wei,HUANG Zu-bo,et al.Experimental Study on Mechanical Behavior of Profiled Steel Sheet-bamboo Plywood Composite Slabs[J].Journal of Building Structures,2008,29(1):96-102,111.
[7]李玉顺,单 炜,黄祖波,等.钢竹组合空心楼板的抗弯性能试验[J].东北林业大学学报,2008,36(6):32-33. LI Yu-shun,SHAN Wei,HUANG Zu-bo,et al.Flexural Behavior of Bamboo-steel Composite Hollow Floor Slab[J].Journal of Northeast Forestry University,2008,36(6):32-33.
[8]李玉顺,张王丽,沈煌莹,等.复合胶结型压型钢板-竹胶板组合楼板受弯性能试验研究[J].建筑结构学报,2009(增2):176-181. LI Yu-shun,ZHANG Wang-li,SHEN Huang-ying,et al.Experimental Study on Flexural Behavior of Multiple-interlink Profiled Steel Sheet-bamboo Plywood Composite Slabs[J].Journal of Building Structures,2009(S2):176-181.
[9]沈煌莹,李玉顺,张王丽,等.冷弯薄壁型钢-竹胶板组合梁受弯性能试验研究[J].建筑结构学报,2009(增2):171-175. SHEN Huang-ying,LI Yu-shun,ZHANG Wang-li,et al.Experimental Study on Flexural Behavior of Cold-formed Thin-wall Steel-bamboo Plywood Composite Beams[J].Journal of Building Structures,2009(S2):171-175.
[10]GB 50017—2003,钢结构设计规范[S]. GB 50017—2003,Code for Design of Steel Structures[S].
[11]PAUDEL S K,LOBOVIKOV M.Bamboo Housing:Market Potential for Low-income Groups[J].Journal of Bamboo and Rattan,2003,2(4):381-396.
[12]GB 50010—2010,混凝土结构设计规范[S]. GB 50010—2010,Code for Design of Concrete Structures[S].
[13]吕清芳,魏 洋,张齐生,等.新型抗震竹质工程材料安居示范房及关键技术[J].特种结构,2008,25(4):6-10. LU Qing-fang,WEI Yang,ZHANG Qi-sheng,et al.Key Technologies of the New Bamboo Anti-seismic Model Living Room[J].Special Structures,2008,25(4):6-10.
[14]AGERSKOV H.Analysis of Bolted Connection Subject to Prying[J].Journal of the Structure Division,1977,103(11):2145-2163.
[15]MINAMI K.Beam to Column Stress Transfer in Composite Structures[C]//ROEDER C.Composite and Mixed Construction. New York:ASCE,1985:215-226.
[16]KISHI N,GOTO Y,CHEN W F,et al.Sensitivity Analysis of Connection Stiffness in Orthogonal Frames with End-plate Connections[C]//ADELI H,SIERAKOWSKI.Computing in Civil Engineering.New York:ASCE,1991:866-870.

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备注/Memo

备注/Memo:
收稿日期:2011-11-27
基金项目:国家自然科学基金项目(50878106); 浙江省新苗人才计划项目(011-A00163104200); 宁波市科技计划项目(2010C50020)
作者简介:单 炜(1965-),男,内蒙古海拉尔人,教授,博士研究生导师,工学博士,E-mail:shanwei456@163.com。
更新日期/Last Update: 2012-03-20