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预应力混凝土T型梁(边梁)侧弯的控制措施
引用本文:王剑锋,赵玉国,王娜. 预应力混凝土T型梁(边梁)侧弯的控制措施[J]. 山西建筑, 2011, 37(16): 111-112
作者姓名:王剑锋  赵玉国  王娜
作者单位:1. 吉林省交通建设集团有限公司,吉林长春,130000
2. 吉林省高等级公路建设局,吉林长春,130216
3. 吉林省梨树县艺达建设工程咨询有限责任公司,吉林梨树,136500
摘    要:结合具体工程实践,分析了预应力混凝土T型梁侧弯的原因,介绍了T梁侧弯的控制措施,指出应从波纹管的定位、锚垫板定位、预应力筋伸长值的控制等方面入手进行预应力梁的侧弯控制,经实践证明,梁体侧弯现象明显改观。

关 键 词:T型梁  侧弯  波纹管  锚垫板

Control measures of prestressed concrete T-shaped beam(side beam) side bending
WANG Jian-feng,ZHAO Yu-guo,WANG Na. Control measures of prestressed concrete T-shaped beam(side beam) side bending[J]. Shanxi Architecture, 2011, 37(16): 111-112
Authors:WANG Jian-feng  ZHAO Yu-guo  WANG Na
Affiliation:WANG Jian-feng ZHAO Yu-guo WANG Na
Abstract:Based on engineering case,it analyzes causes of prestressed concrete T-shaped beam side bending,introduces the control measures of T-shaped beam side bending,and points out some side bending control measures of prestressed beam from aspects of bellows locating,anchor padding plates locating,and prestressed reinforce strengthening value and so on.Practice proves that side bending of beam body has obviously changed a lot.
Keywords:T-shaped beam  side bending  bellows  anchor padding plates  
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