某190m钢箱梁拱桥施工图设计审核报告(初步报告)二ＯＯ八年三月目录TOC\o"1-3"\h\z\uHYPERLINK\l"_Toc194891264"一、工程设计概况PAGEREF_Toc194891264\h1HYPERLINK\l"_Toc194891265"1.桥梁概况PAGEREF_Toc194891265\h1HYPERLINK\l"_Toc194891266"2.设计复核范围及内容PAGEREF_Toc194891266\h1HYPERLINK\l"_Toc194891267"3.设计的主要技术标准PAGEREF_Toc194891267\h1HYPERLINK\l"_Toc194891268"4.设计采用的规范PAGEREF_Toc194891268\h1HYPERLINK\l"_Toc194891269"5.设计采用的主要材料PAGEREF_Toc194891269\h2HYPERLINK\l"_Toc194891270"5.1.钢材PAGEREF_Toc194891270\h2HYPERLINK\l"_Toc194891271"5.2螺栓及焊接材料PAGEREF_Toc194891271\h2HYPERLINK\l"_Toc194891272"5.3吊索钢丝及锚具PAGEREF_Toc194891272\h3HYPERLINK\l"_Toc194891273"5.4混凝土PAGEREF_Toc194891273\h3HYPERLINK\l"_Toc194891274"5.5普通钢筋PAGEREF_Toc194891274\h3HYPERLINK\l"_Toc194891275"5.6支座PAGEREF_Toc194891275\h3HYPERLINK\l"_Toc194891276"5.7伸缩缝PAGEREF_Toc194891276\h3HYPERLINK\l"_Toc194891277"5.8桥面铺装材料PAGEREF_Toc194891277\h3HYPERLINK\l"_Toc194891278"6.设计要点PAGEREF_Toc194891278\h4HYPERLINK\l"_Toc194891279"7.施工方法PAGEREF_Toc194891279\h4HYPERLINK\l"_Toc194891280"二、复核审查依据PAGEREF_Toc194891280\h5HYPERLINK\l"_Toc194891281"1.采用的规范PAGEREF_Toc194891281\h5HYPERLINK\l"_Toc194891282"2.基本资料PAGEREF_Toc194891282\h5HYPERLINK\l"_Toc194891283"3.复核参数PAGEREF_Toc194891283\h5HYPERLINK\l"_Toc194891284"3.1.材料：PAGEREF_Toc194891284\h5HYPERLINK\l"_Toc194891285"3.2.主要技术参数的选取PAGEREF_Toc194891285\h6HYPERLINK\l"_Toc194891286"3.3.荷载PAGEREF_Toc194891286\h7HYPERLINK\l"_Toc194891287"3.4.自然条件PAGEREF_Toc194891287\h7HYPERLINK\l"_Toc194891288"三、复核审查内容及结果PAGEREF_Toc194891288\h8HYPERLINK\l"_Toc194891289"1.上部结构验算PAGEREF_Toc194891289\h8HYPERLINK\l"_Toc194891290"1.1.计算模型PAGEREF_Toc194891290\h8HYPERLINK\l"_Toc194891291"1.2计算荷载和主要参数PAGEREF_Toc194891291\h10HYPERLINK\l"_Toc194891292"2有拱肋成桥阶段计算PAGEREF_Toc194891292\h11HYPERLINK\l"_Toc194891293"2.1.使用阶段桥梁应力验算PAG