INTELLIGENCE DETECTION AND CONTROL TECHNIQUE OF PRESTRESSED CONCRETE AND ENGINEERING APPLICATION

Sun Xinpeng; Li Yijin; Liao Hong; Zi Wei; Wu Canliang

doi:10.13204/j.gyjz200909022

Volume 39 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(9): 103-106

ZHU Qunhong, TONG Ji, TONG Genshu. Effects of Openings on Steel Beams and its Design Suggestions[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 90-97. doi: 10.13204/j.gyjzG21122107

Citation:

Sun Xinpeng, Li Yijin, Liao Hong, Zi Wei, Wu Canliang. INTELLIGENCE DETECTION AND CONTROL TECHNIQUE OF PRESTRESSED CONCRETE AND ENGINEERING APPLICATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 103-106. doi: 10.13204/j.gyjz200909022

ZHU Qunhong, TONG Ji, TONG Genshu. Effects of Openings on Steel Beams and its Design Suggestions[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 90-97. doi: 10.13204/j.gyjzG21122107

Citation:

PDF( 0 KB)

INTELLIGENCE DETECTION AND CONTROL TECHNIQUE OF PRESTRESSED CONCRETE AND ENGINEERING APPLICATION

doi: 10.13204/j.gyjz200909022

1.
1. Civil Engineering and Architecture College,Central South University,Changsha 410075,China;
2.
2. Hunan NO. 6 Engineering Co. Ltd,Changsha 410015,China

Received Date: 2009-01-08
Publish Date: 2009-09-20

Abstract

Abstract

This article aims to develop a new type of intelligence stress test sensor that can be used for double-intelligence control of the procedure of pretension and the prestressed reinforcement stress test after streching and anchoring,to cover the shortage on stress test and strech control of prestressed concrete construction.The primary operating principle and construction processing points were introduced in the paper.From the real efficency which verified in the engineering application instances,the technology is original,the contents are comprehensive and the results are accurate with regard to intelligence detection,because of this technology,the construction quality is assured and the generalization prospect is extensive.
- prestressed concrete,
- pretension,
- intelligence,
- detection

FullText(HTML)

References(4)

References

JTJ 0412000公路桥涵施工技术规范[S].

[2] GB 502042002混凝土结构工程施工质量验收规范[S].

[3] 李邓化,彭书华,许晓飞.智能检测技术及仪表[M].北京:科学出版社,2007.

[4] 滔学康.后张法预应力混凝土设计手册[M].北京:中国建筑工业出版社,1996.

Relative Articles

[1]	PAN Yinggui, TIAN Shui, GU Qian, MEI Yu'an, HU Fei, CHENG Peng. Research on Deflection of Insulating Glass Under Wind Load[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 153-159. doi: 10.3724/j.gyjzG22011910
[2]	CHU Liusheng, YAN Zenghui, TIAN Ye, YUAN Chengfang. A Resilience Model for Joints Between Steel-Reinforced Concrete Columns and Steel Beams Considering the Effect of Floor Slabs in a Shear Failure Mode[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 175-181,90. doi: 10.13204/j.gyjzG20122911
[3]	KONG Deliang, XU Shanhua, NIE Biao. EXPERIMENTAL RESEARCH ON FLEXURAL PROPERTIES OF CORRODED H-SHAPED STEEL BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 98-103. doi: 10.13204/j.gyjzG20102707
[4]	Liu Yang, Tong Lewei. CRITICAL LATERAL SLENDERNESS RATIO OF STEEL BEAMS IN PLASTIC DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 132-139. doi: 10.13204/j.gyjz201405029
[5]	Shen Jiajia, Tong Genshu, Deng Hua. STUDY ON SOME KEY PROBLEMS RELATED TO CRANE BEAM-RAIL SYSTEM UNDER WHEEL PRESSURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 132-139. doi: 10.13204/j.gyjz201410027
[6]	Tong Genshu. A RESTUDY ON STABILITY OF STEEL BEAMS: RECENT RESEARCHES IN CHINA AND SUGGESTIONS( Ⅳ)[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 146-151.
[7]	Tong Genshu. A RESTUDY ON STABILITY OF STEEL BEAMS(Ⅲ):COMPARISON AMONG CODES AND RELIABILITY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 162-168. doi: 10.13204/j.gyjz201403032
[8]	A RESTUDY ON STABILITY OF STEEL BEAMS: INTERNATIONAL TESTS AND THEORETICAL ANALYSES( Ⅱ)[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 142-146. doi: 10.13204/j.gyjz201402030
[9]	Zhang Peng, Nie Wei, Deng Yu, Qu Jian, Liu Fengtao, Ling Yaqing, Ji Shuai. EXPERIMENTAL STUDY AND CALCULATION ON DEFLECTION OF THE NEW CFRP-PCPS CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 78-81,103. doi: 10.13204/j.gyjz201312014
[10]	Liang Xingwen, Chen Difa, Huang Xiaokun, Zhu Aiping. CALCULATION METHOD FOR DEFLECTION OF REINFORCED CONCRETE TWO-WAY SLAB-AND-BEAM FLOOR SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 71-75. doi: 10.13204/j.gyjz201304015
[11]	Nie Jianguo, Zhu Dan. EXPERIMENTAL STUDY ON PULLING CAPABILITY OF CONCRETE WALL-STEEL BEAM T-PLATE PIN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 149-155. doi: 10.13204/j.gyjz201312028
[12]	Zheng Yun, Yue Qingrui, Chen Xuan, Li Zhongyu. FATIGUE TEST RESEARCH ON CFRP STRENGTHENED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 148-152. doi: 10.13204/j.gyjz201305031
[13]	Zhang Xuqiao, Guo Yanlin, Jiang Ziqin. SHEAR AND BEND-CARRYING CAPACITY OF H-SHAPED MEMBERS WITH SINUSOIDAL CORRUGATED WEB WITH OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 37-44. doi: 10.13204/j.gyjz201207005
[14]	Wang Mingping, Zhang Ziqiong, Geng Shujiang. EXPERIMENT OF REINFORCED CONCRETE SIMPLY SUPPORTED BEAM WITH 500MPa RIBBED CARBON BARS UNDER BENDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 39-42. doi: 10.13204/j.gyjz200708011
[15]	Fu Guang-yao. ANALYSIS OF THE STRESS AND DEFLECTION OF A MULTI-SPAN LIGHT GAUGE STEEL FLOORCONTINUOUS MAIN-BEAM WITH TESTING AND THEORETICAL METHODS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 85-87. doi: 10.13204/j.gyjz200604026
[16]	Li Shulin, Li Shuxiang, Wan Bo, Li Ying. ANALYSIS AND DESIGN OF THE CRANE INSTALLED ON TOP OF THE EXISTING FRAMEWORK BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 98-101,105. doi: 10.13204/j.gyjz200611024
[17]	Ye Lieping, Zhuang Jiangbo, Zeng Pan, Zhou Xiaorong, ShaWulieti, Yang Yongxin. EXPERIMENTAL STUDY ON REINFORCED CONCRETE T- BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 7-12. doi: 10.13204/j.gyjz200508003
[18]	Zhong Chunling, Yin Xinsheng, Zou Chaoying, Liu M ing. A NEW ELASTIC ANALYSIS OF FLAT SLAB[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 88-90,93. doi: 10.13204/j.gyjz200411024
[19]	Xiong Xueyu, Wang Shousheng. THE DEFLECTION CALCULATION OF EXTERNALLY PRESTRESSED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 12-15. doi: 10.13204/j.gyjz200407003
[20]	Li Peng, Xu Dexing, Zhang Hanmin. EXPERIMENTAL RESEARCH ON STRENGTHENING STEEL STRUCTURES WITH CARBON FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 91-92,98. doi: 10.13204/j.gyjz200407027

Supplements(0)

Cited By

Cited by

Periodical cited type(3)

1.	齐玉龙. 腹板开多洞H型钢梁受弯承载力分析及研究. 山西建筑. 2025(04): 63-66+91 .
2.	童根树. 钢梁开孔后孔边加劲肋的简化. 钢结构(中英文). 2023(05): 43-45 .
3.	林祥武. 钢结构受弯构件设计与施工技术研究——以福州某医院项目为例. 海峡科学. 2022(06): 62-65 .

Other cited types(3)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (131) PDF downloads(40)