高性能预应力混凝土空心板桥整桥受力分析与试验研究  

Experimental Study on Full Bridge Composed with High-Performance Prestressed Concrete Hollow Slabs

作　　者：李长永[1] 赵顺波[1] 张习贤 胡增团 

机构地区：[1]华北水利水电学院土木工程系,郑州450011 [2]焦作市公路管理局,焦作454152

出　　处：《交通科技》2004年第6期4-7,共4页Transportation Science & Technology

摘　　要：分析跨度 2 0 m、宽度 1 .2 m、双拱门式新型断面预应力混凝土空心板桥采用 C80高强混凝土和 1 860级高强低松弛预应力钢绞线其整桥静载和动载试验情况。结果表明 ,试验桥在静载作用下的控制截面混凝土应力和跨中挠度。The experimental study on full bridge composed with high-performance prestressed concrete hollow slabs has been carried out. These slabs are made of C80 concrete and high-strength Grade 270 strand, with width of 1.2 m and a new type of section. The slow test is carried out to measure the concrete stress of design control section and the bridge deflection. The dynamic test is to measure the dynamic properties of full bridge. It is conformed that the test results are good agreement with the theoretical analysis.

关 键 词：板桥 预应力混凝土空心板 动载试验 试验桥 动力系数 低松弛预应力钢绞线 静载 C80高强混凝土 土应力 挠度 

分 类 号：U448[建筑科学—桥梁与隧道工程] TU528[交通运输工程—道路与铁道工程]