2022年岩溶路基注浆加固施工监理个人总结 .pdf

岩溶路基注浆加固施工监理个人总结新建织毕铁路站前工程?标 岩溶路基注浆监理个人总结新建织毕铁路站前工程?标(DK378+050DK378+380)岩溶注浆监理个人总结织毕铁路监理四组-1-成都大西南铁路监理有限公司新建织毕铁路站前工程?标 岩溶路基注浆监理个人总结目 录一、编制目的.-3-二、编制依据.-3-三、工程特点及质量标准.-3-四、岩溶地段路基注浆加固监理工作范围和重点.-4-五、岩溶注浆加固路基监理工作流程图.-5-六、施工准备工作监理控制要点.-5-七、施工过程监理控制.-6-八、注浆效果的验证.-12-九、地表监测.-13-十、安全环保监控.-13-2-成都大西南铁路监理有限公司新建织毕铁路站前工程?标 岩溶路基注浆监理个人总结岩溶路基注浆监理个人总结一、编制目的明确 DK378+050,DK378+380 段路基施工期间的理监要点与控制重点，监督路基施工单位按现行的施工规范和，形成规范的技术文件，用于指导以后的施工理监工作，确保工程质程量及检测结果符合设计文件及规范的要求。二、编制依据(一)根据项目委托监理合同、织毕铁路项目监理大纲、建设单位颁布的“建设管理办法”和指导性施工组织细则。(二)铁路建设工程监理规范。文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2(三)客货共线铁路路基工程施工质量验收暂行标准。(四)客货共线铁路路基工程施工技术指南。(五)国家颁布的有关项目建设的法律法规、规范、验收及行业标准、设计院提供的有关本项目的设计文件、监理规范等编制本监理实施细则。三、工程特点及质量标准本合同段选取 DK378+050-DK378+380 段岩溶整治作为首件工程。DK378+050-DK378+380 工区处于八步车站内，上覆第四系坡残积黏土，下伏基岩为灰岩、泥灰岩、溶塌角砾岩，岩溶发育深度范围主要在314m，溶洞强烈发育，溶洞多为半填充状态，充填物为软塑状-3-成都大西南铁路监理有限公司新建织毕铁路站前工程?标 岩溶路基注浆监理个人总结粘性土，根据设计地质情况该段落被评价为极易塌落区。首件岩溶整治区为覆盖型岩溶，采用以钻孔注浆为主要整治措施,通过注浆充填土石界面附近的土洞、溶洞和溶蚀裂隙，阻隔地表水与地下水之间的水力联系，防止岩溶地面塌陷的发生。由于岩溶发育的不稳定性，一般现场施工按照“探灌结合”的原则进行处理，先实施先导勘探注孔，然后根据先导孔勘探资料由设计确定注浆段落、深度及注浆参数，再全面展开岩溶地段基底的注浆整治处理。四、岩溶地段路基注浆加固监理工作范围和重点岩溶地段基底注浆加固工程监理工作范围和控制重点主要有:先导孔施工及地质核对;注浆参数的确定及调整;注浆过程及停止注浆条件判定的控制;注浆效果的检查和验证。文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2由于岩溶发育地区、地质条件复杂，裂隙、溶槽、溶沟、溶洞发育情况及地质分界面变化复杂，如何针对注浆过程所产生的不同现象采取有效措施确保注浆质量是监理工作的主要重点和难点。-4-成都大西南铁路监理有限公司新建织毕铁路站前工程?标 岩溶路基注浆监理个人总结五、岩溶注浆加固路基监理工作流程图施工前准备工作监理检查监理检查孔位放样定位监理确认先导勘探孔钻孔设计现场确认监理监理见证第一次注水试验固结导管清孔检查监理确认提交勘探资料与设计确定注浆各项参数监理设计确定加固范围深度制浆、注浆旁站封孔 确定注浆的孔序监理确认钻孔监理否 设注浆效果验证(物探、计注水试验、钻芯取样)文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2见是 证路基其他施工注浆处理结束六、施工准备工作监理控制要点(一)监理工程师了解熟悉现场情况和设计要求，进行现场核对。(二)审核施工单位上报的中线贯通测量、中桩高程测量、断面测量等测量成果资料，必要时进行现场实测复核。-5-成都大西南铁路监理有限公司新建织毕铁路站前工程?标 岩溶路基注浆监理个人总结(三)监理工程师审核路基施工方案。首先审核岩溶注浆先导勘探孔工艺试验方案。重点审核工艺方法是否符合设计要求。(四)检查基底处理所采用的原材料的合格证及试验报告，监理单位按施工单位抽样数量的 10%平行检验和 20%见证检验。(五)检查施工所用机械是否满足施工要求。(六)检查场地平整处理及排水系统。原地面做成双向排水坡，路堤二侧设临时排水沟，中部设横向排水沟，保证场地排水流畅、不积水。路堑开挖预留保护层0.3,0.5m，基面压实。(七)检查临时设施，如临时道路、水泥库等料棚、浆液搅拌池、水池等是否齐备，杜绝水泥硬化现象出现。(八)检查环保设施，如泥浆、余浆沉淀池的设置和排水沟的有效连接，严禁直接排入田地、池塘。文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2(九)检查地表检测桩埋设、注浆过程中对地表的高程及位移状况进行监测，监测桩埋设于线路中心及路堤二侧坡脚及路堑坡脚(或堑顶外)10m处各设一排，纵向间距 50m。七、施工过程监理控制(一)孔位放样及定位:、监理工程师根据设计要求的岩溶注浆加固范围，检查加-6-成都大西南铁路监理有限公司新建织毕铁路站前工程?标 岩溶路基注浆监理个人总结固边线桩的设置和孔位。地基处理，一般注浆厚度不小于10m，若 10m以下遇溶洞，加固至溶洞底板下不少于1m。填方段按照梅花状布置注浆孔位，路堑地段采用正方形布置孔位，孔距5m。路堤地段加固范围至路堤坡脚外的5m，路堑地段加固范围至侧沟平台外边缘。一般孔位偏差不超过5cm。依据设计原则选择30%的孔位作为先导勘探孔。监理工程师检查先导孔的质量、数量和孔位是否符合设计要求。(二)先导勘探孔施工1、钻孔注浆孔开孔孔径 110mm，终孔不小于 91mm，采用跳孔施钻，钻孔过程要求做好记录，全过程完整留置保管好岩芯。记录包括钻孔时间、深度、钻孔速度、取芯位置、孔内水位变化、钻进过程地质的描述。如遇到溶洞应钻至溶洞底板下不小于 1m。孔深误差不小于设计10cm。监理工程师检查全部孔深，检查原始记录、核对岩芯及地质描述、符合要求予以签认、设计现场检查确认。2、第一次注水试验依据总孔数 5%的原则，在先导孔中选择注水试验孔实施注水试验。注水试验是对底层岩溶裂隙发育情况进行判定的重要依据，通过注浆前后单位长度的吸水量对比验证注浆加固的效果。监理工程师见证注水试验全过程。文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P23、先导孔资料分析及设计确定-7-成都大西南铁路监理有限公司新建织毕铁路站前工程?标 岩溶路基注浆监理个人总结完成先导勘探孔后应及时进行地质情况的分析，形成报告上报设计单位，报告的内容包括孔位平面布置、线性岩溶率分析、钻孔记录、地质柱状图等相关内容，然后由设计单位根据先导孔资料确定注浆段落、深度及注浆参数。监理工程师审核先导孔上报资料。(三)注浆施工1、清孔岩层钻孔完毕进行洗孔，将钻渣清出孔外，清孔一般采用钻杆注水清孔，清孔以水流不混为止。清孔前先安装套管深入基孔内岩面以下0.5m，在有效加固段开设注浆孔。套管主要起到防止坍孔及限制注浆范围的作用。土层注浆孔不洗孔。监理工程师检查清孔效果。2、浆液制做浆液配制用原材料必须经检验合格方可使用。水泥采用P.O32.5 普通硅酸盐水泥、水玻璃 38,43?Be、模数 2.4,3.0，浆液配合比 0.8:1,1.1，双浆液时水泥浆:水玻璃(体积)一般控制在 1:0.08 左右。制浆时对材料进行称重。为保证浆液浓度的均匀，采用二次搅拌，即第一只搅拌桶中按规定的配合比拌制浆液、搅拌2min后放入第二只搅拌桶中待用，禁止一边搅拌一边抽用的方式。浆液应检验合格后使用。浆液的检验方法采用浆液比重计检验密度。监理工程师见证浆液的检验。-8-成都大西南铁路监理有限公司新建织毕铁路站前工程?标 岩溶路基注浆监理个人总结3、注浆过程控制文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2文档编码:CZ2Q7Z2E1X7 HH5S1A1H9D2 ZH3X8C4O6P2正式注浆前，要使用1.2,1.5倍的注浆终孔压力对整个注浆管路系统进行耐压试验;检查孔口套管固结密封程度，耐压持续时间不少于15min，无渗漏时才能进行钻孔注浆施工。岩溶注浆根据先导勘探孔确定的注浆范围、注浆段落、深度及有关参数进行，注浆顺序先边缘孔，后中心孔，并隔排跳孔进行。岩溶不发育时，采用水泥浆回填钻孔。注浆压力一般基岩0.1,0.3MPa，岩土界面附近加大至0.3,0.5MPa。注浆方式宜采用分段提管注浆，注浆时采用套管护壁，上行式注浆。导入50mm 注浆管，距孔底 30cm开始注浆，当压力达到0.1,0.3MPa 稳定后并突然超过0.3MPa停止注浆并开始提管，在基岩中提管二至三次，提管达到基岩面时，当压力达到0.3,0.5MPa 稳定后并突然超过0.5MPa时，再次提管，开始注浆上部帷幕，当压力达到 0.3,0.5MPa 稳定 30min，且吸