88--拱形骨架护坡技术交底书.pdf

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1、1/9 封面2/9 作者：PanHongliang 仅供个人学习技术交底书ZT1101JL12-02 单位：中铁十一局集团山西中南部铁路通道ZNTJ-7标工程部一分部编号：主送单位路基边坡防护施工班组页数第 1 页共 4页文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G

2、2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A

3、7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3

4、S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H

5、5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N1

6、0A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3

7、C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N33/9 工程名称拱型骨架护坡防护工程部位D

8、K334+884.7 DK336+350 交底内容：一、工程简况DK334+884.7 DK336+350 段路基位于东姚头特大桥桥头至路堑挖方段，线路以路堤为主，边坡坡率：08m为 1:1.5，820m为 1:1.75，边坡采用（4m 3m）M7.5水泥砂浆砌片石拱型骨架护坡防护和肋条是护坡防护，骨架厚0.5m；骨架内种植紫穗槐防护；具体布置见“附图1（共 2 张）”。二、施工工艺拱型骨架护坡施工时按以下施工工艺组织，工艺流程图如下：图 1：拱型骨架护坡施工工艺流程图编制：复核：签收：年月日“技术交底书”一式两份，一份交工点施工负责人作为施工依据，一份留存备查，并办理交接续。技术交底书ZT1

9、101JL12-02 施工准备沟槽开挖拱型骨架砌筑及养护植物防护质量验收文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 H

10、T6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR

11、8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编

12、码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7

13、 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6

14、ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文

15、档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N34/9 单位：中铁十一局集团山西中南部铁路通道ZNTJ-7标工程部一分部编号：主送单位路基边坡防护施工班组页数第 2 页共 4页工程名称拱型骨架护坡防护工程部位DK334+884.7 DK33

16、6+350 1 施工准备1.1 施工设备、场地准备施工班组需自备砂浆搅拌机、计量仪器及小型砂浆运输设备；施工前应将场地清平，合理安排材料堆放及设备摆放场地，注意材料堆放时距离附近路堑边坡距离不宜小于5m。1.2 砌筑材料准备a、为确保施工质量，砌筑用原材料（水泥、砂及片石）工程部统一采购及施工班组自行购买均可，但须工程部实验室取样实验，实验合格后方可使用。材料现场存放时注意遮阳、防雨；b、砌筑截水槽用 C25素混凝土块砌块，预制场集中预制，施工班组申报材料计划领取，为确保砌块质量，领取前及时联系技术人员，对砌块质量进行验收。1.3 边坡处理基床底层施工完后进行刷坡，刷坡前测量班需根据基床底层顶

17、面、坡率变化处及坡脚处路基设计宽度放样出基床底层顶面、坡率变化处及坡脚位置，根据放样时的高程与设计高程对比，确定刷坡深度，刷坡时采用机械刷坡，刷坡完测量班采用上述方法对边坡进行复测，根据复测结果人工清刷余土及浮土，填补坑凹并拍实使坡面平整密实。2 沟槽开挖基础及骨架沟槽开挖前，由工区测量班放样出基床底层顶面位置，施工班组依据基床底层顶面位置及设计尺寸，从基床底层顶面设计线向下开始挂线放样(注意相连两段需搭接挂线)布置出拱型骨架沟槽位置（不足一个拱时,路堤坡脚处采用半个拱型或部分拱型补充），然后人工开挖出骨架、基础及垂裙的位置。开挖时需注意：该段路基基底为湿陷性黄土，边坡内、基础底、垂裙下及排水

18、沟底按设计要求铺设三七灰土隔水层，三七灰土隔水层路堤填筑时已施工，开挖时无需再开挖出三七灰土隔水层位置。沟槽开挖完成后，需清除沟槽内浮土并拍实。3 拱型骨架砌筑及养护砌筑工艺要求a、护坡砌筑前应将石料表面污渍清除干净，用作镶面的片石外露面应加以修凿，做到外露面平整；b、水泥砂浆现场搅拌，砂浆强度等级M7.5，理论设计配合比为水泥：砂：水=1:5.169:0.649，水泥 308kg/m3，砂 1592 kg/m3，水 200 kg/m3；现场拌和时实验室测定砂的含水率，以此确定施工配合比；施工班组严禁自行更改配合比，实验员每100m 3现场制作试块，检验砂浆质量；施工过程中配合比无法满足施工要

19、求时，必须联系实验员；砌筑用砂浆应随拌随用，搅拌时间不宜小于120s，砂浆应具有良好的和易性，若运输过程中发生离析、泌水现象，砌筑前应重新拌和，已凝结的砂浆禁止使用。编制：复核：签收：年月日“技术交底书”一式两份，一份交工点施工负责人作为施工依据，一份留存备查，并办理交接续。文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7

20、N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S

21、6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5

22、G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10

23、A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C

24、3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1

25、H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N

26、10A7N35/9 技术交底书ZT1101JL12-02 单位：中铁十一局集团山西中南部铁路通道ZNTJ-7标工程部一分部编号：主送单位路基边坡防护施工班组页数第 3 页共 4页工程名称拱型骨架护坡防护工程部位DK334+884.7 DK336+350 c、砌体采用分段砌筑，施工方法采用挤浆法施工，确保灰缝饱满。铺砌从每级平台错台台阶处或墙趾处自下而上进行，砌块应大面朝下，上下错缝，错缝为78cm，不得出现通缝和空缝，表面平顺整齐，与边坡牢固密贴。表面砌缝宽度不大于4cm，每 1.2m整段找平一次，相邻两段砌体若同时砌筑时，两层间竖向错缝不小于8cm。d、骨架应与截水槽同时施工，砌筑完后边缘应

27、回填好，夯填密实，防止表水冲毁骨架；片石砌筑应于混凝土砌块衔接好，缝内砂浆饱满。e、勾缝养生。对护坡表面用M7.5 砂浆勾缝处理，勾缝采用凹缝形式，凹缝宽为2cm，深 1cm。并且在勾缝前对横竖向缝内砂浆全部用水浸透。以防日后脱落。砂浆凝固后对坡面进行全部清理，确保外貌整洁美观。并对沉降缝进行清理，缝内填塞沥青麻筋，且整齐垂直，上下贯通。f、养护。砌筑完毕应及时覆盖，并经常洒水保持湿润，常温下养护不得少于7d，砌体的砂浆未达到设计强度前不得承受全部设计荷载。4、施工注意事项a、雨季施工应做好组织安排，避免无序开挖。密切注意天气，做好边坡坡面的临时防护工程，防止雨水冲刷坡面。b、水泥、砂子现场存

28、放，必须落实好防潮、防雨等有关措施，确保水泥质量。c、防护工程使用的砂浆，同批砂浆必须在规定的时间内使用完成，初凝的砂浆不得再继续使用，砂浆拌制要严格按照配合比执行。砂浆拌制计量系统，防护工程施工实验设备及相关辅助工具必须按要求进行计量标定。d、平台截水槽及错台砌筑应同步施工，确保截水槽结构稳定。e、施工全过程必须采用挂线施工，严格控制各基准面及坡面线形、平整度。f、对以砌筑或浇筑完成的坡段及时进行洒水覆盖养护，确保施工质量。文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编

29、码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7

30、 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6

31、ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文

32、档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9

33、G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J

34、6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N

35、3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N36/9 编制：复核：签收：年月日“技术交底书”一式两份，一份交工点施工负责人作为施工依据，一份留存备查，并办理交接续。技术交底书ZT1101JL12-02 单位：中铁十一局集团山西中南部铁路通道ZNTJ-7标工程部一分部编号：主送单位路基边坡防护施工班组页数第 4 页共 4页工程名称拱型骨架护坡防护工程部位DK334+884.7 DK336+350 文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3

36、文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T

37、9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2

38、J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7

39、N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S

40、6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5

41、G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10

42、A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N37/9 5 质量验收砌体质量验收浆砌片石砌缝宽度、位置及厚度必须符合表1 要求：表 1：浆砌片石质量验收表序号工程验收标准检查方法1 表面砌缝宽度40mm 尺量2 每找平一次的砌筑高度1200 mm 尺量3 两层间竖向错缝80 mm 尺量4 三块石料相接处的空隙70 mm 尺量5 骨架砌筑厚度不小于设计破检三、安全、环保及文明施工1、施工人员必

43、须佩带安全防护用品，严禁酗酒及带病作业；2、施工现场各种安全防护设施及安全标识齐全；3、加强机械设备检查、养护及维修，不得带病作业，严格遵守操作规程；4、在路基两侧设置垃圾堆放场，严禁建筑垃圾随意堆放；5、施工机械设备尽量远离居民区。编制：复核：签收：年月日“技术交底书”一式两份，一份交工点施工负责人作为施工依据，一份留存备查，并办理交接续。版权申明本文部分内容，包括文字、图片、以及设计等在网上搜集整理。版权为潘宏亮个人所有文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码

44、:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7

45、HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 Z

46、R8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档

47、编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G

48、7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6

49、 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3

50、文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N3文档编码:CK3C3S6T9G7 HT6R1H5G2J6 ZR8X7N10A7N38/9 This article includes some parts,including text,pictures,and design.Copyright is Pan Hongliangs personal ownership.用户可将本文的内容或服务用于个人学习、研究或欣赏，以及其他非商业性或非盈利性用途，但同时应遵守著作权法及其他相关法律的规定，不得侵犯本网站及相关权利人的合法权利。除此以外，将本文任何内容或服务用于其