杭州湾大桥工程预应力混凝土箱梁施工技术规程 杭州湾大桥工程指挥部 目 录üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3预应力混凝土箱梁预制及架设技术规程üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.1 范围üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.2 一般要求üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.3 混凝土材料üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.4 钢筋üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.5 预应力筋üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.6 预应力筋管道üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.7 模板üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.8 混凝土保护层üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.9 混凝土浇筑üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.10 预应力筋的制作和安装üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.11 预应力张拉üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.12 孔道压浆üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.13 简支梁封端混凝土üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.14 预制箱梁质量标准üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.15 箱梁的吊运（滑移）及存放üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.16整孔预制箱梁的试制和试验üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.17 预制箱梁的运输üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.18 箱梁的架设üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.19 箱梁支座安装üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.3.20 先简支后连续箱梁墩顶结合部的施工üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4 预应力混凝土箱梁节段预制及拼装技术规程üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.1 范围üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.2 一般要求üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.3 混凝土、钢筋、预应力筋材料üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.4 预应力管道üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.5 模板üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.6 混凝土浇筑üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.7 横向预应力üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.8 节段箱梁的质量标准büqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.9 节段箱梁的拼装üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.10 拼装接缝处理üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.11 湿接缝混凝土üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.12 体外束üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.4.13 节段箱梁安装的质量标准üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5预应力混凝土箱梁移动模架法施工技术规程üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.1 范围üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.2 一般要求üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.3 移动模架üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.4 模板üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.5 制梁üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.6 支座安装üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.7 混凝土浇筑üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.8 预应力张拉üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.9 孔道压浆üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.10 模架移动üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.11 施工缝处理üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.5.12 移动模架制梁的质量标准üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6预应力混凝土箱梁支架法施工技术规程üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.1 范围üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.2 一般要求üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.3 支架üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.4 模板üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.5 制梁üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.6 混凝土保护层üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.7 支座安装üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.8 混凝土浇筑üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.9 拆模üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.10 预应力张拉üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.11 孔道压浆üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.12 支架卸载üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
1.2.6.13 支架法制梁的质量标准üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
详细内容见附件üqÐ ;3xqbbs.3c3t.comQU[ÖÌ
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