EXPERIMENTAL STUDY ON FRICTION COEFFICIENT OF RETARD-BONDED PRESTRESSING STRAND

Wu Zhuanqin; Zeng Zhaobo; Shang Renjie; Liu Jingliang

doi:10.13204/j.gyjz200811006

Volume 38 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(11): 20-23

Wu Zhuanqin, Zeng Zhaobo, Shang Renjie, Liu Jingliang. EXPERIMENTAL STUDY ON FRICTION COEFFICIENT OF RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 20-23. doi: 10.13204/j.gyjz200811006

Citation:

Wu Zhuanqin, Zeng Zhaobo, Shang Renjie, Liu Jingliang. EXPERIMENTAL STUDY ON FRICTION COEFFICIENT OF RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 20-23. doi: 10.13204/j.gyjz200811006

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON FRICTION COEFFICIENT OF RETARD-BONDED PRESTRESSING STRAND

doi: 10.13204/j.gyjz200811006

1.
1. China Jingye Engineering Co.,Ltd. Beijing 100088;
2.
2. Central Research Institute of Building and Construction,MCC Group Beijing 100089

Received Date: 2008-06-25
Publish Date: 2008-11-20

Abstract

Abstract

Through experimental study of 12 retard-cohesive prestressing strands of straight line and 15 retard-cohesive prestressing strands of different angles,the friction loss of each strand is obtained.The friction coefficient and and the separate degree of the retard-cohesive prestressing strand have been figured out,which provides a reference for design and construction of retard-bonded prestressed concrete structures.
- retard-bonded,
- prestressing,
- friction coefficient,
- experimental study

FullText(HTML)

References(5)

References

曾昭波.缓粘结预应力体系力学性能的试验研究:[学位论文].北京:中冶集团建筑研究总院,2005

[2] 林同炎,伯恩斯.预应力混凝土结构设计.路湛沁,译.北京:中国铁道出版社,1983:68-70

[3] 陶学康.无粘结预应力混凝土设计与施工.北京:地震出版社,1993:34-35

[4] JGJ 92-2004 无粘结预应力混凝土结构技术规程

[5] GB 50010-2002混凝土结构设计规范

Relative Articles

[1]	LI Pengfei, FENG Chuxiang, ZHU Chengfeng, XIAO Ziqiang, HE Zhimin, WANG Jianmin. Experimental Research on Fatigue Performance of Prestressed Ceramsite Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 103-110. doi: 10.13204/j.gyjzG21092202
[2]	QU Zhihao, HUANG Feng, Zheng Aichen, GAO Xiaoye. Experimental Study on the Influence of Joint Fillers on the Crack Initiation Strength of Rock Masses[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 175-179. doi: 10.13204/j.gyjzG21062915
[3]	WU Shukang, ZHANG Wenxue, JI Jun, LU Xiangtao. EXPERIMENTAL RESEARCH OF LATERAL PRESSURE ON SELF-COMPACTING CONCRETE FORMWORKS CONSIDERING TIME-VARYING PROPERTIES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 120-125. doi: 10.13204/j.gyjzG21010409
[4]	Li Xiaofen, Liu Lixin, Zhang Huipeng. EXPERIMENTAL STUDY ON BOND BEHAVIORS OF PRESTRESSED STRANDS BY PULL-OUT TEST[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 65-69. doi: 10.13204/j.gyjz201505015
[5]	Cai Xiaoning, Meng Shaoping, Sun Weiwei. REHABILITATION MECHANISM STUDY OF BEAM-TO-COLUMN CONNECTIONS FOR SELF-CENTERING POST-TENSIONED PRECAST FRAME[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 56-61.
[6]	Chong Xun, Ye Xianguo, Jiang Qing, Jiang Ye, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED HIGH-STRENGTH CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 22-26,48. doi: 10.13204/j.gyjz201211005
[7]	Liu Pengfei, Zhao Qilin, Jiang Kebin, Gao Hesheng. THEORETIC RESEARCH ON FRICTION LOSS OF PRE-STRESS IN LARGE-SPAN CONCRETE BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 64-67. doi: 10.13204/j.gyjz201110016
[8]	Pan Yudi. THE EXPERIMENTAL RESEARCH ON THE STIFFNESS OF PRESTRESSED CONCRETE BEAMS UNDER LONG-TERM VARIABLE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 50-53. doi: 10.13204/j.gyjz200805011
[9]	Ma Jingyou, Li Jun’an, Liu Gang, Shang Renjie. APPLICATION OF RETARD-BONDED PRESTRESSED TECHNIQUE IN BEIJING CHILDREN'S NEW PALACE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 31-35. doi: 10.13204/j.gyjz200811009
[10]	Shang Renjie, Wu Zhuanqin, Yu Yuanpeng, Yue Yanbo, Gong Xisheng. APPLICATION OF RETARD-BONDED PRESTRESSED TECHNIQUE IN CONCRETE GRID-BEAM STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 36-39. doi: 10.13204/j.gyjz200811010
[11]	Gong Xisheng, Liu Jingliang, Zhou Jianfeng, Si Siyu. APPLICATION OF RETARD-BONDED PRESTRESSED TECHNIQUE IN PROJECT OF LIHONG ECOLOGY HOMELAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 28-30. doi: 10.13204/j.gyjz200811008
[12]	Liu Jingliang, Li Qian, Fan Yunyun, Wu Zhuanqin. STUDY ON PREPARATION TECHNICS AND PRODUCING EQUIPMENT OF RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 17-19,44. doi: 10.13204/j.gyjz200811005
[13]	Wu Zhuanqin, Fan Yunyun, Liu Jingliang, Liu Gang. STUDY ON MECHANICAL PROPERTIES OF ADHESIVE MATERIALS FOR RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 9-12,35. doi: 10.13204/j.gyjz200811003
[14]	Li Peixun. RESEARCH ON THE RETARD-BONDED PRESTRESSED TECHNIQUE AND DEVELOPMENT PROSPECTS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 1-5. doi: 10.13204/j.gyjz200811001
[15]	Shang Renjie, Zhang Qiang, Zhou Jianfeng, Zeng Zhaobo. EXPERIMENTAL STUDY ON RETARD-BONDED PRESTRESSED CONCRETE BEAMS IN BENDING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 24-27. doi: 10.13204/j.gyjz200811007
[16]	Zhou Jianfeng, Shang Renjie, Fan Yunyun, Wu Zhuanqin. STABILITY STUDY ON ADHESIVE MATERIAL OF RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 13-16. doi: 10.13204/j.gyjz200811004
[17]	Fan Yunyun, Wu Zhuanqin, Zhou Jianfeng, Gong Xisheng. STUDY ON ADHESIVE MATERIALS FOR RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 6-8,16. doi: 10.13204/j.gyjz200811002
[18]	Zhang Ke, Ye Lieping, Yue Qingrui. ANALYSIS OF MAXIMUM TENSIONED PRESTRESS AND INTERFACIAL BOND STRESS OF PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 96-99. doi: 10.13204/j.gyjz200707028
[19]	Zhang Xin, Liang Ru-ming, Wei He, Ye Lie-ping. EXPERIMENTAL STUDY ON RC COLUMN REINFORCEDWITH UNBONDED HIGH-STRENGTH STRANDS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 81-84. doi: 10.13204/j.gyjz200711022
[20]	Cai Jiangyong. IMPROVING SUGGESTION ON CALCULATION METHOD OF FRICTION LOSS IN PRESTRESSED CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 94-95,75. doi: 10.13204/j.gyjz200404029