高岭实施性施工组织设计(改)1215(四个分部修改后汇总)

1、.PAGE ：.；PAGE 251目 录 TOC o 1-4 h z u HYPERLINK l _Toc122359868 1 编制阐明 PAGEREF _Toc122359868 h 1 HYPERLINK l _Toc122359869 1.1 编制根据 PAGEREF _Toc122359869 h 1 HYPERLINK l _Toc122359870 1.2 编制范围 PAGEREF _Toc122359870 h 1 HYPERLINK l _Toc122359871 1.3 编制原那么 PAGEREF _Toc122359871 h 1 HYPERLINK l _Toc1223

2、59872 1.3.1平安第一、预防为主的原那么 PAGEREF _Toc122359872 h 1 HYPERLINK l _Toc122359873 1.3.2百年大计，质量第一的原那么 PAGEREF _Toc122359873 h 1 HYPERLINK l _Toc122359874 1.3.3确保工期的原侧 PAGEREF _Toc122359874 h 2 HYPERLINK l _Toc122359875 1.3.4方案合理的原那么 PAGEREF _Toc122359875 h 2 HYPERLINK l _Toc122359876 1.3.5合理规划的原侧 PAGEREF

3、_Toc122359876 h 2 HYPERLINK l _Toc122359877 1.3.6合理配置资源的原那么 PAGEREF _Toc122359877 h 2 HYPERLINK l _Toc122359878 1.3.7遵守法律法规的原那么 PAGEREF _Toc122359878 h 2 HYPERLINK l _Toc122359879 2 工程概略及主要工程数量 PAGEREF _Toc122359879 h 2 HYPERLINK l _Toc122359880 2.1 工程概略 PAGEREF _Toc122359880 h 2 HYPERLINK l _Toc122

4、359881 2.1.1工程范围 PAGEREF _Toc122359881 h 2 HYPERLINK l _Toc122359882 2.1.2主要技术规范 PAGEREF _Toc122359882 h 3 HYPERLINK l _Toc122359883 2.1.3设计根本情况 PAGEREF _Toc122359883 h 3 HYPERLINK l _Toc122359885 2.1.3.2 高岭隧道 PAGEREF _Toc122359885 h 3 HYPERLINK l _Toc122359886 2.1.4 工程地质及水文地质 PAGEREF _Toc122359886

5、h 4 HYPERLINK l _Toc122359888 2.1.4.2高岭隧道 PAGEREF _Toc122359888 h 5 HYPERLINK l _Toc122359889 2.2 主要工程数量 PAGEREF _Toc122359889 h 6 HYPERLINK l _Toc122359890 3 施工组织机构及队伍安排 PAGEREF _Toc122359890 h 6 HYPERLINK l _Toc122359891 3.1 组织机构 PAGEREF _Toc122359891 h 6 HYPERLINK l _Toc122359892 3.2队伍安排 PAGEREF

6、_Toc122359892 h 8 HYPERLINK l _Toc122359893 3.2.1劳动力部署及义务划分 PAGEREF _Toc122359893 h 8 HYPERLINK l _Toc122359894 3.2.2逐月劳动力方案 PAGEREF _Toc122359894 h 9 HYPERLINK l _Toc122359895 4 施工总体平面布置及阐明 PAGEREF _Toc122359895 h 11 HYPERLINK l _Toc122359896 4.1施工场地平面布置 PAGEREF _Toc122359896 h 11 HYPERLINK l _Toc1

7、22359897 4.2 施工用电 PAGEREF _Toc122359897 h 17 HYPERLINK l _Toc122359900 4.2.3高岭隧道进口施工用电 PAGEREF _Toc122359900 h 20 HYPERLINK l _Toc122359901 4.2.4高岭隧道出口施工用电 PAGEREF _Toc122359901 h 20 HYPERLINK l _Toc122359902 4.3 施工用水 PAGEREF _Toc122359902 h 21 HYPERLINK l _Toc122359903 4.3.1需水量计算 PAGEREF _Toc122359

8、903 h 21 HYPERLINK l _Toc122359904 4.3.2水池位置至配水点的高差H的计算 PAGEREF _Toc122359904 h 22 HYPERLINK l _Toc122359905 4.4 施工用风 PAGEREF _Toc122359905 h 23 HYPERLINK l _Toc122359906 4.4.1高压供风 PAGEREF _Toc122359906 h 23 HYPERLINK l _Toc122359907 4.4.2施工通风系统规划 PAGEREF _Toc122359907 h 23 HYPERLINK l _Toc122359908

9、 4.5 施工便道 PAGEREF _Toc122359908 h 25 HYPERLINK l _Toc122359909 4.6 施工通讯 PAGEREF _Toc122359909 h 26 HYPERLINK l _Toc122359910 4.7 砼消费系统及辅助消费系统 PAGEREF _Toc122359910 h 26 HYPERLINK l _Toc122359911 4.7.1砼拌和站 PAGEREF _Toc122359911 h 26 HYPERLINK l _Toc122359912 4.7.2火工品库房 PAGEREF _Toc122359912 h 26 HYPE

10、RLINK l _Toc122359913 4.7.3砼构件预制场 PAGEREF _Toc122359913 h 26 HYPERLINK l _Toc122359914 4.7.4污水和渣滓处置 PAGEREF _Toc122359914 h 26 HYPERLINK l _Toc122359915 4.7.5发电机房及机修房 PAGEREF _Toc122359915 h 27 HYPERLINK l _Toc122359916 4.7.6生活、消费及办公用房 PAGEREF _Toc122359916 h 27 HYPERLINK l _Toc122359917 4.8 弃碴场 PAG

11、EREF _Toc122359917 h 27 HYPERLINK l _Toc122359918 4.9 主要暂时工程数量 PAGEREF _Toc122359918 h 28 HYPERLINK l _Toc122359919 5 施工总体方案 PAGEREF _Toc122359919 h 28 HYPERLINK l _Toc122359920 5.1 施工方案总述 PAGEREF _Toc122359920 h 28 HYPERLINK l _Toc122359921 5.2 过渡方案设计 PAGEREF _Toc122359921 h 34 HYPERLINK l _Toc1223

12、59922 5.2.1消费设备全部构成前的过渡方案 PAGEREF _Toc122359922 h 34 HYPERLINK l _Toc122359923 5.2.2牛岭出口经过横洞向正洞掘进的过渡 PAGEREF _Toc122359923 h 34 HYPERLINK l _Toc122359924 5.2.3各种开挖方法之间的转换 PAGEREF _Toc122359924 h 34 HYPERLINK l _Toc122359925 5.3 施工测试 PAGEREF _Toc122359925 h 35 HYPERLINK l _Toc122359926 5.3.1隧道丈量 PAGE

13、REF _Toc122359926 h 35 HYPERLINK l _Toc122359927 5.3.2隧道监控量测 PAGEREF _Toc122359927 h 35 HYPERLINK l _Toc122359928 5.3.3施工实验 PAGEREF _Toc122359928 h 35 HYPERLINK l _Toc122359929 5.4 施工程序 PAGEREF _Toc122359929 h 36 HYPERLINK l _Toc122359930 5.4.1征地拆迁及场地清理 PAGEREF _Toc122359930 h 36 HYPERLINK l _Toc122

14、359931 5.4.2丈量放线及现场复核丈量 PAGEREF _Toc122359931 h 36 HYPERLINK l _Toc122359932 5.4.3开工报告 PAGEREF _Toc122359932 h 36 HYPERLINK l _Toc122359933 5.4.4工程实施、施工自检及报检签证 PAGEREF _Toc122359933 h 36 HYPERLINK l _Toc122359934 5.4.5实验检测 PAGEREF _Toc122359934 h 37 HYPERLINK l _Toc122359935 5.4.6工程验收 PAGEREF _Toc12

15、2359935 h 37 HYPERLINK l _Toc122359936 5.4.7土地复垦 PAGEREF _Toc122359936 h 37 HYPERLINK l _Toc122359937 5.4.8工程保修 PAGEREF _Toc122359937 h 37 HYPERLINK l _Toc122359938 6 施工方法、关键技术、工艺要点、工艺要求 PAGEREF _Toc122359938 h 38 HYPERLINK l _Toc122359939 6.1 洞口工程 PAGEREF _Toc122359939 h 38 HYPERLINK l _Toc12235994

16、0 6.1.1隧道洞口土石方施工方法 PAGEREF _Toc122359940 h 38 HYPERLINK l _Toc122359941 6.1.2洞口排水 PAGEREF _Toc122359941 h 39 HYPERLINK l _Toc122359942 6.1.3仰坡坡面防护 PAGEREF _Toc122359942 h 40 HYPERLINK l _Toc122359943 6.1.4明洞工程 PAGEREF _Toc122359943 h 40 HYPERLINK l _Toc122359944 6.1.4.1明洞基底开挖 PAGEREF _Toc122359944 h

17、 40 HYPERLINK l _Toc122359945 6.1.4.2明洞基底注浆加固处置 PAGEREF _Toc122359945 h 40 HYPERLINK l _Toc122359946 6.1.4.3砼仰拱及填充施作 PAGEREF _Toc122359946 h 41 HYPERLINK l _Toc122359947 6.1.4.4明洞段二次衬砌施作 PAGEREF _Toc122359947 h 41 HYPERLINK l _Toc122359948 6.1.4.5明洞防水层及回填施工 PAGEREF _Toc122359948 h 41 HYPERLINK l _To

18、c122359949 6.1.5洞门构造及附属工程 PAGEREF _Toc122359949 h 41 HYPERLINK l _Toc122359950 6.2 横洞工程 PAGEREF _Toc122359950 h 42 HYPERLINK l _Toc122359951 6.2.1设计根本情况 PAGEREF _Toc122359951 h 43 HYPERLINK l _Toc122359952 6.2.2横洞施工 PAGEREF _Toc122359952 h 43 HYPERLINK l _Toc122359953 6.2.3横洞向正洞掘进的过渡 PAGEREF _Toc122

19、359953 h 43 HYPERLINK l _Toc122359954 6.3 进洞方案 PAGEREF _Toc122359954 h 44 HYPERLINK l _Toc122359955 6.3.1隧道进洞施工方法、工艺 PAGEREF _Toc122359955 h 44 HYPERLINK l _Toc122359956 6.3.1.1管棚施工方法 PAGEREF _Toc122359956 h 44 HYPERLINK l _Toc122359957 6.3.2进洞段开挖与支护 PAGEREF _Toc122359957 h 48 HYPERLINK l _Toc122359

20、958 6.4 洞身开挖施工方法及作业程序 PAGEREF _Toc122359958 h 48 HYPERLINK l _Toc122359959 6.4.1台阶法施工 PAGEREF _Toc122359959 h 49 HYPERLINK l _Toc122359960 6.4.1.1爆破 PAGEREF _Toc122359960 h 50 HYPERLINK l _Toc122359961 6.4.2 CD法施工 PAGEREF _Toc122359961 h 56 HYPERLINK l _Toc122359962 6.4.2.1施工步骤 PAGEREF _Toc122359962

21、 h 61 HYPERLINK l _Toc122359963 6.4.2.2施工本卷须知 PAGEREF _Toc122359963 h 62 HYPERLINK l _Toc122359964 6.4.3 、级围岩CRD法施工 PAGEREF _Toc122359964 h 62 HYPERLINK l _Toc122359965 6.4.3.1施工原理 PAGEREF _Toc122359965 h 62 HYPERLINK l _Toc122359966 6.4.3.2施工步骤 PAGEREF _Toc122359966 h 63 HYPERLINK l _Toc122359967 6

22、.4.3.3施工要点概述 PAGEREF _Toc122359967 h 63 HYPERLINK l _Toc122359968 6.4.3.4施工本卷须知 PAGEREF _Toc122359968 h 64 HYPERLINK l _Toc122359969 6.4.4双侧壁导坑法 PAGEREF _Toc122359969 h 66 HYPERLINK l _Toc122359970 6.4.4.1施工要点概述 PAGEREF _Toc122359970 h 69 HYPERLINK l _Toc122359971 6.4.4.2施工本卷须知 PAGEREF _Toc122359971

23、 h 69 HYPERLINK l _Toc122359972 6.4.5开挖方法间的转换 PAGEREF _Toc122359972 h 69 HYPERLINK l _Toc122359973 6.4.5.1 级围台阶级围岩CD法或CRD法级双侧壁导坑开挖 PAGEREF _Toc122359973 h 69 HYPERLINK l _Toc122359974 6.4.5.2 级双侧壁导坑开挖级围岩CD法或CRD法级围台阶 PAGEREF _Toc122359974 h 71 HYPERLINK l _Toc122359975 6.4.6开挖检验批质量控制 PAGEREF _Toc1223

24、59975 h 73 HYPERLINK l _Toc122359976 6.5 出碴运输 PAGEREF _Toc122359976 h 73 HYPERLINK l _Toc122359977 6.6 超前支护 PAGEREF _Toc122359977 h 74 HYPERLINK l _Toc122359978 6.6.1大管棚支护 PAGEREF _Toc122359978 h 74 HYPERLINK l _Toc122359979 6.6.2超前小导管支护 PAGEREF _Toc122359979 h 74 HYPERLINK l _Toc122359980 6.6.2.1布孔

25、 PAGEREF _Toc122359980 h 75 HYPERLINK l _Toc122359981 6.6.2.2钻眼、装管 PAGEREF _Toc122359981 h 75 HYPERLINK l _Toc122359982 6.6.2.3注浆预备 PAGEREF _Toc122359982 h 75 HYPERLINK l _Toc122359983 6.6.2.4压注浆液 PAGEREF _Toc122359983 h 75 HYPERLINK l _Toc122359984 6.6.3超前锚杆支护 PAGEREF _Toc122359984 h 75 HYPERLINK l

26、 _Toc122359985 6.7 隧道支护 PAGEREF _Toc122359985 h 76 HYPERLINK l _Toc122359986 6.7.1锚杆施工 PAGEREF _Toc122359986 h 76 HYPERLINK l _Toc122359987 6.7.1.1 中空注浆锚杆 PAGEREF _Toc122359987 h 76 HYPERLINK l _Toc122359988 6.7.1.2砂浆锚杆 PAGEREF _Toc122359988 h 77 HYPERLINK l _Toc122359989 6.7.1.3自进式锚杆 PAGEREF _Toc12

27、2359989 h 77 HYPERLINK l _Toc122359990 6.7.2钢筋网的挂设 PAGEREF _Toc122359990 h 78 HYPERLINK l _Toc122359991 6.7.3格栅钢架制造与安装 PAGEREF _Toc122359991 h 78 HYPERLINK l _Toc122359992 6.7.4放射砼聚丙烯纤维砼施工工艺及施工方法 PAGEREF _Toc122359992 h 79 HYPERLINK l _Toc122359993 6.7.4.1放射砼施工工艺流程 PAGEREF _Toc122359993 h 79 HYPERLI

28、NK l _Toc122359994 6.7.4.2放射砼施工方法 PAGEREF _Toc122359994 h 80 HYPERLINK l _Toc122359995 6.7.5隧道初期支护检验批质量控制及检验程序 PAGEREF _Toc122359995 h 81 HYPERLINK l _Toc122359996 6.7.5.1锚杆检验批质量控制 PAGEREF _Toc122359996 h 81 HYPERLINK l _Toc122359997 6.7.5.2钢筋网检验批质量控制 PAGEREF _Toc122359997 h 82 HYPERLINK l _Toc12235

29、9998 6.7.5.3钢架检验批质量控制 PAGEREF _Toc122359998 h 82 HYPERLINK l _Toc122359999 6.7.5.4放射混凝土检验批质量控制 PAGEREF _Toc122359999 h 83 HYPERLINK l _Toc122360000 6.8 二次衬砌 PAGEREF _Toc122360000 h 85 HYPERLINK l _Toc122360001 6.8.1仰拱及填充 PAGEREF _Toc122360001 h 86 HYPERLINK l _Toc122360002 6.8.2衬砌施工 PAGEREF _Toc1223

30、60002 h 87 HYPERLINK l _Toc122360003 6.8.2.1衬砌施工工艺 PAGEREF _Toc122360003 h 87 HYPERLINK l _Toc122360004 6.8.2.2衬砌施工方法 PAGEREF _Toc122360004 h 88 HYPERLINK l _Toc122360005 6.8.3高性能砼实现的选配及施工控制 PAGEREF _Toc122360005 h 92 HYPERLINK l _Toc122360006 6.8.4二衬施工质量检验批主要控制要求 PAGEREF _Toc122360006 h 93 HYPERLIN

31、K l _Toc122360007 6.8.5拱部回填注浆施工方法及工艺 PAGEREF _Toc122360007 h 97 HYPERLINK l _Toc122360008 6.8.6防水施工 PAGEREF _Toc122360008 h 98 HYPERLINK l _Toc122360009 6.8.6.1防排水水设计 PAGEREF _Toc122360009 h 98 HYPERLINK l _Toc122360010 6.8.6.2隧道防排水施工工艺流程 PAGEREF _Toc122360010 h 98 HYPERLINK l _Toc122360011 6.8.6.3

32、防水板铺设 PAGEREF _Toc122360011 h 99 HYPERLINK l _Toc122360012 6.8.6.4施工缝界面防水施工工艺 PAGEREF _Toc122360012 h 104 HYPERLINK l _Toc122360013 6.8.6.5双组份聚硫密封膏嵌 PAGEREF _Toc122360013 h 108 HYPERLINK l _Toc122360014 6.8.6.6 纵、环向盲管、泄水管、泄水槽、横导游水管施工 PAGEREF _Toc122360014 h 108 HYPERLINK l _Toc122360015 6.8.6.7双侧水沟和

33、中心水沟施工 PAGEREF _Toc122360015 h 110 HYPERLINK l _Toc122360016 6.8.8 附属设备 PAGEREF _Toc122360016 h 110 HYPERLINK l _Toc122360017 6.8.9砼冬季施工措施 PAGEREF _Toc122360017 h 110 HYPERLINK l _Toc122360018 6.9 施工通风 PAGEREF _Toc122360018 h 111 HYPERLINK l _Toc122360019 6.9.1通风方式 PAGEREF _Toc122360019 h 111 HYPERL

34、INK l _Toc122360020 6.9.2通风设备选择 PAGEREF _Toc122360020 h 112 HYPERLINK l _Toc122360021 6.9.2.1通风区段长度 PAGEREF _Toc122360021 h 112 HYPERLINK l _Toc122360022 6.9.2.2通风设计的共用参数 PAGEREF _Toc122360022 h 112 HYPERLINK l _Toc122360023 6.9.3保证通风效果及节能措施 PAGEREF _Toc122360023 h 115 HYPERLINK l _Toc122360024 6.10

35、施工排水、排污 PAGEREF _Toc122360024 h 115 HYPERLINK l _Toc122360025 6.10.1 洞外生活、施工排水、排污 PAGEREF _Toc122360025 h 115 HYPERLINK l _Toc122360026 6.10.2洞内施工排水、排污 PAGEREF _Toc122360026 h 116 HYPERLINK l _Toc122360027 6.10.2.1涌水量计算 PAGEREF _Toc122360027 h 116 HYPERLINK l _Toc122360028 6.10.2.2泵站级数确实定 PAGEREF _T

36、oc122360028 h 116 HYPERLINK l _Toc122360029 6.10.2.3抽水机数量 PAGEREF _Toc122360029 h 117 HYPERLINK l _Toc122360030 6.10.2.4抽排水设备配置 PAGEREF _Toc122360030 h 117 HYPERLINK l _Toc122360031 6.10.2.5排水管路布置 PAGEREF _Toc122360031 h 117 HYPERLINK l _Toc122360032 6.10.2.6反坡排水施工措施及平安本卷须知 PAGEREF _Toc122360032 h 1

37、18 HYPERLINK l _Toc122360033 6.11 特殊地段和不良地质地段的施工预案 PAGEREF _Toc122360033 h 118 HYPERLINK l _Toc122360034 6.11.1施工预案组织机构及职责 PAGEREF _Toc122360034 h 118 HYPERLINK l _Toc122360035 6.11.1.1各部门职责 PAGEREF _Toc122360035 h 119 HYPERLINK l _Toc122360036 6.11.1.1施工预案的实施程序 PAGEREF _Toc122360036 h 120 HYPERLINK

38、 l _Toc122360037 6.11.2岩爆地段的预测及施工预案 PAGEREF _Toc122360037 h 121 HYPERLINK l _Toc122360038 6.11.2.2处置措施 PAGEREF _Toc122360038 h 122 HYPERLINK l _Toc122360039 6.11.2.3岩爆地段施工要求 PAGEREF _Toc122360039 h 123 HYPERLINK l _Toc122360040 6.11.3软土及岩堆施工预案 PAGEREF _Toc122360040 h 124 HYPERLINK l _Toc122360041 6.

39、11.4大变形地段施工预案 PAGEREF _Toc122360041 h 124 HYPERLINK l _Toc122360042 6.11.4.1能够产生大变形地段 PAGEREF _Toc122360042 h 124 HYPERLINK l _Toc122360043 6.11.4.2隧道产生大变形的缘由及变形景象 PAGEREF _Toc122360043 h 124 HYPERLINK l _Toc122360044 6.11.5隧道突水施工预案 PAGEREF _Toc122360044 h 130 HYPERLINK l _Toc122360045 6.11.5.1超前预告

40、PAGEREF _Toc122360045 h 130 HYPERLINK l _Toc122360046 6.11.5.2突水施工预案 PAGEREF _Toc122360046 h 131 HYPERLINK l _Toc122360047 6.11.6突泥施工预案 PAGEREF _Toc122360047 h 143 HYPERLINK l _Toc122360048 6.11.6.1超前地质预告 PAGEREF _Toc122360048 h 143 HYPERLINK l _Toc122360049 6.11.6.2地表及洞内监控 PAGEREF _Toc122360049 h 1

41、44 HYPERLINK l _Toc122360050 6.11.6.3突泥施工方案 PAGEREF _Toc122360050 h 144 HYPERLINK l _Toc122360051 6.11.7 隧道防放射性施工预案 PAGEREF _Toc122360051 h 147 HYPERLINK l _Toc122360052 6.11.7.1加强对放射性的监测 PAGEREF _Toc122360052 h 147 HYPERLINK l _Toc122360053 6.11.4 地下水对砼侵蚀性的评价 PAGEREF _Toc122360053 h 147 HYPERLINK l

42、 _Toc122360054 6.11.4.1水质检验 PAGEREF _Toc122360054 h 148 HYPERLINK l _Toc122360055 6.11.4.2地下水对砼配合比的要求 PAGEREF _Toc122360055 h 148 HYPERLINK l _Toc122360056 6.12 施工丈量 PAGEREF _Toc122360056 h 150 HYPERLINK l _Toc122360057 6.12.1丈量安排 PAGEREF _Toc122360057 h 150 HYPERLINK l _Toc122360058 6.12.2 丈量根据 PAG

43、EREF _Toc122360058 h 150 HYPERLINK l _Toc122360059 6.12.3洞外平面GPS控制丈量 PAGEREF _Toc122360059 h 151 HYPERLINK l _Toc122360060 6.12.3.1选点布网 PAGEREF _Toc122360060 h 151 HYPERLINK l _Toc122360061 6.12.3.2外业数据采集 PAGEREF _Toc122360061 h 151 HYPERLINK l _Toc122360062 6.12.3.2平差处置 PAGEREF _Toc122360062 h 151

44、HYPERLINK l _Toc122360063 6.12.3.3洞外平面控制质量检查 PAGEREF _Toc122360063 h 152 HYPERLINK l _Toc122360064 6.12.3.4洞外高程控制丈量 PAGEREF _Toc122360064 h 153 HYPERLINK l _Toc122360065 6.12.3洞内控制丈量及施工丈量 PAGEREF _Toc122360065 h 153 HYPERLINK l _Toc122360066 6.12.3.1进洞方向控制 PAGEREF _Toc122360066 h 153 HYPERLINK l _To

45、c122360067 6.12.3.2洞内中线丈量 PAGEREF _Toc122360067 h 153 HYPERLINK l _Toc122360068 6.12.3.3洞内平面控制丈量 PAGEREF _Toc122360068 h 154 HYPERLINK l _Toc122360069 6.12.3.4洞内高程控制丈量 PAGEREF _Toc122360069 h 154 HYPERLINK l _Toc122360070 6.12.3.5断面丈量 PAGEREF _Toc122360070 h 154 HYPERLINK l _Toc122360071 6.12.3.6贯穿开

46、工丈量 PAGEREF _Toc122360071 h 154 HYPERLINK l _Toc122360072 6.12.4 丈量保证措施 PAGEREF _Toc122360072 h 155 HYPERLINK l _Toc122360073 6.13 监控量测 PAGEREF _Toc122360073 h 156 HYPERLINK l _Toc122360074 6.13.1隧道洞内、外察看 PAGEREF _Toc122360074 h 157 HYPERLINK l _Toc122360075 6.13.2 隧道围岩及二衬变形量测 PAGEREF _Toc122360075

47、h 157 HYPERLINK l _Toc122360076 6.13.2.1现场量测要求 PAGEREF _Toc122360076 h 157 HYPERLINK l _Toc122360077 6.13.2.2量测断面间距、测点布置 PAGEREF _Toc122360077 h 158 HYPERLINK l _Toc122360078 6.13.2.3量测频率 PAGEREF _Toc122360078 h 158 HYPERLINK l _Toc122360079 6.13.2.4施工监测 PAGEREF _Toc122360079 h 159 HYPERLINK l _Toc1

48、22360080 6.13.3沉降缝两侧及洞口段与路基过渡段量测 PAGEREF _Toc122360080 h 161 HYPERLINK l _Toc122360081 6.13.4量测数据整理、分析与反响 PAGEREF _Toc122360081 h 161 HYPERLINK l _Toc122360082 6.13.4.1按变形管理等级指点施工 PAGEREF _Toc122360082 h 161 HYPERLINK l _Toc122360083 6.13.4.2根据位移变化速度判别 PAGEREF _Toc122360083 h 161 HYPERLINK l _Toc122

49、360084 6.13.4.3根据位移时态曲线的形状来判别 PAGEREF _Toc122360084 h 161 HYPERLINK l _Toc122360085 6.14 施工实验 PAGEREF _Toc122360085 h 162 HYPERLINK l _Toc122360086 6.14.1加强对测试人员进展客专培训 PAGEREF _Toc122360086 h 162 HYPERLINK l _Toc122360087 6.14.2严厉检测流程、程序，确保实验数据真实可靠 PAGEREF _Toc122360087 h 162 HYPERLINK l _Toc1223600

50、88 6.14.3严厉计量测试仪器检验及保控制度 PAGEREF _Toc122360088 h 162 HYPERLINK l _Toc122360089 6.14.4样品管理 PAGEREF _Toc122360089 h 163 HYPERLINK l _Toc122360090 6.14.5严厉计量测试结果记录保控制度 PAGEREF _Toc122360090 h 163 HYPERLINK l _Toc122360091 6.15 内业资料 PAGEREF _Toc122360091 h 163 HYPERLINK l _Toc122360092 6.15.1内业资料用表格式样的规

51、定 PAGEREF _Toc122360092 h 164 HYPERLINK l _Toc122360093 6.15.2内业资料填写要求 PAGEREF _Toc122360093 h 164 HYPERLINK l _Toc122360094 6.15.3内业资料的管理 PAGEREF _Toc122360094 h 164 HYPERLINK l _Toc122360095 6.15.4各种内业资料填写的详细要求 PAGEREF _Toc122360095 h 165 HYPERLINK l _Toc122360096 6.16 超前地质预告与补充地质调查 PAGEREF _Toc12

52、2360096 h 165 HYPERLINK l _Toc122360097 6.16.1地质素描 PAGEREF _Toc122360097 h 167 HYPERLINK l _Toc122360098 6.16.2 TGP12地质预告系统 PAGEREF _Toc122360098 h 167 HYPERLINK l _Toc122360099 6.16.2.1提高TGP探测和解译技术 PAGEREF _Toc122360099 h 168 HYPERLINK l _Toc122360100 6.16.3地质雷达探测法 PAGEREF _Toc122360100 h 168 HYPER

53、LINK l _Toc122360101 6.16.4红外线探水法 PAGEREF _Toc122360101 h 168 HYPERLINK l _Toc122360102 6.16.5程度超前钻孔 PAGEREF _Toc122360102 h 169 HYPERLINK l _Toc122360103 6.16.6地质超前预告规章制度 PAGEREF _Toc122360103 h 169 HYPERLINK l _Toc122360104 7 新技术的推行 PAGEREF _Toc122360104 h 171 HYPERLINK l _Toc122360105 7.1 我单位在类似工

54、程方面的施工阅历 PAGEREF _Toc122360105 h 171 HYPERLINK l _Toc122360106 7.1.1 渝怀铁路歌乐山隧道堵水技术 PAGEREF _Toc122360106 h 171 HYPERLINK l _Toc122360107 7.1.2 西南铁路桃花铺二号长大隧道 PAGEREF _Toc122360107 h 171 HYPERLINK l _Toc122360108 7.1.3 重庆轻轨大坪车站大跨度隧道 PAGEREF _Toc122360108 h 171 HYPERLINK l _Toc122360109 7.2 高性能砼的设计及运用

55、PAGEREF _Toc122360109 h 171 HYPERLINK l _Toc122360110 7.2.1高岭隧道水质调查 PAGEREF _Toc122360110 h 172 HYPERLINK l _Toc122360111 7.2.2耐久性砼原资料的技术目的要求 PAGEREF _Toc122360111 h 172 HYPERLINK l _Toc122360112 7.2.2.1水泥 PAGEREF _Toc122360112 h 172 HYPERLINK l _Toc122360113 7.2.2.2细骨料 PAGEREF _Toc122360113 h 172 H

56、YPERLINK l _Toc122360114 7.2.2.3粗骨料 PAGEREF _Toc122360114 h 173 HYPERLINK l _Toc122360115 7.2.2.4拌合水 PAGEREF _Toc122360115 h 174 HYPERLINK l _Toc122360116 7.2.2.5公用复合外加剂 PAGEREF _Toc122360116 h 175 HYPERLINK l _Toc122360117 7.2.2.6混凝土矿物掺和料 PAGEREF _Toc122360117 h 175 HYPERLINK l _Toc122360118 7.2.3所

57、需配制高性能砼种类 PAGEREF _Toc122360118 h 176 HYPERLINK l _Toc122360119 7.2.4实验需求配备的仪器设备 PAGEREF _Toc122360119 h 176 HYPERLINK l _Toc122360120 8 总工期及分年、季度的笼统进度方案、完成投资方案 PAGEREF _Toc122360120 h 177 HYPERLINK l _Toc122360121 8.1 总工期安排 PAGEREF _Toc122360121 h 177 HYPERLINK l _Toc122360122 8.2 主要工程施工进度安排及阐明 PAG

58、EREF _Toc122360122 h 177 HYPERLINK l _Toc122360123 8.2.1施工预备 PAGEREF _Toc122360123 h 177 HYPERLINK l _Toc122360125 8.2.2.1进口分部施工 PAGEREF _Toc122360125 h 177 HYPERLINK l _Toc122360126 8.2.2.2横洞分部施工 PAGEREF _Toc122360126 h 178 HYPERLINK l _Toc122360127 8.2.3高岭隧道 PAGEREF _Toc122360127 h 181 HYPERLINK l

59、 _Toc122360128 8.2.3.1进口分部施工 PAGEREF _Toc122360128 h 181 HYPERLINK l _Toc122360129 8.2.3.2出口分部施工： PAGEREF _Toc122360129 h 181 HYPERLINK l _Toc122360130 8.2.4开工验收 PAGEREF _Toc122360130 h 181 HYPERLINK l _Toc122360131 8.3施工进度 PAGEREF _Toc122360131 h 181 HYPERLINK l _Toc122360132 9 主要资料、工程设备的运用方案和供应方案

60、PAGEREF _Toc122360132 h 184 HYPERLINK l _Toc122360133 9.1 主要资料供应方案 PAGEREF _Toc122360133 h 184 HYPERLINK l _Toc122360134 9.1.1主要工程资料招标采购及进场方案 PAGEREF _Toc122360134 h 184 HYPERLINK l _Toc122360 9.1.2工程资料管理组织措施及质量控制措施 PAGEREF _Toc122360 h 184 HYPERLINK l _Toc122360 9.1.2.1管理组织措施 PAGEREF _Toc122360 h 1