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《Port Engineering Technology》 2012-01
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Concrete Fissure Control of Sheet Pile Wharf Super Structure

Zhao Mingshi,Tian Zimin(CCCC First Harbor Consultants Co.,Ltd.,Tianjin 300222,China)  
As one of common quality faults in the construction of sheet pile wharf super structure,concrete fissure can't be effectively controlled for long.Through analyzing the cause of concrete fissures in the construction of sheet pile wharf super structure,the detailed measures to reduce concrete fissures are put forward from the aspect of construction quality control.In that case,super structure apparent quality of sheet pile wharf is improved,and the safety and durability of integral sheet pile wharf structure are further enhanced.
【CateGory Index】: U655.56
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【Citations】
Chinese Journal Full-text Database 3 Hits
1 WU Xiao-li(Beijing Fengtai District Construction Engineering Quality Supervision Station,Beijin 100071,China);Reason and Control Concrete Cracking[J];Port Engineering Technology;2006-03
2 QIN Fei(No.1 Eng.Co.,Ltd.of CCCC First Harbor Eng.Co.,Ltd.,Tianjin 300456,China);Precautionary Measure for Concrete Cracking on Surface of High-Pile Wharf[J];China Harbour Engineering;2011-03
3 LIANG Wei-xiong(Guangdong Hangsheng Construction Group Co.,Ltd.,Guangzhou 511442,China);Formation Causes of Cracks in Piled Wharf Surface and Preventive Measures[J];Port & Waterway Engineering;2006-07
【Co-citations】
Chinese Journal Full-text Database 4 Hits
1 Yang Fan(Shandong Port Construction Co.,Ltd.,Shandong Rizhao 276826);The Control of the Crack on Surface Layer of the High-Pile Wharf in Construction[J];Science & Technology of Ports;2011-08
2 Wang Chengqi,Wang Dongdong(CCCC Shanghai Third Harbor Engineering Science and Technology Research Institute Co.,Ltd.,Shanghai 200032,China);Long-term Field Monitoring Test for Dock Facing Concrete of Yangshan Deepwater Port Phase-3 Project[J];Port Engineering Technology;2012-06
3 LIU Wei-shi;Concrete construction scheme of the fair-faced concrete model wall[J];Shanxi Architecture;2008-24
4 ZHANG Xiao-liang;Study on the reasons caused the concrete cracks and control[J];Shanxi Architecture;2010-04
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 FENG Li 1 ,GU Wei-jian 2(1.Department of Architectural Beijing Architectural and Civil Engineering Institute,Beijing100045,China;2.The4th Engineering Design and Research Academy General Staff,PLA Beijing100850,China);Architectural and structural technique used for crack control in overlong jointless structural design of high rise building[J];Journal of Harbin University of Civil Engineering and Architecture;2002-02
2 HE Dan HAN Lilin YOU Baokun QIU Zeyou;CRACK CONTROL OF SUPPER-LONG AND SUPPER-LARGE AREA HOLLOW CONCRETE FLOOR SLAB CAST-IN-SITU[J];Architecture Technology;2002-04
3 LI Dong~1,LIAN Zhi-wei~2(1.Dept.of Civil Eng., Shanghai Univ., Shanghai 200072, China;2.School of Mechanical Eng., Shanghai Jiaotong Univ., Shanghai 200030);Crack Control of Floor Plate of Reinforced Concrete During Design and Construction[J];Journal of Shanghai Jiaotong University;2005-05
4 ZHU Feng1, HU Jin-xiong2(1. Ningbo Port Construction and Development Cor., Ningbo 315800, China; 2. Fourth Company of CHEC-Shanghai Port Construction Corp., Ningbo 315200, China );Formation Causes of Cracks on Concrete Surface Layer of Wharf and the Preventive Measures[J];Port & Waterway Engineering;2003-06
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