摘要
针对高寒地区小桥涵桥台破坏的原因 ,提出了设计调整措施 ,如加大桥台截面尺寸 ,增加支撑梁的截面尺寸 。
Against to destroyed causes of abutment of small bridges and culverts in cold zone,this paper presents some modified measures for design,such as enlarging section sizes of abutment and supported beams,changing cantilever type to direct supporting type for abutment ends.
出处
《黑龙江交通科技》
2001年第4期45-46,共2页
Communications Science and Technology Heilongjiang
关键词
桥台构造
设计调整
abutment construction
design modifying