路基排水工程开工报告+施工方案，工程勘查，组织设计，安装工程，桩基工程，边坡支护，地质灾害，灾害治理

'京福高速公路徐州绕城西段工程项目JF-XRC-9标段路基排水工程开工报 告中铁十七局集团第五工程有限公司京福高速公路JF-XRC-9标项目经理部二OO五年三月十五日路基排水工程开工报告一、工程概况JF-XRC-9标段路基排水工程，根据《路基防护及排水优化设计》分为填方段和挖方段两种结构型式。1、一般填方路段：路基排水沟采用预制砼块加固的流线形梯形断面形式。排水沟底宽0.4m，深0.4m，棱角处采用圆弧过渡。2、挖方路段：采用宽浅式草皮明沟结合暗埋式矩形边沟进行路基排水。矩形暗沟深度0.6m，铺底、墙厚度均为0.25m，净宽0.6m。超高段内侧边沟加深0.65m，每隔10-15m设置一处雨水口，并在雨水口位置设置沉淀池，池深0.4m。3、挖方段靠山体侧设有截水沟。以拦截山上雨水并流入路基排水体系。矩形暗沟、截水沟均采用7.5#浆砌片石砌筑，排水沟除少部分采用浆砌片石砌筑外，大部分均采用C20#砼预制块拼装铺砌，下铺5cm厚M7.5水泥砂浆。 4、主要工程数量：(1)C20#砼预制块加固的流线形梯形断面排水沟长度9846.5m，（C20#砼1063.3m3）。(2)7.5#浆砌片石暗沟长度7460m。(3)7.5#浆砌片石排水沟长度2153m。(4)7.5#浆砌片石截水沟长度3400延米。(5)急流槽23道。二、施工方案及时间安排根据排水工程设计要求及路基工程施工进度情况，路基排水工程计划从2005.3.20日开始施工，至2005.12.30全部结束。根据路基完成情况，首先安排K47+210～K47+496.741段暗沟施工。同时安排排水沟C20#砼预制块施工。填方段排水沟待路基填筑达到设计高程后再安排。截水沟计划待挖方段路堑边坡开口线爆破整理到设计标准后再安排；排水沟因采用C20#砼预制块铺装，预制块数量较大，故安排两个预制厂进行砼预制块施工，并在K42+940～K43+060段左侧先铺砌50米砼预制块排水沟。三、人员组织及机械设备 本标段路基排水工程量大、施工线路长、结构型式多样化。因此，挖方段暗沟及截水沟计划安排4个施工队同时施工，首先施工K47+210~K47+496741段两侧暗沟，根据挖方段路基施工进度情况，逐步安排K43+800~K46+060.9段两侧暗沟及排水沟，同时安排截水沟施工。K38+655~K43+331段因路基暂未施工到95区，而排水沟设计为预制砼块铺砌，故该段首先安排2个预制厂，先进行砼块的预制，根据路基施工进度情况，再逐步安排施工队，铺砌该段路基两侧排水沟。排水工程计划总体安排6个施工队负责施工。其中互通段内排水沟、截水沟由两个施工队负责；K43+800~K46+060.9段由两个施工队负责；K38+655~K43+331段由两个施工队负责；项目部统一管理，分别由项目工程、安质、试验等部门配合，指挥并协调施工。主要负责人员及机械设备见附表排水工程主要人员分工表序号分项工程内容施工队现场负责人技术负责人备注1K38+655～K40+503附属一队高德连魏强2K40+503～K43+331附属二队刘道猛胡永成3K43+800～K46+060.9附属三队卓红军张彦伟4互通段附属四队耿继巨施军5预制一厂卢永全6预制二厂李延安主要机械设备表序号设备名称数量1挖掘机2台2砼拌合站2座3水车1辆4砂浆拌合机4台5振动棒4个6排水沟预制块横板60套四、施工方法、工艺及顺序1、施工方法(1)排水沟 路基填筑基本达到设计高程后，根据路基坡角到路中心的实际宽度及原地面的实际高程变化情况，用全站仪准确测出路基两侧排水沟的平面位置，确保路基坡角与护坡道之间宽度符合设计要求。采用小型机械和人工配合开挖，使沟底基坑高程满足设计及规定要求。整平夯实自检合格后，经现场监理验收同意后进行砼预制块铺砌，首先铺设一层5cm厚M7.5水泥砂浆后再铺砌砼预制块。(2)暗埋式矩形边沟(暗沟)暗埋式矩形边沟设计在挖方段内。根据挖方段路槽开挖情况，在路槽已开挖到设计高程地段，按照暗沟断面尺寸，用全站仪准确测出左、右两侧暗沟所在的平面位置，根据设计高程采用机械或人工开挖基槽，遇岩石采用小爆破或松动爆破进行开挖。沟底开挖到设计标高后，整平自检合格后报监理现场验收同意后，进行浆砌片石砌筑施工。暗沟施工，每隔10~15m设置一处雨水口，并在雨水口位置设置沉淀池，沉淀池深0.4m。铺底厚度0.25m，沟深0.6m，沟净宽0.6m，均采用7.5#浆砌片石砌筑。(3)截水沟根据设计要求及开挖上口线位置，用钢尺准确量出截水沟内侧边线，路堑边坡上口线距截水沟不少于5m。采用机械或人工开挖，遇岩石地段采用小爆破或松动爆破法开挖，开挖到设计断面尺寸后，整平自检合格后报监理现场验收同意后，进行浆砌片石砌筑施工。(4)急流槽 路基工程完成后，预压结束，待路面底基层完成后，根据急流槽设计位置采用人工开挖基槽方法进行施工。首先根据急流槽的断面尺寸，在以填筑好的路基边坡上，开挖槽底，整平夯实，对局部的松弱处进行夯实，当开挖的槽基满足设计及规范要求时，并经监理验收同意后，方可进行浆砌片石或浇筑砼施工。2、施工工艺及顺序(1)浆砌片石砌体施工A、砂浆拌合：严格按照监理组批复的配合比，采用机械拌合，每盘拌合时间不少于3～5min。施工中，砂浆随拌随用，并保持适宜的稠度。一次拌合好的砂浆，最长不超过3～4小时内使用完毕，已凝结的砂浆，严禁使用。砂浆中所用的水泥、砂、水等材料严格控制质量，对不符合质量要求的砂子，严禁进入施工现场。B、采用浆砌片石砌筑时，砌块要错缝，并采用坐浆法施工，浆砌时要坐浆挤紧，砌体要咬扣紧密，嵌缝后砂浆饱满、密实，无空洞。采用干砌时不松动。砌体表面线条要直顺，曲线圆滑，砌体内侧及沟底要平顺，勾缝要平顺，并保证缝宽均匀。(2)砼预制块加固的梯形断面排水沟施工 首先根据沟底设计高程及排水沟中心距线路中心的距离，用全站仪，准确测出每20m一点的排水沟中线，用石灰洒出开挖边线，按照设计高程进行开挖，先采用小型机械开挖，距基底剩余20m深度时采用人工开挖，并清理松散的渣土。使排水沟基坑底面平整、密实，两侧及底面要夯实，并修整圆顺、排打密实。实测沟底基坑高程，满足设计要求后，报监理验收，合格后方可进行下步施工，先铺设一层5cm厚M7.5水泥砂浆，挂线抹平，然后铺砌砼预制块。施工顺序：A、砌石工程(暗沟)：测量定位→开挖基坑→砌石(砼)圬工施工→养护→盖预制板→雨水口施工B、砼预制块铺砌工程(排水沟)：测量放线→路基边坡修整刷坡→排水沟基坑开挖→基坑修整夯实→铺设砂浆垫层→铺砌砼预制块上述施工每道工序自检合格后，经监理现场验收同意后方可进行下道工序施工。(3)排水沟施工注意事项A、填方段路基流线形砼预制块加固排水沟的施工，要根据现场排水体系情况，注意调整排水沟的沟底标高及设计纵坡，同时要注意与沟外排水涵洞或自然排水沟、渠的有机衔接，以确保路基排水系统的完善与畅通，避免排水沟积水。B、挖方路段暗埋式矩形边沟的沟底标高，应根据该路段有无超高段路面排水的横向排水管设施进行综合考虑与调整，以满足横向排水管出水口与暗沟的衔接，确保正常排水的需要。C、互通范围内的暗沟沟底标高，应根据互通区场地填土标高进行调整，确保排水流畅。D、路基排水工程施工时，要注意满足砼预制块的设计强度，确保施工质量。四、质量保证措施 1、石料的要求(1)砌体所用石料应符合实际规定的类别和强度,石质应均匀坚硬不易风化、无裂纹。(2)用作镶面的片、块石，应选择表面平整、尺寸较大的，且无黄皮、水锈者。2、砌体的砌筑(1)砌块在使用前必须浇水润湿，表面如有泥土、水锈应清洗干净(2)各砌层的砌块应安放稳固，砌块间应砂浆饱满，黏结牢固，不得直接贴靠或脱空。(3)砌筑时，底浆应铺满，竖缝砂浆应先在已砌筑石块侧面铺放一部分，然后于石块放好后捣满填实。(4)筑上层块时，应避免振动下层砌块。砌筑工作中断后恢复砌筑时，已砌筑的砌层表面应加以清扫和湿润3、砌体勾缝及养护(1)采用凹缝。(2)勾缝砂浆强度不应低于砌体砂浆强度。(3)石砌体勾缝应嵌入砌缝内约20mm深。勾逢深度不足时，应凿够深度再勾逢。(4)浆砌砌体应在砂浆初凝后，撒水覆盖养生7～14天。养护期间应避免碰撞、振动或承重。4、砼预制块要严格按照砼设计配和比进行拌和，断面尺寸满足设计及规范要求。 5、注意事项(1)砌体沙浆配合比要准确（严格按照试验室提供的配合比），每工作日必须做试块(2)统一勾凹缝，对已砌筑完毕的浆砌工程要及时、充分撒水养护。(3)冬季施工时，如气温过底，砌体施工应采用抗冻砂浆，以保证低温下砂浆的强度。在温度低于5oC时，应停止砌体施工。五、组织机构图及质量保证体系框图附后六、工程进度（后附施工进度横道图）组织机构图项目经理：闵召龙项目总工：敬佩仁财务部汪军计划部王为刚保障部左小平试验室蒋信文安质部王为刚测量班赵树伟工程部胡永成 预制二厂副队长：张计堂技术主管：施军预制一厂副队长：张计堂技术主管：施军附属四队副队长：张计堂技术主管：施军附属三队副队长：张计堂技术主管：施军附属二队副队长：张计堂技术主管：施军附属一队副队长：张计堂技术主管：施军排水沟工程施工质量保证体系框图项目书记：李春升副经理：申海忠项目经理：闵召龙项目总工：敬佩仁测量班赵树伟财务部汪军计划部王为刚保障部左小平试验室蒋信文安质部王为刚工程部胡永成 预制一厂队长：卢永全技术主管：王晓峰预制二厂队长：李延安技术主管：郭志冬附属四队队长：耿继巨技术主管：施军附属三队队长：卓红军技术主管：张彦伟附属二队队长：刘道猛技术主管：胡永成附属一队队长：高德连技术主管：魏强主要机械设备一览表名称数量75拌合站1处强制式搅拌机1台振动棒6个平板振动器4台挖掘机1台各种规格模板数套 序号施工时间施工里程2005年3月4月5月6月7月8月9月10月11月12月1互通地段（包括匝道）2K43+800～K46+060段3闸河～玉带河段4K38+655～闸河段施工进度横道图 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