曹家沟大桥梁场施工方案.doc

TOC\o"1-3”\h\z\uHYPERLINK\l"_Toc304309247"1.工程概况PAGEREF_Toc304309247\h4
HYPERLINK\l"_Toc304309248”2.梁场规划PAGEREF_Toc304309248\h5
HYPERLINK\l"_Toc304309249”2。1。工期计划PAGEREF_Toc304309249\h5
HYPERLINK\l"_Toc304309250"2。2。梁场规模PAGEREF_Toc304309250\h5
HYPERLINK\l"_Toc304309251"2.2。1.工艺流程PAGEREF_Toc304309251\h5
HYPERLINK\l”_Toc304309252”2.2.2.制梁台座数量PAGEREF_Toc304309252\h6
HYPERLINK\l"_Toc304309253”2.2。3.存梁台座数量PAGEREF_Toc304309253\h6
HYPERLINK\l”_Toc304309254"2.2.4.模板设计PAGEREF_Toc304309254\h6
HYPERLINK\l"_Toc304309255”2.2。5.龙门吊选择PAGEREF_Toc304309255\h7
HYPERLINK\l"_Toc304309256”2.3。场区规划PAGEREF_Toc304309256\h9
HYPERLINK\l"_Toc304309257"2。3.1.梁场选址PAGEREF_Toc304309257\h9
HYPERLINK\l"_Toc304309258"2.3.2.场区布置PAGEREF_Toc304309258\h9
HYPERLINK\l”_Toc304309259"2.3.3.拌合站产能核算PAGEREF_Toc304309259\h14
HYPERLINK\l"_Toc304309260”3。主要临建设施PAGEREF_Toc304309260\h14
HYPERLINK\l"_Toc304309261”3.1。制梁台座PAGEREF_Toc304309261\h14
HYPERLINK\l”_Toc304309262”3。2.存梁台座PAGEREF_Toc304309262\h17
HYPERLINK\l”_Toc304309263”3.3。龙门吊基础PAGEREF_Toc304309263\h18
HYPERLINK\l"_Toc304309264”3.4。龙门吊钢轨与龙门吊基础的连接PAGEREF_Toc304309264\h18
HYPERLINK\l"_Toc304309265”3.5。龙门吊钢轨的选用PAGEREF_Toc304309265\h19
HYPERLINK\l”_Toc304309266”3。6。进场道路及场地硬化PAGEREF_Toc304309266\h20
HYPERLINK\l"_Toc304309266"3。7.主要临建工程材料数量PAGEREF_Toc304309266\h20
HYPERLINK\l"_Toc304309267"4.施工方法与工艺PAGEREF_Toc304309267\h21
HYPERLINK\l”_Toc304309268"4.1。钢筋施工PAGEREF_Toc304309268\h21
HYPERLINK\l"_Toc304309269"4。1。1。钢筋制作PAGEREF_Toc304309269\h21
HYPERLINK\l"_Toc304309270"4。1。2。钢筋绑扎PAGEREF_Toc304309270\h21
HYPERLINK\l"_Toc304309271”4.2。模板安装PAGEREF_Toc304309271\h23
HYPERLINK\l"_Toc304309272”4.3.混凝土施工PAGEREF_Toc304309272\h23
HYPERLINK\l”_Toc304309273”4。4。混凝土养护PAGEREF_Toc304309273\h25
HYPERLINK\l"_Toc304309274"4。5.拆模PAGEREF_Toc304309274\h25
HYPERLINK\l"_Toc304309275”4。6。预应力施工PAGEREF_Toc30430927