A STUDY ON INDUSTRIAL HERITAGE RECONSTRUCTION MODE ON THE BASIS OF"CLUE RECONSTRUCTION"

Lou Ying-hao; Zhu Xiao-qing; Wang Zhu

doi:10.13204/j.gyjz201210007

Volume 42 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(10): 25-29

HUANG Xin, LI Yi, ZHU Xudong, HU Xueying, LYU Yang. DAMAGE ANALYSIS OF HIGH-RISE BUILDING STRUCTURES WITH ASYMMETRIC VERTICAL SETBACKS UNDER RARE EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 79-84. doi: 10.13204/j.gyjz202006013

Citation:

Lou Ying-hao, Zhu Xiao-qing, Wang Zhu. A STUDY ON INDUSTRIAL HERITAGE RECONSTRUCTION MODE ON THE BASIS OF"CLUE RECONSTRUCTION"[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 25-29. doi: 10.13204/j.gyjz201210007

Citation:

PDF( 0 KB)

A STUDY ON INDUSTRIAL HERITAGE RECONSTRUCTION MODE ON THE BASIS OF"CLUE RECONSTRUCTION"

doi: 10.13204/j.gyjz201210007

1.
1. College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310000,China;
2.
2. College of Civil Engineering and Architecture,Zhejiang University of Technology,Hangzhou 310000,China

Received Date: 2012-01-15
Publish Date: 2012-10-20

Abstract

Abstract

Regional industrial heritage is the expression of industry context in a particular era as well as the culture display of specific technology clues and process.The preservation and redevelopment of industrial heritages include not only the inheriting of place's virtual nature such as the original industrial civilization and industrial spirits,but also the utilization of concrete architectural heritages.Takingclueas the entry point,this paper,by investigating the reconstruction of Hangzhou Oil Refinery Block,on one hand,from the perspective of virtual nature,discusses the significance of context,conduct and feedback clues to the construction of space; on the other hand,from a concrete point of view,explores the entity re-use preservation policies of carrier and module.What's more,by summarizing relative social instruction strategies,the paper can provide some specific reference for industrial heritage preservation in the future．
- industrial heritage,
- clue,
- reconstruction,
- module

FullText(HTML)

References(5)

References

[2] 楼瑛浩，熊若衡.京杭大运河杭州段工业遗产保护、重构策略研究[J].中外建筑，2010(11): 91-93 .

王晶，王辉.工业遗产坦佩雷2010 国际工业遗产联合会议及坦佩雷城市工业遗产简述[J].建筑学报，2010 (12 ): 21 －24.

[3] 朱小雷，吴硕贤.使用后评价对建筑设计的影响及其对我国的意义[J].建筑学报，2002(5): 42-44.

[4] 马秉骞.炼油设备基础知识[M].北京: 中国石化出版社，2003.

[5] 刘抚英，邵涛，栗德祥.德国鲁尔区工业遗产保护与再生利用对策考察研究[J].世界建筑，2007(7): 120-123．

Relative Articles

[1]	HAN Liangjun, LI Jun, GE Yuanhui, LI Yanchang, LIANG Jiadong, WANG Rongqi, ZHA Xiaoxiong. Theoretical Analysis and Seismic Finite Element Study on Joint Performance of a New Fabricated Dry Connection Self-Centering Structure[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 130-138. doi: 10.13204/j.gyjzG22040210
[2]	HAN Liangjun, LI Jun, GE Yuanhui, LI Yanchang, LIANG Jiadong, WANG Rongqi, ZHA Xiaoxiong. Theoretical Analysis and Finite Element Study on Seismic Performance of New Type Prefabricated Self-Centering Frame Structures with Dry-Connection[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 99-108,57. doi: 10.13204/j.gyjzG22040211
[3]	AN Daoyao. Safety Limit Analysis for the Whole Construction Process of a Super High-Rise Building Under Strong Earthquakes[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 117-122. doi: 10.13204/j.gyjzG21062921
[4]	CHEN Yong, JIAN Bin, LIU Chong. RESEARCH ON SEISMIC PERFORMANCES OF FIRST ASEISMIC GRADE FRAMES WITH PSRC VIERENDEEL TRUSS TRANSFER STORIES UNDER MAIN-AFTER SHOCKS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 45-52,105. doi: 10.13204/j.gyjzG20071008
[5]	NI Qian, ZHANG Bin, LI Jinjin. SEISMIC PERFORMANCE ANALYSIS OF CARBON FIBER REINFORCED FRAME STRUCTURE BASED ON PUSHOVER ANALYSIS METHOD[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 104-108,112. doi: 10.13204/j.gyjz202002015
[10]	Fan Feng, Zhi Xudong. FAILURE MECHANISM OF RETICULATED SHELLS SUBJECTED TO SEVERE EARTHQUAKES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 10-15. doi: 10.13204/j.gyjz201501002
[11]	Li Hongxing, Gao Wei, Zhao Chunlian, Li Guoqiang, Dong Lühe, Sun Feifei. APPLICATION OF BUCKLING-RESTRAINED BRACES ( BRB) IN RC FRAME-BENT MAIN BUILDING STRUCTURE FOR LARGE THERMAL POWER PLANTS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 98-102.
[12]	Zhang Teng, Wu Xiaohan, He Jinsheng. ELASTO-PLASTIC TIME HISTORY ANALYSIS OF STRUCTURE AND CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 90-94. doi: 10.13204/j.gyjz201406021
[13]	Fang Shisheng, Wang Wei, Fang Fei, Wang Sihong, Xu Fengzhi. SEISMIC DESIGN AND ANALYSIS ON A HIGH BUILDING WITH MANY ITEMS EXCEEDING CODE LIMIT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 159-163,153. doi: 10.13204/j.gyjz201203033
[14]	Han Yan, Zhou A-li. SEISMIC PERFORMANCE ANALYSIS OF HRB400 HIGH-STRENGTH REINFORCED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 58-62. doi: 10.13204/j.gyjz201210014
[15]	Yang Junfen, Gu Qiang, Wan Hong, Peng Yiliang. DISCUSSION ON THE REMAINING BEARING CAPACITY OF COMPRESSIVE BRACES AFTER BUCKLING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 124-128. doi: 10.13204/j.gyjz201104026
[16]	Song Yuanqi, Wang Xiaogang, Wen Yanfeng, Liang Yuanzhong, Gong Huguang. ELASTOPLASTIC TIME-HISTORY ANALYSIS OF FRAME-BENT STRUCTURE FOR MAIN MILL BUILDING OF LARGE-SCALE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 51-54. doi: 10.13204/j.gyjz201001014
[17]	Bai Xiaohong, Bai Guoliang. EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 31-35. doi: 10.13204/j.gyjz201007010
[18]	Xin Li, Liang Xingwen. DIRECT DISPLACEMENT-BASED SEISMIC DESIGN METHOD OF HIGH-RISE BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 6-10,53. doi: 10.13204/j.gyjz200807002
[19]	Duan Hongxia, Li Zhengliang. RESEARCH ON DESIGN MEASURES FOR SEISMIC RESISTANCE OF RC MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 22-26. doi: 10.13204/j.gyjz200601008
[20]	Qin Cong-lv, Qian Lei, Gan Gang, Zhang Ai-hui. SEISMIC DESIGN OF AN APARTMENT BUILDING WITH BOTTOM WEAK STORY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 36-38. doi: 10.13204/j.gyjz200610011

Supplements(0)

Cited By

Cited by

Periodical cited type(3)

1.	李浩，汪大洋，赵东卓，谢桢. 全框支厚板转换高层结构质心偏心率振动台试验与数值模拟研究. 工业建筑. 2024(05): 141-149 . 本站查看
2.	黄信，谭成松，陈宇，吴堃，李长辉. 机场滑行道桥桥面板横向有效分布宽度分析. 科学技术与工程. 2022(19): 8475-8480 .
3.	赵建超，陈焰周，张斌，张威，徐伟，肖刚. 三峡博览中心结构设计与分析. 建筑结构. 2021(S1): 489-492 .