某市过江遂道竖井出口挡土墙施工方案概况

'某市主城排水过江遂道竖井出口挡土墙施工方案二○○三年五月一日 目录第一节工程概况第二节施工组织与计划第三节土石方施工方法第四节锚杆施工方法第五节钢筋砼挡土墙施工第六节质量、安全、文明施工（附录——0101）施工进度计划（附图——0102）施工现场平面布置 第一节工程概况一、编辑说明：重庆主城排水过江遂道及其出口竖井工程，是重庆主城排水系统工程的“咽喉”和控制性工程，施工难度大、技术含量高、施工周期长。竖井出口永久性挡土墙的施工，是过江遂道及其出口竖井主体工程的“序曲”，施工组织应从为主体工程施工开创有利条件和顺利展开着眼，施工布局应从主体工程施工全局出发进行设计和考虑，本施工方案应是整个过江遂道及其出口竖井工程施工组织设计的组成部份，以一个（篇）章进行编辑，考虑到施工需要，单独成立分册。二、工程概况重庆主城排水过（长）江遂道，南岸出口竖井位于南岸区海棠溪盐店湾，北岸出口竖井位于渝中区太平门滨江路侧，挡土墙工程即为南岸出口的边坡及便道的路基挡护结构。南岸竖井出口及挡土墙平基土石方约1500m3，锚杆约300m，肋板式C25钢筋砼锚杆挡土墙长20m，约100m3，施工时间60天。锚杆挡土墙分为两个台阶，总高度约12m，宜采用逆作法施工，确保边坡的安全与稳定。 第一节施工组织与计划一、组织管理机构及人员配备项目负责人施工组供应组内业组钢筋班组爆破小组锚杆施工组模板班组砼及普工班机械土石方1、项目负责人兼技术负责人；2、内业组由内业技术员、测量工、试验工组成；3、施工管理组由施工员、质检员、安全员组成；4、供应组由材料员、后勤管理员组成。二、劳动力组织与工期计划该项工程主要为三个部份，一是平基及边坡土石方，二是边坡锚杆，三是肋板式锚杆挡土墙。劳动力对应的按三个班（组）进行组织。施工工期为60天，初步分解如下，详见《施工进度计划表》。施工准备包括现场准备及材料设备的进场组织准备8天，上施工层锚杆及肋板式挡土墙15天，中层锚杆及肋板式挡土墙15天，下层锚杆及肋板式挡土墙15天，收尾及验收及资料等工作7天。三、 一、施工层（段）的划分与机械设备配置平基及边坡土石方采用浅孔松动爆破，一台挖掘机挖装，人工辅助清理，四台自御汽车运至约15km外的渣场弃置；锚杆和挡土墙施工采用逆作法，从上至下按约4m高度分为上、中、下三个施工层，详见（图—A）。配置电动成孔钻机．电动灌浆机各一台；已建道路该部份采用光面减震爆破上施工层原地貌线中施工层2m1m下施工层（图—A）二、钢筋加工与砼的组织与供应钢筋在场外加工成型运至现场进行绑扎（焊结），施工现场外钢筋加工棚的场地、劳动力组织、机械设备配置（略）。砼采用商品砼柴油泵管道输送入模。组织与供应方式（略）。三、施工进度计划（详见附录——0101）四、施工平面布置图（详见附图——0102）第二节 第一节土石方施工方法一、土石方挖运土石方施工应按1～1.5m分层，遵循至上而下的原则施工。挖方过程中及时根据测设的边线桩及坡度放坡，挖（填）方接近设计标高时，加强测量控制，避免超挖。每天作业结束后，应使排水良好，防止雨后积水并做好临时排水沟等措施，保证边坡稳定。石方施工采用钻、爆、装、运机械化流水作业。二、石方爆破爆破施工以浅孔密眼、少药量、多（批）次、松动爆破为主，人工装药填筑、微差起爆法；边坡1～2m范围实施光面减震爆破，然后人工对坡面进行修凿，确保其平整度。1、钻孔采用风钻或电钻式凿岩机成孔，孔径40～50mm，孔深控制在1～1.5m范围内，眼孔布置为梅花形，眼距0.8～1.2m，排距0.8～1.2m。2、爆破材料采用2#岩硝铵炸药，毫秒雷管。三、爆破设计：1、爆破作业的安全距离（飞石的安全距离）根据公式：R=20kn2w式中：k—与岩石性质、地形有关的系数，取1.5。n—爆破作用指数，取0.75。W—最小抵抗线，取1.5。R—20×1.5×0.75×2×1.5=25.3m按200m安全距离设防警戒，并采用橡胶板覆盖防飞石措施。2、松动爆破药药包量的计算：根据公式：Q=0.3qWe式中：q——岩石单位体积炸药消耗量取1.5kg/m3W——最小抵抗线，取1.5E——炸药换算系数，取1Q——0.33×1.5×1.5×1=1.67kg3、装药方法：采用炮孔底集中装药法，就地用粘土填塞。 1、起爆方法：采用电力起爆法，以毫秒微差顺序起爆。2、光面爆破计算：爆破参数：不偶合系数取：.2.5（1）根据光面爆破炮孔间距公式：a=（10~20）d式中：a——光面炮眼间距md——炮眼直径mm节里裂缝发育的岩石取小值，对于完整性好的岩石取最大值。最小抵抗线：W≥a，一般最小抵抗线应大于或等于光面间距。（2）炮眼密集系数：m=a/vv表示，m一般0.8~1.0（3）装药密集（Kg）：软岩中为0.07~0.12Kg/m，中硬岩0.1~0.15Kg/m，硬岩中为0.15~0.25Kg/m。（4）采用光面眼孔齐发起爆破裂，光面爆破参数如下：围岩条件开挖跨度（mm）炮眼直径（mm）炮眼间距（mm）光面层厚度（mm）光面临近系数（m）线装药密度（Kg/m）整体稳定性好，中硬到坚硬≧100035-45600-700800-10000.9-1.00.20-0.25整体稳定性一般或佳，中硬到坚硬≧100035-45600-700700-8000.8-0.90.20-0.25节理、裂缝发育有破碎带，岩石松软≧100035-45500-00700-9000.7-0.80.15-0.20（5）起爆方法：起爆网络采用即发串联方式。二、爆破安全措施及注意事项爆破施工必须严格执行《爆破方案》和《爆破规程》，严格执行GB722-86《爆破安全规程》和《中华人民共和国民用爆炸物品管事条列》、《土石方与爆破工程及验收规范》。1、爆破安全范围制定要有明显的警戒标志、联络信号和岗哨，并绘制平面图；爆破设计方案报应公安、交通部门及监理工程师审查。技术负责人在现场组持会议，对孔的布置、装药量、装药结构及起爆方法、打孔方向、角度和深度进行交底。2、炮孔间距要准确，并在实践中不断总结经验教训，使炮孔间距更合理。严格控制装药量，任何人不准擅自增减装药量。起爆前30 分钟，岗哨就位，清理安全警戒区内的人员，确认警戒区无人后，方可由专人指挥起爆，起爆15分钟后，由专业人员进入现场检查，确认无哑炮后方可通行。1、炮眼装药时，不可用力压入，而且不可用铁器，发生哑炮时，禁止掏其中的雷管，要采用辅助炮将其引爆炸毁。2、爆破材料均存放在由当地公安机关批准设置的专用库房内，随用随取，记录必须做到帐物相符。其购买、领用、保管、运输按照公安机关的规定程序进行，严禁违章操作。第二节锚杆施工方法一、锚杆施工分层，详见第二节《施工组织与计划》。二、本工程锚杆施工成孔搭设双排脚手架，立杆间距1500，水平杆间距结合锚杆的竖向间距确定为900～1100，间距6000设横向前刀撑，并与岩壁用8#铁丝拉扯，防止钻孔过程中的振动摇幌。三、钻孔必须按设计要求进行放线，并报监理确认后开始钻孔作业。成孔深度须经监理工程师确认达到设计要求锚入滑裂面以下4.0m，对有软弱夹层的还应抽芯观察，并须征得设计方面的认可，同时作好施工记录及隐蔽记录，并依据成孔记录对锚杆钢筋进行下料制作。四、锚杆钢筋由场外加工棚制作运至现场安装，现场焊结采用电弧焊方式。锚杆灌浆须分两次进行，灌浆压力应大于0.3Mp。五、本工程锚杆数量较少，取上施工层一组作抗拔度试验。第三节 第一节钢筋砼挡土墙施工一、挡土墙施工分层详见第一节《施工组织与计划》二、挡土墙支模肋板式锚杆挡土墙模板采用覆膜竹胶板（规格1220×2440×8～12mm），45×90木方（采购50×100木方），ф12拉杆螺栓，脚手架钢管支模，详见下图。模板拼缝采用胶带封贴，与砼接触面涂刷水溶性隔离剂。2Ф25锚杆45×90木方外脚手架覆膜竹胶板δ=12mmф12拉杆螺栓肋板式锚杆挡土墙支模示意图三、钢筋加工与绑扎1、钢材必须便使用大厂生产的建筑用钢筋，并有出厂资料和合格证明，所有钢材必须按规定分批次、分规格、有见证地进行抽样复检，合格后方可下料制作。2、钢筋在场外加工棚按配料单制作加工为成型钢筋，汽车运至现场进行绑扎或安装，加工棚内的钢筋焊结以对焊为主，少量现场焊结，采用绑条电弧焊。成型钢筋加工应防止超长，最大长度控制在9m以内。现场绑扎应防止对钢筋污染如雨天裹泥等。3、钢筋绑扎或安装完成后应经自检合后报请监察院理工程师进行隐蔽工程验收。四、砼浇筑与模板拆除及养护1、本工程地处市区，砼采用经监理工程师认可的、合格的、有资质的商品砼生产（厂）商进行砼的供应，采用砼搅拌车运至现场，由柴油泵管道输送入模。2、砼浇筑应分层进行，分层高度为50cm，不可因商品砼的坍落度较大而随意加大分层厚度，以防止对模板系统造成过大的侧压力而导致变形。3、模板拆除时间应以不损坏砼的棱角为原则，根据目前气候，应不早于48小时。4、由于砼早期水化产生大量的热量，砼终凝后应及时进行养护，考虑本工程排水方面的情况，采用麻袋覆盖浇水进行，持续时间5～7天。 第一节 第一节质量、安全、文明施工一、质量管理与控制本工程分项工程较少，质量管理着重于以下几个方面：1、挡土墙和土石方施工的定位放线和标高控制，平面控制放线应尽可能用业主提供的基桩作对中和后视，防止转点导致误差；高程测量应将基准水准点引测至场内或场地附近具有通视条件的永久性建筑物上，施工过程中始终用此点作后视。必须进行轴线的复核程序。2、土石方施工光面减震爆破应严格按有关规定和本方案进行，确保成型坡面的垂直度和平整度；3、对边坡的变形和坡体稳定应设置观测点，具体设置根据现场情况确定。4、本工程钢筋的原材料和焊结接头质量可作为重要的质量控制（项）点；5、锚杆的定位放线和成孔应严格进行报验和隐蔽验收程序；6、锚杆的灌浆应严格按规范要求进行施工和操作，否则既可能导致质量问题，还易发生安全事故。二、安全管理1、重点对爆破安全进行管理，严格按照有关规定和本方案要求进行施工和作业；2、临边防护是本工程的特点所决定的，必须认真进行防护设施的搭设和得处理。3、用电和机械的管理必须按照JGJ59——99的有关规定要求做到“一机、一闸、一箱”，和三项五线制。4、特种作业人员的持让上岗既是安全管理的需要，也是质量管理的需要，必须严肃对待。5、建立和健全各项规章制度，认真执行工序安全技术交底工作三、文明施工管理1、本工程高程200m的施工平台既是主要的施工材料和人员出入口，又是临边安全管理的重点部位，应进行全封闭，施工围墙高度不小于2.20m。2、高程200m的施工平台应进行场地化处理，砼厚度不小于6cm。3、本工程地处市中心区域，所有人员必须佩带标志或胸卡出入施工现场。4、强化治安执勤和入场安全、防火、防盗及公共卫生的教育。5、加强制度化质量、安全、和文明施工的综合检查工作。 施工进度计划表序号分部分项工程名称单位数量时　　间2468101214161820222426283024681012141618202224262830施工准备上施工层土石方M3400上施工层锚杆M100上施工层挡土墙M330中施工层土石方M3500中施工层锚杆M100上施工层挡土墙M330下施工层土石方M3600下施工层锚杆M100锚杆抗拔试验下施工层挡土墙M330零星工程收尾及预验收注工程名称：　　　　　施工单位：　　　　　　　　（附录－0101）　项目经理：　　　　　　　　　技术负责人：　　　　　　　施工负责人：　　　　　　　　　编　　制：　　　 2003年05月01日（附图——0102）（分）接线箱小土石方施工道路（接滨江路）封闭施工围护高度2.20m区主城排水箱涵（双室）25mm2电缆穿PVC管沿围墙缚设便挡土墙施工入口5.0m过江遂道竖井配电房值班室200说明架料、模板1、施工用水采用DN32镀锌管走向同施工用电，于地面铺设；库房、办公室等2、高程200m施工平台采用C15砼硬化处理，厚度6～8cm；道3、施工围墙外抹1：2水泥沙浆，刷白色外墙涂料，蓝色墙裙； 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