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href="http://www.bknewsdeesa.com/news/28.html"><a href="http://www.bknewsdeesa.com/zpsg/" target="_blank">市政排水?/a>道施工时需要什么样的施工技术呢</a></strong><br />     要熟悉图?br />   开工前施工单位施工人员首先必须了解图纸、熟悉图纸,以免施工过程中忙中出错。至少要做到以下几点?br />   1、施工方与建设方、设计方、监理方进行四方图纸会审及技术交底?br />  2、结合图纸深入施工现场了解本工程的基本全貌,如管线总长度、管线走向、管材直径、检查井数量等,还有与工作面开挖有关的地形、地貌、地物等,特别要注意查明地下天然气、自来水、电力等交叉管线的位置,管线所属单位对施工单位进行交底,施工单位施工时做好标志及保护措施?br />  3、依照图纸确定的桩号走向水准测量复测一遍,避免出错。因为图纸设计前所提供地形资料存在时间差的问题,有可能因时间的变化而发生地形变化,从而影响到工程预算造价问题,对此千万不可忽视,应及时联系评审单位进行评审?br />     其次现场情况的调查与故障排除<br />   开工前,要结合管线走向及施工开挖工作面和堆土堆料所占场地与地形地貌、地物、交通问题等任何防碍施工的因素都要笔录,呈请建设单位或相关部门协助排除。另外,管线有时与城市道路交叉等,这些都是丝毫不可忽视的障碍因素,开工前就应会同有关单位研究解决。施工中应注意保持环境卫生,不可因抛土和拉运材料而影响环境道路的清洁。提前就应重视的问题,如与其他设施的交叉,在未正式开工前应根据工期和用水、通水、通电的问题提出相应的解决办法。合理安排施工工期?br />     第三测量放线 </p> <p> <img alt="" src="/uploads/image/20151030/20151030161138_3750.jpg" /><br />     地面可见障碍排除后,即可进入测量放线的准备工作。施工放线是整个排水工程中的一项重要程序,指导着整个后序工程的施工,放线前必须做好严密的准备工作,如排水工程的工期较紧,道路施工方交出一段排水施工作业面后,排水施工方在未交出道路中桩的情况下立即组织进场施工,放线前利用电脑CAD软件输入道路中桩坐标绘出中线图,然后根据管线距中桩距离在软件中自动计算出该段工作面各个井位的XY坐标,再根据各个井位坐标,利用GPS在现场放出各个井位。这样做不仅速度快,而且又能得到较为精确的数据。打桩撒灰放线时,要考虑中心线、边坡系数加宽后因开挖受限制,开挖面非变窄不可就要考虑沟槽内设置支撑保证安全施工,以免塌方伤人造成事故。特别值得一提的是,管道与道路交叉的部位要会同主管部门协商,采取必要措施(如封闭路段或半封闭)并选派得力人员昼夜值班,加紧连续施工,力争在短快的时间内保证质量,保证按时完成。另外,城市<a href="http://www.bknewsdeesa.com/supply/75.html" target="_blank">排水?/a>道施工面临的大特点就是管线长、与其他管线交叉施工,施工占用面宽,严重干扰和影响交通,给行人带来不便,因此特别要提倡文明施工,做好各种安全防护措施,如安全围挡,安全通道<br />     第四管道及检查井施工<br />   1、管沟开挖沟槽开挖时,根据开挖土质的差异,既要注意边坡放坡的科学合理性又要安全和经济。在开挖过程中每开挖一定的距离都要对槽底高程进行严格测控制,特别注意槽底土方不得超挖,对于超挖部分要仔细回填夯实,严禁槽底低洼处进水积水,严禁夯填中使用腐植土、垃?br />   土、淤泥等。个别因放线受限制开挖面较小或土质很差的部位,要考虑设置支撑?br />   2、施工测量施工测量是一项技术性很强的工作,贯穿整个工程始终,必须设置专人专项,保证及时准确无差错地完成。为保证每道工序完成后经检测数字无差错,应自检自测的工序中要求允许偏差精度比规定的再提高,并由测量工程师进行复核?br />   3、管基施工管沟开挖经验收合格后,即可进行管道基础的施工。对于混凝土基础,要按图纸设计要求的尺寸和标号、中心线等施工,一般情况下采用商品混凝土;图纸设计也有砂石基础,对砂石基础施工时人工整平后应用平板夯机夯实?br />   4、管材安装管沟开挖结束前就可考虑将管材运进工地,管材进入工地要仔细检查有无裂缝和孔眼漏洞,由施工方材料员对产品的质量进行验证,进场的管子必是经过实验室批量检验合格并取得检验合格报告的产品,否则,进场的管材不可使用,进行退场。下管前要仔细检查条基中心线、边线、井基等尺寸和高程是否符合图纸要求。值得一提的是,两管接口处安装时因挤压而造成管内接口部位必有3厘米左右沙浆凸出接缝,若不及时处理将会造成流水断面减少,影响流速影响排水通畅,极易造成杂物堆积和堵塞现象。为此,每安装一根管都必须将挤出凸起的沙浆搞平,并且认真清除管内杂物,特别注意管道内决不允许有漏水积水和倒流水的现象发生?br />   5、浇筑混凝土检查井挖沟时将检查井的开挖尺寸挖到位,井周围预留工作宽度,随后让测量人员确定中心位置,并定好木桩,经测高程正确无误后可进行混凝土检查井基础施工,混凝土检查井有钢筋,制作时应参照检查井制作标准图集。特别要注意不同管径的管底高程与井底高程的连接容易出错。管材放稳调直管线管口,高程正确即可进行检查井施工。特别注意如果水位高时,沟槽开挖就有水,应采取降水处理,用泵抽水,以保证干槽施工。侧墙外围模板支护时考虑到经济原因可以采用砖模施工,浇筑时要用土护住砖模外壁,浇筑混凝土时要用振捣棒振到位,但也不要强振?br />     第五闭水试验及管坑回?br />     闭水试验<br />     闭水试验的管段,应仔细检查每根管材是否有沙眼裂缝,管口接口处是否严密,若不符合质量要求可用M10的防水砂浆修补,有渗水部位可调水泥浆刷补填死。闭水管段不必急于回填,闭水试验合格后再回填?br />     第六沟槽回填<br />     管沟回填管顶50cm内回填,又称管腔回填,按设计要求该处回填中粗砂,不得填入大于100mm的石块或砖块等杂物。管腔压实度要求87%以上。回填时沟内不得有积水,不得使用腐植土、垃圾土和淤泥等。为此要求在施工时必须认真地对照设计要求? </p></p> </div> <div class="pagess"> <ul><div>上一?<a href="29.html">武汉水泥制管厂家告诉您工业排水管架怎么样设?/a></div> <div>下一?<a href="27.html">武汉水泥管厂家分享排水管道安装方?/a></div> </ul> 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