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某储煤场51m跨度钢栈桥方案优选
引用本文:傅庆旺,张振宇,秦伟.某储煤场51m跨度钢栈桥方案优选[J].工业建筑,2014(Z1):410-412.
作者姓名:傅庆旺  张振宇  秦伟
作者单位:中煤西安设计工程有限责任公司
摘    要:结合51m跨度钢栈桥的结构设计,对其结构形式、杆件截面选择及水平支撑布置等内容进行方案比对,并寻求到最优的结构方案。同时也分析了大跨度栈桥设计中的注意事项,供类似工程借鉴。

关 键 词:51m跨度  钢栈桥  水平支撑  优化设计

OPTIMIZATION OF SCHEMES OF 51 METERS SPAN STEEL TRESTLE FOR A COAL-STORING YARD
Fu Qingwang;Zhang Zhenyu;Qin Wei.OPTIMIZATION OF SCHEMES OF 51 METERS SPAN STEEL TRESTLE FOR A COAL-STORING YARD[J].Industrial Construction,2014(Z1):410-412.
Authors:Fu Qingwang;Zhang Zhenyu;Qin Wei
Affiliation:Fu Qingwang;Zhang Zhenyu;Qin Wei;China Coal Xi’an Design Engineering Co.,Ltd;
Abstract:It was compared that the schemes of the structural form,section choice of members,and layout of horizontal braces of a 51 m span steel trestle by combining with its structural design,with which the optimal scheme was got. At the same time,it was also analyzed the matters needing attention in the design of long-span trestles,which provided a reference for similar projects.
Keywords:51 m span  steel trestle  horitontal brace  optimized design
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