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PAGE-0-1目录TOC\o"1-3"\h\z\uHYPERLINK\l"_Toc405390387"1编制依据及原则PAGEREF_Toc405390387\h-1-HYPERLINK\l"_Toc405390388"1.1编制依据PAGEREF_Toc405390388\h-1-HYPERLINK\l"_Toc405390389"1.2编制原则PAGEREF_Toc405390389\h-1-HYPERLINK\l"_Toc405390390"1.3编制范围PAGEREF_Toc405390390\h-1-HYPERLINK\l"_Toc405390391"2工程概况PAGEREF_Toc405390391\h-0-HYPERLINK\l"_Toc405390392"2.1工程概述PAGEREF_Toc405390392\h-0-HYPERLINK\l"_Toc405390393"2.2区间平面PAGEREF_Toc405390393\h-0-HYPERLINK\l"_Toc405390394"2.3区间纵剖面PAGEREF_Toc405390394\h-0-HYPERLINK\l"_Toc405390395"2.4地层情况PAGEREF_Toc405390395\h-1-HYPERLINK\l"_Toc405390396"3、工期策划PAGEREF_Toc405390396\h-2-HYPERLINK\l"_Toc405390397"4、右线穿越广深铁路主要技术参数及措施PAGEREF_Toc405390397\h-2-HYPERLINK\l"_Toc405390398"4.1主要技术参数PAGEREF_Toc405390398\h-2-HYPERLINK\l"_Toc405390399"4.2严格控制盾构掘进姿态PAGEREF_Toc405390399\h-3-HYPERLINK\l"_Toc405390400"4.3严格控制管片的拼装质量PAGEREF_Toc405390400\h-3-HYPERLINK\l"_Toc405390401"4.4同步注浆及二次补浆措施PAGEREF_Toc405390401\h-4-HYPERLINK\l"_Toc405390402"4.5盾构操作控制PAGEREF_Toc405390402\h-5-HYPERLINK\l"_Toc405390403"4.6临时异常停机措施PAGEREF_Toc405390403\h-5-HYPERLINK\l"_Toc405390404"4.7精心施工准备和管理PAGEREF_Toc405390404\h-6-HYPERLINK\l"_Toc405390405"5测量方案PAGEREF_Toc405390405\h-6-HYPERLINK\l"_Toc405390406"5.1地面测量PAGEREF_Toc405390406\h-6-HYPERLINK\l"_Toc405390407"5.2洞内测量PAGEREF_Toc405390407\h-7-HYPERLINK\l"_Toc405390408"5.2.1洞内观察及安全巡视PAGEREF_Toc405390408\h-7-HYPERLINK\l"_Toc405390409"5.2.2、管片衬砌变形监测PAGEREF_Toc405390409\h-7-HYPERLINK\l"_Toc405390410"6应急预案PAGEREF_Toc405390410\h-8-HYPERLINK\l"_Toc405390411"6.1指挥机构的设置和职责PAGEREF_Toc405390411\h-8-HYPERLINK\l"_Toc405390412"6.1.1指挥部应急救援组织机构人员构成PAGEREF_Toc405390412\h-9-HYPERLINK\l"_Toc405390413"6.1.2职责分工PAGEREF_Toc405390413\h-11-HYPERLINK\l"_Toc405390414"6.2事故预防体系PAGEREF_Toc405390414\h-14-HYPERLINK\l"_Toc405390415"6.3预测与预警机
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