[1]张鹏程,陈龙.传统民居再利用户内新植钢框架技术[J].地震工程与工程振动,2021,41(03):190-197.[doi:10.13197/j.eeev.2021.03.190.zhangpc.019]
 ZHANG Pengcheng,CHEN Long.Reuse of traditional residence-new indoor steel frame technology[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2021,41(03):190-197.[doi:10.13197/j.eeev.2021.03.190.zhangpc.019]
点击复制

传统民居再利用户内新植钢框架技术
分享到:

《地震工程与工程振动》[ISSN:/CN:]

卷:
41
期数:
2021年03
页码:
190-197
栏目:
论文
出版日期:
2021-06-30

文章信息/Info

Title:
Reuse of traditional residence-new indoor steel frame technology
作者:
张鹏程12 陈龙1
1. 厦门大学 建筑与土木工程学院, 福建 厦门 361005;
2. 厦门大学 建筑设计研究院, 福建 厦门 361005
Author(s):
ZHANG Pengcheng12 CHEN Long1
1. School of Architecture & Civil Engineering of Xiamen University, Xiamen 361005, China;
2. Architecture Design Institute of Xiamen University, Xiamen 361005, China
关键词:
传统民居旧建筑活化再利用加固与改造装配式钢框架
Keywords:
traditonal residenceold buildingsactivation and reusereinforcement and reconstructionfabricated steel frame
分类号:
TU746.3
DOI:
10.13197/j.eeev.2021.03.190.zhangpc.019
摘要:
对户内狭窄的传统民居进行加固与改造使其满足现代商业使用,需要研究安全、适用、经济的结构加固方法以及快速的施工技术。本文介绍一种梁柱装配式连接节点,钢管内衬栓管连接方法,可拆卸楼板梁连接做法;以工程实例在户内新加装配式钢框架,植入钢筋混凝土楼板,加固承重结构部件;最终新结构满足新荷载下的使用要求,施工速度得到提升,不改变外立面墙、屋面,保留了传统建筑风貌。该技术适用于非文物古建筑、老旧建筑的修缮加固与更新改造,可以有效地延长旧建筑安全使用寿命,减少拆除重建,大量节约社会建设资源。
Abstract:
It is necessary to study safe, applicable and economical structural reinforcement methods and convenient and fast construction techniques to strengthen and transform the narrow traditional residence for modern commercial use. This paper introduces a method of beam and column assembly connection, pipe liner connection and removable floor beam connection. An engineering example is given to reinforce the load-bearing structural components by adding an indoor prefabricated steel frame embedded with reinforced concrete floor slab. Finally, the new structure meets the use requirements under the new load, and the construction speed is improved without changing the external wall and roof, and the traditional architectural style is retained. It is suitable for the repair, reinforcement and renovation of non-cultural relics and old buildings, which can effectively extend the safe service life of old buildings, reduce the demolition and reconstruction, and save a lot of social construction resources.

参考文献/References:

[1] 尚守平.中国工程结构加固的发展趋势[J].施工技术,2011,40(6):12-14. SHANG Shouping. Development trend of structural reinforcement in China[J]. Construction Technology, 2011, 40(6):12-14. (in Chinese)
[2] 李增超,邵西子.某历史建筑加固改造设计[J].建筑结构,2020,50(12):125-128,133. LI Zengchao, SHAO Xizi. Reinforcement and reconstruction design of a historic building[J]. China Building Structure, 2020, 50(12):125-128,133. (in Chinese)
[3] 刘建平, 李玉洁. 砖木结构加固改造修复关键技术[J].工程抗震与加固改造,2011,33(4):105-108,104. LIU Jianping, LI Yujie. Key Technologies of reinforcement and reconstruction for brick-wood structure[J]. Earthquake Resistant Engineering and Retrofitting, 2011, 33(4):105-108,104. (in Chinese)
[4] 石建光, 郑雪锋, 林树枝, 等.灰缝厚度及水泥砂浆抹面对历史建筑砌体结构性能的影响[J].建筑科学与工程学报,2020,37(1):67-74. SHI Jianguang, ZHENG Xuefeng, LIN Shuzhi, et al. Influence of mortar thickness and cement mortar surface strengthening on behavior of masonry structure in historical buildings[J]. Journal of Architecture and Civil Engineering, 2020, 37(1):67-74. (in Chinese)
[5] 管小健.某历史建筑的加固改造与修缮保护[J].福建建设科技, 2017(6):23-26. GUAN Xiaojian. Reinforcement and renovation of a historical building[J]. Fujian Construction Science & technology, 2017(6):23-26. (in Chinese)
[6] 薛建阳, 张鹏程, 赵鸿铁.古建木结构抗震机理的探讨[J].西安建筑科技大学学报(自然科学版), 2000, 32(1):8-11. XUE Jianyang, ZHANG Pengcheng, ZHAO Hongtie. Study on the aseismic mechanism of historic timber structural building[J]. Journal of Xi’an University of Architecture & Technology, 2000, 32(1):8-11. (in Chinese)
[7] 尚守平, 雷敏, 奉杰超, 等.空斗墙抗剪性能试验研究及有限元分析[J].地震工程与工程振动,2013,33(1):88-96. SHANG Shouping, LEI Min, FENG Jiechao, et al. Experimental study on shear behavior and finite element analysis of row lock wall[J]. Earthquake Engineering and Engineering Dynamics, 2013, 33(1):88-96. (in Chinese)
[8] 尹伟, 郑伟, 徐晓明, 等.既有空斗墙砌体结构的整体加固与改造[J].建筑施工,2018,40(8):1331-1334. YIN Wei, ZHENG Wei, XU Xiaoming, et al. Overall reinforcement and reconstruction of existing cavity wall masonry structure[J]. Building Construction, 2018, 40(8):1331-1334. (in Chinese)
[9] 褚少辉, 赵士永.村镇装配式轻钢结构体系研究[J].建设科技, 2020, 4(Z1):42-45. CHU Shaohui, ZHAO Shiyong. Study on the prefabricated light-steel structure system in villages and towns[J]. Construction Science and Technology, 2020, 4(Z1):42-45. (in Chinese)
[10] 鲁秀秀, 王燕, 刘秀丽.钢结构装配式梁柱连接节点研究进展[J].钢结构,2016,31(10):1-7. LU Xiuxiu, WANG Yan, LIU Xiuli. Research progress in fabricated beam-column joint of steel structure[J]. Steel Construction, 2016, 31(10):1-7. (in Chinese)
[11] 周铁钢, 刘博, 史庆轩, 等.ECC面层加固空斗墙抗震性能试验研究[J].世界地震工程,2019,35(1):157-166. ZHOU Tiegang, LIU Bo, SHI Qingxuan, et al. Experimental investigation on seismic behavior of cavity wall strengthened with ECC splint[J]. World Information On Earthquake Engineering, 2019, 35(1):157-166. (in Chinese)
[12] 张鹏程, 赵鸿铁, 薛建阳, 等.中国古建筑的防震思想[J].世界地震工程,2001,17(4):1-6. ZHANG Pengcheng, ZHAO Hongtie, XUE Jianyang, et al. Thoughts of earthquake resistance in Chinese ancient buildings[J]. World Information On Earthquake Engineering, 2001, 17(4):1-6. (in Chinese)

备注/Memo

备注/Memo:
收稿日期:2020-08-10;改回日期:2020-11-03。
基金项目:厦门市建设科技计划(XJK2020-1-2)
作者简介:张鹏程(1972-),男,副教授,博士,主要从事中国古建筑结构与工程结构研究.E-mail:zpcchina@xmu.edu.cn
更新日期/Last Update: 1900-01-01