给排水施工组织设计 毕业论文 32页

'河南工业职业技术学院HenanPolytechnicInstitute毕业设计（论文）题目给排水施工组织设计班级姓名指导教师 说明：一、毕业设计（论文）要求：1.毕业设计（论文）必须打印或者用钢笔书写，且符合下列次序：（1）毕业设计（论文）题目（2）目录（3）内容提要（200字左右，提倡用英文书写）（4）引言（5）正文（6）参考文献（7）附录。2.文字通顺，语言流畅，书写工整，无错别字。3.绘图要求整洁，布局合理，线条粗细均匀，圆弧连接光滑，尺寸标注规范，文字注释必须用工程字书写，提倡用计算机绘图。4.曲线图表要求用曲线、图表、线路图、流程图、程序框图、示意图等不准徒手画，必须按国家规定标准或工程要求绘制。5.毕业设计说明不少于15000字，毕业论文不少于6000字。二、毕业设计（论文）成绩评定：毕业论文和答辩成绩采用五级分制：优秀、良好、中等、及格、不及格。毕业设计成绩由答辩小组结合毕业论文、答辩成绩采用五级分制综合评定。 摘要通过编制一份详细的施工组织设计，强调给排水工程施工在整个工程中的重要性。通过实例，简单概述了施工组织的内容及编制过程，指出施工组织设计是针对每个工程的，应根据每个工程的特点编制切实可行的方案。关键词：施工组织设计给水排水系统32 目录1、施工组织设计的编制依据71.1本工程的设计依据71.2施工组织的编制依据72、工程概况72.1建筑概况72.2结构概况72.3给排水系统82.4采暖系统83、施工管理及劳动力组织83.1施工管理机构设置83.2项目组织管理83.3施工管理注意事项94、施工机械的选择与主要的配备95、施工准备105.1技术准备105.2劳动组织准备105.3施工机械准备115.4物质准备115.5施工现场准备1132 6、施工部署和施工方案126.1总体施工程序126.1.1土建施工总体安排126.1.2安装施工总体安排136.2主要分部分项工程施工方法136.2.1给排水系统136.2.2消防系统216.2.3雨水系统216.2.4采暖系统227、施工进度计划228、工程质量、工期保证措施238.1工程质量238.1.1工程质量管理目标238.1.2质量管理制度238．2工程工期248.2.1工期组织原则248.2.2工程工期保证措施249、安全生产、文明施工的目标及保证措施259.1安全生产、文明施工目标259.2安全生产保证措施259.2.1组织保证259.2.2严格执行安全管理制度2532 9.3文明施工管理269.4施工现场安全消防措施279.5环境保护措施2710、施工现场总平面布置图29参考文献29致谢3032 1、施工组织设计的编制依据1.1本工程的设计依据a.XXXXXX工程管理有限公司提供的招标文件b.XXXXXXX建筑设计有限公司的设计图纸c.现行国家规范标准、河南省、焦作市有关现行标准、规范及设计图纸要求执行的技术规范d.甲方提供的设计委托书、上级主管部门批准的立面方案、建筑专业提供的设计条件图1.2施工组织的编制依据河南省工程建设《05系列建筑标准设计图集》0571《建筑结构荷载规范》（GB50009-2001）《混凝土结构设计规范》（GB50010-2002）《建筑地基基础设计规范》（GB50007-2002）《建筑给水排水设计规范》（GB50015-2003）《住宅建筑规范》（GB50368-2005）《建筑给水排水及采暖工程施工质量验收规范》GBJ50242-20022、工程概况2.1建筑概况本工程为焦作市西城家园会所工程，建设用地位于焦作市新园路与普济路东南角地块内。本工程为3层综合楼；建筑物高度11.70米，总建筑面积为3558.00平方米。2.2结构概况（1）墙体：外墙墙体材料采用M10砂浆砌筑KP1多孔砖，外墙370mm，内墙240mm，隔墙120mm，外墙外贴60mm聚苯板保温。（2）屋面：采用聚苯板保温，保温层厚度115mm，4mm厚sbs改性沥青防水卷材。（3）本工程的混凝土结构的环境类别：室内正常环境为一类，室内潮湿、露天及与水土直接接触部分为二类b。（4）外装修：外立面采用涂料墙面，局部采用外墙砖。32 2.3给排水系统生活给支水管采用PPR管（S3.2），专用管件热熔连接；给水立管及引入管采用钢塑复合管，丝口连接。排水管采用PVC-U实壁塑料排水管，承插式胶粘剂粘接。雨水管采用给水PVC-U管，承插接口粘接。卫生间采用PVC-U普通地漏，地漏蓖顶低于地面5mm，地面坡度必须坡向地漏。2.4采暖系统入户及管道井采用焊接钢管户内采用ppr塑铝稳定管，采用钢制柱形散热器，型号为gz305.3、施工管理及劳动力组织3.1施工管理机构设置施工过程中，在不折不扣做好每个分项工程的同时，如何做好与土建施工的合理衔接是确保工程质量，加快施工进度的关键。3.2项目组织管理姓名职称职务工程师项目经理工程师技术总负责人助理工程师土建负责人助理工程师水暖负责人助理工程师质检员助理工程师安全员技术员材料员技术员资料员技术员预算员助理经济师经济负责人会计师财务负责人选用素质高，具有专业技术水平和丰富施工经验的工人从事安装施工。每天工作时间饱满，施工特殊时期积极组织进行抢工期施工，以保证施工进度。在施工过程中以电工、管道工为主，其余工种配合施工。32 3.3施工管理注意事项1、根据工程管理的需要，坚定不移地健全机构和人员配置。只有如此，能可能对工程管理工作进行细分，加强管理的广度和深度。2、管理工作以职责细分为前提。在细分之后，各级人员据此各自开展工作并进行相互协作，领导也可据此对管理人员的职责行为进行判别考核，并协调平级之间、上下级之间的工作纠纷。3、以制度、合同为准绳，规范内部及供货商之间的关系，使相互调控的尺度明确而严厉，杜绝拖拉、扯皮现象。4、整个工程的管理工作以工程项目进度、质量为核心，一切问题的考虑都围绕将工程最快最好建成进行。5、向业主提供严格按合同承诺的管理和服务，服从监理的监督和管理。6、严格按照合同加强同业主的联系，按时向业主提交各种报告、图纸、样品和其它资料，并及时将业主指示贯彻到施工的每个环节中去。7、在健全人员配备的基础上，加强对劳务单位的控制细度和力度，将其它方面纳入总承包方的预设轨道，从而协调有序地完成按时优质交工目标。8、加强对管理者本身的管理，把对项目部各方面各级管理人员的管理当作一项单独而重要的管理工作来抓，确保管理机构本身的效率与活力。9、充分发挥各级人员的作用，重视和加强文档的起草、分类、管理和传输工作，确保信息畅通，证据充分。10、配置和充分应用先进的通讯、微机软件辅助管理工具，提高工作效率。11、积极做好与建设、监理单位的配合工作。4、施工机械的选择与主要的配备序号机械或设备名称型号规格数量额定功率（kw）用于施工部位进场日期出场日期1挖掘机wy-1002100基础5.16.32灰浆搅拌机jf350222结构5.19.253搅拌站xk-3162137结构装修4.289.254汽车起重机qy16b1154全过程5.510.255推土机t1-1002100全过程4.2310.2532 6装载机zl502132全过程4.2110.257发电机1120全过程5.610.258卷扬机jjm5811全过程5.1510.259自卸汽车三友4全过程4.2810.2510电焊机长城430全过程5.810.2511翻斗车fa101427全过程4.2210.2512平板振捣器83结构5.59.2513插入式振捣器zn5082.6结构5.59.2514钢筋切断机gj5-4024.5结构5.59.2515钢筋弯曲机gw-4023结构5.59.255、施工准备5.1技术准备（1）组织专业人员认真熟悉图纸，领会设计意图，根据施工方案决定的施工方法，配合图纸会审的相关的内容作好准备工作。（2）针对本工程特点进行质量策划，编写工程质量计划，制定特殊工序、特殊工序、重要工序的控制措施。（3）依据施工组织设计，编写分部，分项组织工程施工技术措施，做好技术交底，指导工程施工。（4）认真做好工程测量方案编制，做好测量仪器的校正工作。（5）编制施工预算，提出主要材料的用量计划。5.2劳动组织准备根据实际情况，以避免窝工为原则，灵活选择依次施工、流水作业、交叉作业等施工组织形式，同时搞好分项图纸审查及有关变更工作，确认无误，再行施工，避免返工。安装过程中应按照先难后易，先大后小的施工方法和遵守小管让大管，电管让水管，水管让风管，有压管让无压管的配件原则。分项（分层或分区）施工完毕，随即进行管道试压，经自检合格，得到业主（或委托方）和质检部门检查确认后，进行分项（分层或分区）移交作业面给装饰专业，同时配合装饰专业进行管端各类器具安装。系统施工完毕，最后进行严密性试验和系统调试工作。劳动力配置由专业工长或技术根据分项工程工期和现场条件实施动态管理，以不影响单位工程总体进度为原则，按时完成系统安装为目标。单位劳动力配置比例为管工：焊工：辅工=3：1：1进行。32 5.3施工机械准备根据施工机具的配置计划合理安排进退场时间，按施工平面图布置定位,以便联合体落实性能良好、满足施工要求的机械设备和工具，按时进场、退场。管理部下设设备管理员和机械维修班。设备管理员负责编制各类机械设备的安全操作规程，并做好各类设备的技术交底工作，确保设备的安全操作、正常使用和文明施工。进场设备建立设备台帐，对设备落实专人进行保管，各保管人员在项目设备管理员的领导下进行设备日常的安全检查、维护保养工作，定期对设备进行检查、盘点，掌握现场使用设备的完好情况，保证不因设备原因影响工程施工。5.4物质准备工程在材料的使用上，应提前1个月报出相应计划。对于材质的要求，各种进场材料必须符合国家或部颁标准有关质量技术要求，并有产品合格证明和检验报告，还应做好对不同材料的进场检验和试验工作。对于影响到施工安装进度重要的施工材料的采购，在施工安装前项目部要主动联系厂家确定进货具体时间，以便对人力资源作出相应的安排，力争材料随到随运，避免因材料到货的滞后造成进度拖延。项目部和专业班长，预先提出需用工程材料计划，并根据施工进度安排，提出阶段性材料需用计划，明确材料进场时间，物料采购组按时组织合格材料进场，满足施工需要。5.5施工现场准备(1)清除障碍物施工场地内的一切障碍物，无论是地上的还是地下的，都应在开工前清除。对于房屋的拆除，一般只要把水源、电源切断后即可进行拆除。(2)三通一平三通一平指的是在建设工程场地上接通供水、供电管网，修通道路和平整好场地。七通一平的标准，即通上水、下水、电力、电信、煤气、热力、道路和场地平整。(3)平整场地平整场地之前，首先应清除地上及地下的一切障碍物。平整场地应根据建筑设计总平面图确定的标高，通过高程测量，计算出挖土、填土数量；根据设计需要和施工条件，组织人力和机械进行平整工作。平整时，要根据挖与填的土方平衡调配设计方案进行，指定弃(取)土地点。平整场地中的挖方量与填方量应尽可能取得平衡，以此计算平整场地的工程量。(4)临时道路布置32 场外道路充分利用现有道路，施工场地内修筑施工道路并进行路面的硬化，修筑临时道路，包括现场内和现场至正式运输干线的道路。主干线结合用就行道路布置建筑，施工期间仅修筑路基和垫层铺设简易碎石面层，竣工后再修正式路面。（5）施工临时用电施工电源按建设单位指定电源接入，施工用电按机具设备的分布情况合理布置临电线路。临电采用三相五线接零线保护系统供电，按三级配电二级保护的原则进行临电布置，总控制箱内设置空气开关、漏电保护器，电力电缆眼电缆沟引致各分控配电箱，用电控制方式为放射式输出，电源用线：总箱至分控箱采用金属铠装电力电缆，分控箱至设备箱采用聚氯乙烯绝缘、聚氯乙烯护套型电力电缆。为防止临时停电，现场配备一台120kw发电机组。6、施工部署和施工方案6.1总体施工程序质量目标：合格工期目标：天安全文明施工目标：确保安全生产、创建文明工地施工部署：签订施工合同，测量放线。落实项目部有关人员到位，做好各有关准备工作，组织图纸会审，编制施工方案安排办公场所及工人宿舍。布置临水临电，修筑临时道路。准备施工机械。安排机械进厂到位。筹备施工工具及材料并及时按计划进场。施工组织总体部署是以土建为主，水电、综合布线、消防、设备安装配合施工。整个工程的工期主要分为土建的基础施工工期、主体结构工期和装饰施工工期三阶段。按分布控制工期，通过平衡和调度，确保按计划工期组织施工。6.1.1土建施工总体安排本工程为三层综合楼。因此主体施工划分两个施工段。每一流水段的现浇住砼工程结束后，其洒水养护工作应及时跟上，不得间断，以确保砼结构的早期强度值能稳定的增长，同时严格组织和控制各个流水段之间，施工中的技术间歇时间和组织间歇时间，以缩短主体工程施工阶段的工期。按先地下，后地上，先主体，后围护，先粗装修后精装修的原则组织施工，基础土方采取整体满槽机械挖方，人工清理基底。基础施工不划分流水作业施工段，一次性整体完工。及时进行结构验收，尽早形成工作面，柱、墙模板的配置考虑使用5-6次。特别屋面混凝土的施工按照要求不留设施工缝。在工程施工时，要安排好各工序搭接的同时按照工序需要好所需要作好所须资源的全面就位。32 水电、设备等预留、预埋安装时，要紧密配合土建施工进度，积极组织穿插交叉作业，做好水、电管线的预埋预留工作，在装修阶段做好安装调试工作。6.1.2安装施工总体安排安装工程施工穿插在土建施工中，工期严格执行土建的工期安排，严格按全过程管理体系标准组织施工。结构施工阶段：安装部分配搞好电气管线的预埋工作，防雷接地系统的施工、并做好测试纪录，水施部分的留洞，各种套管的预埋。油漆施工阶段：电气和水施配合土建进度安装各种用电器具，卫生洁具和各种设备，按图纸和规范要求进行各种系统的调试工作，迎接有关部门的验收。6.2主要分部分项工程施工方法6.2.1给排水系统6.2.1.1管道安装的主要内容支吊架的制作安装，干、立支管的安装，阀门安装，管道防腐与保温。管道安装工程各道工序应严格按照施工图纸的技术要求、国家标准施工通用图集以及施工工艺标准的有关规定进行施工，认真执行公司《质量手册》及相关程序文件的规定，保证安装施工顺利进行。管道安装工程安装顺序:给排水管道安装顺序：从下向上进行施工，主管→干管→支管→试压→油漆→保温→与设备连接。6.2.1.2给水系统a.安装流程施工准备支架制安干管安装支管安装水压试验管道冲洗消毒检测调试阀门安装水箱安装水泵安装水箱满水试验b.安装方法（1）施工准备：安装前认真熟悉图纸，根据施工方案确定的施工方法和技术交底的具体措施做好准备工作。参看有关专业设备图和装修建筑图，核对各种管道的坐标、标高是否有交叉，管道排列所用空间是否合理，有问题时及时与设计有关人员研究解决，办好变更洽商记录。32 （2）预制加工：按设计图纸画出管道分路、管径、变径、预留管口，阀门位置等施工草图，在实际安装的结构位置做上标记，按标记分段量出实际安装的准确尺寸，记录在施工草图上，然后按草图测得的尺寸预制加工。（3）干管安装：在干管安装前将管壁及接口处用砂布清扫干净，联接的对口间隙应不小于2mm，找平找直后，将管道固定，管道拐弯和始端处应支撑顶牢，防止轴向移动，所有管口应随时封堵好。本工程的给水管道主要施工方法有热熔连接（DN≤65纳米抗菌不锈钢塑料复合管）、法兰连接（DN＞65纳米抗菌不锈钢塑料复合管）、电焊焊接（消火栓管道）、丝扣连接（钢塑复合管）。①管道丝扣连接套丝时必须按规定选用电动套丝机或手动绞扳。套丝时按规范操作，丝扣外表应光滑、整洁，并有一定的锥度。丝扣不宜过短，否则在使用过程中，容易造成脱丝而导致管道丝扣漏水；管道丝扣的断丝或缺丝，不得大于螺纹全扣数的10％。管道的丝扣长度应符合下表要求，以管道连接后，丝扣外露2-3扣为宜。安装完毕后，去掉丝扣外露麻丝，擦净铅油，并做好外露丝扣的防腐工作。丝扣连接的管道，严禁有歪丝现象发生，如由于机具的原因，则需重新套丝；如因管件的原因，则需更换管件。管道螺纹连接时，在上紧螺纹管件时，应按管件的旋紧方向一次装好并不得倒回,以保证接口的严密性。②管道焊接管道采用焊接连接时，若管壁厚度≤4mm，可进行对焊，但中间必须留有1～2mm的间隙；若管壁厚度>4mm时，管道焊接时必须进行开坡口焊接。管道焊口的允许偏差应符合要求。管道进行坡口处理时，常用“V”型坡口，坡口的角度、宽度应符合规范要求，以确保焊接质量。管道的对口焊缝处及弯曲部位严禁焊接支管，接口焊缝距起弯点支、吊架边缘必须大于50mm。焊接时，焊口应平直，焊波应均匀一致，焊缝加强面应符合施工规范规定。焊口表面无烧穿、裂纹、结瘤、结渣、气孔和夹渣等缺陷。焊接完毕后，应及时对焊缝进行防腐处理。③法兰连接（管道与法兰阀门连接）管道与法兰进行连接时，应将螺纹部分、密封面、密封垫片上垃圾应清理干净。法兰平面应与管道中心线垂直，当公称直径≤50mm时，不垂直度偏差应<1mm；当公称直径>50mm时，不垂直度偏差应<1.5mm。法兰盘之间的连接衬垫，一般给水管(冷水)采用厚度为3mm32 橡胶垫，供热管道应采用厚度为3mm的石棉橡胶垫。垫片与管径同心，不得放偏，不得加双层垫或对好法兰后向里塞衬垫。法兰的厚度及法兰上的螺栓孔的孔数、个数应与法兰的公称压力一致，法兰连接的螺栓的直径应符合规范的要求。用板手上紧螺栓时，应按十字形顺序进行拧紧每个螺母，用力应均匀一致，宜分两至三次完成。拧紧后的螺栓两端外露长度应一致，且不少于两扣螺纹，不大于螺栓直径的一半。④热熔连接生活冷水管道采用无规弓聚丙乙烯管材，当DN＞65mm时采用热熔连接。给水管道的走向、标高及座标等应满足设计要求，且符合施工规范的要求，在组织施工过程中，应采取以下技术措施：热熔连接技术措施：纳米抗菌不锈钢塑料复合管的连接通过熔接器热熔连接。常用的热熔器有二种规格，即φ20～φ63mm、φ75～φ110；管道热熔连接前，先把热熔器的加热模头安装好，然后通电开机，将管材和管件同时无旋转推进熔接器模头内，待温度达到260±50C时，立即把管材和管件从模头上同时取下，迅速无旋转地直线均匀插入所需的深度，使接头开成均匀凸缘。管道热熔时间、热熔深度及冷却时间应满中下表要求：公称直径（mm）热熔深度（mm）加热时间（s）加工时间（s）冷却时间（s）201454325167433220844402112645022.51865752630108（4）阀门安装应与管道中心线垂直，操作机构灵活准确；（5）管道垂直度允许误差为1.5mm/m，全长大于5m的管道，误差不超过10mm，水平管道纵横方向的弯曲，全长25m以上为25mm，成排管段和成排阀门，在同一直线上允许误差为3mm,间距为13mm。（6）卫生间防水套管应比地台高出5mm，卫生间地面配合土建作注水试漏。（7）立管明装：每层从上至下统一吊线安装卡件，将预制好的立管按编号分层排开，顺序安装，对好调直时的标记，校核预留甩口的高度、方向是否正确。支管甩口均应加好临时封堵，立管阀门安装应便于操作和修理。安装完后用线坠吊直找正，配合土建堵好楼板洞。　（8）立管暗装：竖井内立管安装的卡件宜在管井口设置型钢，上下统一吊线安装卡件。安装在墙内的立管应在结构施工中预留管槽，立管安装后吊直找正，用卡件固定。支管的甩口应露明并加好临时封堵。（932 ）支管明装：将预制好的支管从支管甩口依次逐段进行安装，有阀门时应将法兰卸下再安装，根据管道长度适当加好临时固定卡，核对不同卫生器具的冷热水预留口高度、位置是否正确，找平找正后栽支管卡件，去掉临时固定卡，上好临时封堵。支管如装有水表先装上连接管，试压后在交工前拆下连接管，安装水表。（10）支管暗装：确定支管高度后画线定位，剔出管槽，将预制好的支管敷在槽内，找平找正定位后用勾钉固定。（11）管道试压：铺设、暗装的给水管道在隐蔽前做好单项水压试验。管道系统安装完后进行综合水压试验。水压试验时放净空气，充满水后进行加压，当压力升到规定要求时停止加压，进行检查，如各接口和阀门均无渗漏，持续到规定时间，观察其压力下降在允许范围内，通知有关人员验收，办理交接手续。然后把水泄净，被破损的支架或管道要做好防腐处理，再进行隐蔽工作。生活给水管道的水压试验应符合规范要求，一般不大于10kgf/cm2，且不小于6kgf/cm2。水压试验时，先进行强度试验。先把系统注满水，并排净系统内的空气,用手动或电动压泵对系统进行加压至试验压力(为工作压力的1.5倍)，以10分钟内压降不大于0.05Mpa为合格。强度试验合格后，再进行严密性试验。把系统压力降至工作压力，并作外观检查，以接口处不渗不漏为合格。系统水压试验合格后，对管道系统进行冲洗，冲洗应用自来水连续进行，并保证有足够的压力和流量，以管道末端的出水口处水质与入口处水质一致为合格，冲洗洁净后办理验收手续。管道试压程序：1）连接试压泵：一般连在首层或室外管道入口处。2）试压前，封堵各敞口处，关闭入口总阀门和所有泄水阀、门，打开各分路及主管和系统最高处的放风阀门。打开水阀门，往系统内系水，满水后放净空气，并将阀门关闭。3）开泵开压至试验压力，检查试压系统，如有漏水处应做好记录，修理后重新打开直至合格。试压合格后，拆除试压水泵，切除水源，并把管道内的水泄净。（12）管道冲洗：管道在试压完成后即可做冲洗工作，冲洗应用自来水连续进行，应保证有充足的流量。冲洗洁净后办理验收手续。（13）管道防腐、消毒：给水管道铺设与安装的防腐均按设计要求及国家验收规范施工，所有支架及管道法兰破损处要补刷防锈漆，质量达到国家验收规范标准。管道经消毒后要将水样送市自来水公司进行水质检验，必须有合格的水质检验报告才能投入使用。6.2.1.3排水系统a.安装流程:32 预埋预留支架制作安装给水干管、支管安装给水支管安装管道分段试压管道分段冲洗系统调试系统冲洗、消毒验收交工配水卫生器具安装系统接驳系统试压、冲洗T停止点b.管道安装方法：（1）预制加工：根据图纸要求并结合实际情况，按预留口位置测量尺寸，绘制加工草图。根据草图量好管道尺寸，进行断管。断口要平齐，用铣刀或刮刀除掉断口内外飞刺，外棱铣出15度角。粘结前应对承插口先插入试验，不得全部插入，一般为承口的3/4深度。试插合格后，用棉布将承插口需粘结部分的水分、灰尘擦拭干净。如有油污需用丙酮除掉。用毛刷涂抹粘结剂，先涂抹承口后涂抹插口，随即用力垂直插入，插入粘结时将插口稍作转动，以利粘结剂分布均匀，约30秒至一分钟即可粘结牢固。粘牢后立即将溢出的粘结剂擦拭干净。多口粘结时应注意预留口方向。（2）干管安装：首先根据设计图纸要求的坐标、标高预留槽洞或预埋套管。埋入地下时，按设计坐标、标高、坡向、坡度开挖槽沟并夯实。采用托吊管安装时应按设计坐标、标高、坡向做好托、吊架。施工条件具备时，将预制加工好的管段，按编号运至安装部位进行安装。各管段粘结时必须按粘结工艺依次进行。全部粘结后，管道要直，坡度均匀，各预留口位置准确。安装立管需装伸缩节，伸缩节上沿距地坪或蹲便台70～100mm。干管安装完后应做闭水试验，出口用充气橡胶堵封闭，达到不渗漏，水位不下降为合格。地下埋设管道应先用细砂回填至管上皮100mm，上覆过筛土，夯实时勿碰损管道。托吊管粘牢后再按水流方向找坡度。最后将预留口封严和堵洞。（3）立管安装：首先按设计坐标要求，将洞口预留或后剔，洞口尺寸不得过大，更不可损伤受力钢筋。安装前清理场地，根据需用支搭操作平台。将已预制好的立管运到安装部位。首先清理已预留的伸缩节，将锁母拧下，取出U型橡胶圈，清理杂物。复查上层洞口是否合适。立管插入端先划好插入长度标记，然后涂上肥皂液，套上锁母及U型橡胶圈。安装时先将立管上端伸入上一层洞口内，垂直用力插入至标记为止（一般预留胀缩量为20～30mm）。合适后即用自制U型钢制抱卡紧固于伸缩节上沿。然后找正找直，并测量顶板三通口中心是否符合要求。无误后即可堵洞，并将上层预留伸缩节封严。（4）支管安装：首先剔出吊卡孔洞或复查预埋件是否合适。清理场地，按需要支搭操作平台。将预制好的支管按编号运至场地。清除各粘结部位的污物及水分。将支管水平初步吊起，涂抹粘结剂，用力推入预留管口。根据管段长度调整好坡度。合适后固定卡架，封闭各预留管口和堵洞。32 （5）器具连接管安装：核查建筑物地面、墙面做法、厚度。找出预留口坐标、标高。然后按准确尺寸修整预留洞口。分部位实测尺寸做记录，并预制加工、编号。安装粘结时，必须将预留管口清理干净，再进行粘结。粘牢后找正、找直，封闭管口和堵洞。打开下一层立管扫除口，用充气橡胶堵封闭上部，进行闭水试验。合格后，撤去橡胶堵，封好扫除口。(6)管道支架安装：管道支架设置的高度和间距，应符合设计要求和施工规范的要求。支架的尺寸和型式应根据现场实际情况确定，支架上孔眼应采用钻床进行开孔，严禁使用电、气焊进行开孔。支架上孔眼的孔径比所穿螺栓直径大1～2mm为宜；支架上飞边毛刺要及时打磨掉，其端头要进行倒角处理。支架上焊缝要饱满且无夹渣，除埋入砼中的部分外，应及时刷防锈漆做好防护处理。支架安装时，成排支架一定要先放线后安装，并确保同层支架高度一致。立管支架一般要求以1.5～1.8m为宜。层高5m以上，平均设置两个管卡。对干、立管支架安装定位,应考虑布置美观，管道支架的最大间距应符合下表的要求。公称直径（mm）DN25DN32DN40DN50DN80DN100DN150支架间最大距离（m）保温管道2.02.53.03.04.04.56.0不保温管道3.54.04.55.06.06.58.0管道支架在梁上安装时，膨胀螺栓位置应处于梁的中线以上，这样可以使管道对梁的外力，不落在梁弯矩最大的地方，管子与支架抱箍必须牢固美观，且接触紧密。（7）阀门安装普通阀门安装前应以每批(同牌号、同规格、同型号)按10％抽验，且不少于一个。如有漏裂不合格的，再抽查20％，仍有不合格的则逐个试验；主管道及总管道起切断作用的阀门必须每个做耐压和严密性试验，合格后才能安装。阀门的强度试验压力为阀门公称压力的1.5倍,严密性试验压力为阀门公称压力,试验时间少于5分钟,以壳体、填料不渗不漏为合格。阀门的安装位置，进出口方向应正确，连接牢固、紧密，启闭灵活，手柄朝向合理，表面洁净。阀门的手轮在安装时应卸下，交工前统一安装好。在进行阀门的安装时，一定要注意止回阀、截止阀、水流指示器等阀体上箭头方向，确保水流方向与阀体上箭头方向一致。安装螺纹阀门时，一般在阀门的出口处加设一个活接头，以满足日后维修的需要。阀门在安装完毕后,竣工验收前,根据规范要求,做好各类管道上阀门的颜色标记。(8)管道保温工艺流程：散管壳→合管壳→缠裹保护壳→检验保温管与管道间严密无间隙。32 管道所需的保温材料应与设计要求一致，材料的厚度和密度符合规范要求规定。管道在保温前应做好防腐处理和水压试验，经检验合格后，方可进行保温工作。有保温要求的法兰、阀门、伸缩器等，应作特殊处理。保温管应确保表面光滑、平整，外观美观。(9)卫生洁具安装卫生洁具安装的工艺流程：安装准备→卫生洁具及配件检验→卫生洁具安装→卫生洁具配件预装→试漏→卫生洁具稳装→卫生洁具与墙→地缝隙处理→卫生洁具外观检查→通水试验卫生器具的安装按下列施工程序进行：卫生器具的安装在室内装修工程施工之后进行。其给水管和排水管的甩口位置要准确；b、根据预安装的卫生器具的尺寸划线定位，将浸好煤焦油的木砖，嵌入墙内，使木砖表面略低于墙面抹灰层；c、卫生器具的铜活预装配后，应根据需要进行试水，将需要率先与卫生器具连接着的配件全部装好，装配电镀铜活时，不直接使用管钳子，方口配件使用活搬手；d、将外观检查合格的卫生器具按着划线的位置用木螺丝固定在墙上或稳装在地面上，木螺丝加胶皮垫，如果卫生器具安装在混凝土墙壁上，采用冲击电钻钻孔，用膨胀螺栓固定；e、各种卫生器具的安装高度符合设计要求；f、连接卫生器具的给水接口和排水接口，安装带有溢水装置的卫生器具的排水时，要将排水口的溢水孔眼对准卫生器具的溢水口。g、在同一房间的同一系统中，不安装不同类型的阀件、器具和设备；h、不带存水弯装置的卫生器具和生产污水集水器，接往生活污水管网时，必须使用单独的存水弯；j、铸铁地漏安装在楼板内时，在边缘接缝处保证不渗漏；k、地漏应安装在不透水地面的低处，其蓖子顶部应比净地面低5—10mm。(10)便器安装：便器安装程序如下：a、定位修整：按图要求核对坐便器安装位置和坐便器及低水箱规格、型号、排水甩头和给水甩头的管径、座标及标高，尺寸不符合就要进行调正，将修整打出的孔洞，用细石混凝土灌严，密实，将损坏的防水层修补好；b、裁设地木砖或设置膨胀螺栓：根据坐便器的固定孔位置和排水管甩头的中心位置，在地面找平层上钻眼裁膨胀螺栓或裁牢固定便器的防腐木砖，木砖上表面与装饰前的地面一平；c、根据低水箱要求安装高度和固定孔的位置，准确的钻孔，安膨胀螺栓，螺栓高出装饰后墙面25mm；d、装设低水箱配件：配件须经检查合格，配件与水箱连接处用胶皮板做垫固定好，装完后灌水试验，各连接处不渗漏为合格；32 e、便器安装：便器下部和低水箱背部装饰层已完，把合格的便器和低水箱进行安装。安装坐便器时，用油灰将排水管甩头周边与便器排出管周边封严，将便器调正找平，用4个木螺丝以圆形铅板把便器固定在预裁的木砖上或固定在膨胀螺栓上。安装低水箱时，将标高位置和平整度找准，水箱背面垫上胶板垫，用垫胶皮板的螺栓，把低水箱固定在木砖或螺栓上，以不动平整为合格。f、冲洗管安装：冲洗管套上胶圈、锁紧螺母，压盖，连执着低水箱出水口配件和便器进水口，安装紧固后的冲洗管要平、直稍坡便器；g、进水管安装：用弯头、进水角阀、活接头、管箍连接的甩头和低水箱进水配件，安装后的进水管必须横平竖直，接口严密不渗漏。（11）排水试验：排水管道的隐藏工程在隐蔽前应进行罐水试验。雨水管道隐蔽部分做灌水试验，雨水系统安装完毕后。应对系统进行灌水试验。1)灌水试验a.灌水试验标准：埋设排水管道以一曾地面高度为准，雨水管道一雨水漏斗高度为准。b.灌水试验的程序：灌水试验前将排水出户管堵严，然后向系统灌水，灌满水15分钟后，再灌满水，观察５分钟水位不降不合格。2）排水管道通球检验a.检验范围：排水出户管，排水立管。b.通球检验程序：一般在通水试验后进行，用相当于被检验管断的起段管径四分之三的空心胶皮球从排水管顶端投入，同时注入一定量的水，以球顺利从出户检查井排出为合格。3)系统冲洗a.管道系统的冲洗应在管道试压合格后，调试前进行，采用自来水对系统进行冲洗。b.系统冲洗程序：先冲洗给水管道系统底部干管，后冲洗各环的支管，直至全部清洗完毕。c.管道冲洗应选择在给水入口接入临时供水，由底层放水引至排水井或排水沟内，出水口处的管径应比被冲洗管径小1#V≮1.5m/s，直至出水口出的水色和透明度与入口处一致为合格。d.系统冲洗前应将管路上的过滤装置，有关阀门，仪表卸掉，直至冲洗合格后再装上。e.系统在使用前应用含20—30l/L的游离氯水灌满管道进行消毒，含氯水在中应留至24h以上，消毒完毕后再用自来水对系统进行冲洗。4)Ｂ系统调试a.32 系统调试是在全部干、立、支管安装完毕后进行的综合试验，其主要过程为，系统通水检验和送水调试工作。b.系统调试前编制调试方案，分部分段地调试，最后进入全面调整，各关键部位：入泵房、阀门等处应设有关人员监视，直至投入运行。c.向给水系统供水，调整供水系统，使其压力，水质符合设计要求，热水系统可供与热水压力相同的冷水。d.检查各排水系统，均应与室内外排水系统接通，并可以向室外排水。e.检查排水系统各排水点卫生器具，清除污物。f.检查室内给水系统，按设计要求同时开放的最大数量配水点是否达到额定流量。g.室内排水系统，按给水系统1/3配水点同时开放检查各排水点是否畅通，接口处有无渗漏。h.在试验过程中，如发现问题，应及时调整和修理，直至符合要求为止。通水试验后，如暂不使用，应将系统内存水放净，清除器具内及存水弯处积水。6.2.2消防系统1、本设计室内消火栓系统为枝状管网，两条进水管与室外消防给水管网连接，室内消防系统的压力为0.2Mpa.2、室内消火栓口径为：DN50，水枪口径为16mm衬胶消防水龙带长L=25m,室内消火栓按oss4-11甲型明装，栓口离地面高度为1.10m。3、灭火器配置：.建筑物耐火等级为二级，A类火灾，灭火器配置场所的危险等级为中危险级，各灭火器配置点均设置3kg干粉（磷酸铵盐）二具。4、室内消防栓系统安装完毕后应作试射试验，检验方法见GB5024-2002第4，3，1条。5、主体结构已验收，现场已清理干净，管道安装所需的基准线已测定并标明，如吊顶标高、地面标高、内隔墙位置线等，设备基础经检验符合设计要求。管道安装：消火栓系统管道采用焊接钢管，焊接连接。焊接钢管外刷樟丹防锈漆两道，明装管道外刷银粉两道。阀门采用蝶阀，全部在施工时一次安装，管道采用墙内栽角钢U垫管卡固定。管道安装完毕进行水压试验，试验压力1.4MPa，室内消火栓系统交付使用前进行管道冲洗。6.2.3雨水系统屋面雨水采用重力流系统，雨水斗采用87型雨水斗。雨水管采用给水PVC-U管，承插接口粘接。施工方法：水系统采用焊接钢管焊接，其安装在结构完成后逐一进行。安装完成后做好闭水试验。32 6.2.4采暖系统1)施工前准备；检查施工所需水电，查看设计图纸、施工材料、工具等是否具备。2)校对设计图纸和现场情况，例如：热源位置；橱柜位置等是否相符，如有不符及时与设计人员、业主沟通调整。3)检查地面是否平整，如不平整请与业主联系，并把地面整平。4)按照图纸标定位置，安装公集水器，预留电源位置。5）清扫地面。6）铺设防潮膜，防止地下潮气返上地面，影响地面结构。7）照设计图纸铺设地暖模块。8）按照图纸盘管，做到尽量和图纸设计保持一致，如需改动，必须征得OLV设计师同意。9）连接管道和分集水器，严格按照管道件连接方法施工，确保正确安装。10）充水清洗管道；打压保压。11）试压结果符合地板采暖技术规程，工程结束。7、施工进度计划根据建筑单位的要求与施工方案的相关部署，制定出如下施工进度计划：32 8、工程质量、工期保证措施8.1工程质量8.1.1工程质量管理目标贯切公司“质量责任重于泰山，顾客满意高于一切”的质量方针，建立健全质量保证体系，贯彻执行ISO9002国际质量标准，坚持质量三检制、样板制岗位责任制。8.1.2质量管理制度（1）加强技术管理，认真贯彻国家规定，操作规程及各项管理制度。明确岗位，组织学习图纸，施工组织设计，做好技术交底工作。（2）加强材料检验工作，建立技术考核制度。（3）项目部对进场材料及施工队伍进行考核，对不合格材料及业务素质低劣的劳务队，项目部不得进场使用。（4）立“百年大计、质量第一”的指导思想，对施工人员进行质量意识培训、学习、提高全员质量意识。（5）格按设计、施工规范及业主、监督的要求，并制定各工序技术质量细则。认真作业，确保每一环节质量符合要求，并制定各种工序技术质量细则。认真作业，确保每一环节质量符合要求。（6）质检员在工地进行跟踪检查，发现问题及时令施工人员整改。在一分部、分项工程完成后，质量部门全面检查，签发质量交岗证，无交岗证者严禁下道工序施工。（7）认真检查预埋件、管线、洞口是否安装牢固、位置准确，杂物彻底清扫干净。(8)设备管道在楼板上的预留洞口要随时根据结构工程施工的步骤，不得随意扩大或事后开凿，穿过楼板的管道遇现浇楼板钢筋时，应按设计要求及规范规定进行施工，管道或穿墙套管定位后采用高一标号的细石砼加膨胀剂浇灌，保证不渗漏。(9)备管道穿过墙体楼板开洞后，在管道穿过前，按规范要求需加套管的加套管并固定牢固，经变更后不用的孔洞，先将基层清理干净后，用高于原结构标号的细石砼浇捣密实，不得有渗漏。(10)技术员要参加测量放线工作，特别是建筑物的轴线、坐标、标高、外墙、等分项工作。(11)各分项工程施工前，要做好技术交底，并认真检查执行情况，做好隐蔽验收工作。(12)施工员、技术员要认真熟悉图纸，领会设计意图，了解施工程序，明确材料做法，结构装饰施工方法。32 8．2工程工期8.2.1工期组织原则根据该工程施工条件,工程在甲方最后确定的总工期目标指导下,对安装工种进行全面的计划与布署。本着以土建提供的施工计划为基础，积极创造安装条件的原则，拟定安装工期。(1)坚持集中力量保重点的原则,集中公司优势力量,在技术、后勤、机具、资金上确保工程的顺利进行。(2)坚持与其它施工单位配合的原则,互创工作面,组织好流水交叉作业与多条平行施工作业，见缝插针安排安装作业。(3)以施工进度网络图为指导,确保网络图中关键线路的工期。在施工中，随实际情况，不断调整网络图的各节点的施工时间，以确保按时完工。8.2.2工程工期保证措施严格按照ISO9001施工管理程序制定进度计划和控制工程质量及进度。项目部经理组成检查小组，半月检查一次工地，严格控制计划进度。公司工程部每周检查一次进度。根据各阶段控制目标按专业工种进行目标分解，按照总体进度目标，分解进度目标，建立进度控制检查制度，落实进度控制、检查调整方式方法。定期举行进度协调会议，对进度的各方面的因素进行分析和预测。建立以项目经理、项目专业工程师、作业队长、施工班组为基础的多级计划执行体系，使施工计划的每一个节点，每一个线路，层层有人管，事事有人问。通过计划落实、检查，以制订、分析、总结的标准化工作方法，使工程进度符合实际要求而不失控。检查各层次的计划，形成严密的计划保证体系。只有将控制点细化到各分区的分项工程中去，才能保证控制点落实的实效性。施工中将有多种施工计划：总进度计划、各区域总进度计划、月进度计划、周进度计划等等。这些计划均是围绕一个总的任务而编制的，在坚持总工期不变的前提下，检查各项计划编排是否合理、衔接是否紧密、计划实施是否具备条件、同时适当考虑计划的超前性。经过严密而充分细致的讨论和分析，然后以计划任务书、施工任务书的形式逐级下达实施。制定项目责任制、签订责任状。从项目经理、专业工程师到作业班组分别制定各自的责任制，签订责任状，定期按计划目标进行考核，奖优罚劣。计划全面交底、安排施工人员全面实施。本工程进度计划的实施是全体工作人员共同的目标，通过项目调度会和各级生产会进行目标交底，使管理层和作业层协调一致，32 将计划变成全体员工的自觉行动，充分发挥各级管理人员主观能动性和全体施工人员的积极性、创造性。层层有计划、人人有目标、事事有人管。9、安全生产、文明施工的目标及保证措施9.1安全生产、文明施工目标安全生产是筑企业永恒的主题，项目部制定安全管理制度，对项目的安全施工进行正常的制度化和规范化管理，也就是执法、守法、按安全法规进行工作，使安全法规变成行为，产生效果，在质量控制的同时加强安全工作的控制。9.2安全生产保证措施9.2.1组织保证我们派驻现场的项目经理为安全生产第一责任人，将全面负责现场的安全管理工作。现场形成由项目经理领导，现场经理中间控制，安全负责人一票否决的安全管理系统。通过安全管理组织机构的正常运作，以保证现场始终处于安全状态。现场安全主管将时刻与业主或土建总包指定的安全负责人保持密切联系，根据业主方或土建总包安全负责人的要求对现场工作予以改进。9.2.2严格执行安全管理制度（1）安全教育制度所有施工人员，均为已参加培训并取得有关政府主管部门颁发的上岗资格证书的专业人员。在进入施工现场后，我们将在土建总包的指导下对其进行针对本工程的“三级”安全教育，分别是项目经理部教育、施工队教育、施工班组教育，所有进场施工人员必须经过安全考核合格后方可上岗。每周一施工班组组织一次安全生产学习，每月施工队组织一次安全生产教育，每月项目经理部组织一次安全生产评比。通过各种学习和教育，努力提高全员安全意识,预防安全事故的发生。（2）安全技术交底制根据现场实际情况，项目经理部。分阶段对管理人员进行安全书面交底，现场经理及各责任师必须定期对各作业层进行有针对性的书面交底。(3)安全值班制必须保证无论何时施工作业，项目经理部均有专人值班，不得空岗、失控。(4)持证上岗制特殊工种持有上岗操作证，严禁无证上岗。32 (5)全员每天对所管辖区域的安全防护进行检查，督促作业层对安全防护进行完善，消除安全隐患。对检查出的安全隐患落实责任人，定期进行整改，并组织复查。(6)安全隐患停工制专职安全员发现违章作业、违章指挥，有权进行制止；发现安全隐患，有权下令立即停工整改，同时上报现场经理，并及时采取措施。(7)安全生产奖罚制度项目经理部设立安全奖励基金，根据每月一次的安全检查结果进行评比，对遵章守纪、安全工作好的班组进行表扬和奖励，违章作业、安全工作差的班组进行批评教育和处罚。（8）建立机具、临电设施等使用后的验收制度，未经验收或验收不合格的严禁使用。9.3文明施工管理（1）施工现场的主要入口必须按要求挂设“七牌一图”，出入口及场内主要道路要平整坚实，畅通，提倡美化硬化。（2）施工现场周围必须进行规范围护，做到整洁无损，其高度不得小于1.8m,临街围墙必须压顶抹灰和粉刷。（3）工地内场要做到平整干净,排水畅通无积水,无蚊蝇滋生,无乱倒垃圾,禁止随地便溺。（4）机械设备，水，砖，砂石等材料和器具要按平面图所布置分类堆放整洁，垃圾定点准时清运。（5）现场各部位必须分别悬挂有关安全标志及警示标牌。（6）认真执行“三清六好”，保持各作业场地的情节清洁卫生。（7）各种安全防护装置，用品（管、架、网、棚等）必须规范，整齐架设，防护齐全，整洁完好。高层建筑的立图，必须采用密闭式安全防护，建筑物沿街面悬挂标语。（8）公室、宿舍、浴室等临时设施及室内必须统一规范搭建和布置，并安全用电，室内墙壁及地面必须抹灰刷粉。办公室用具，床铺，被褥等要整齐化一，干净卫生，做到制度化和专人管理，禁止睡通铺。（9）食堂墙地面必须抹灰刷粉，墙壁四周1.5m以下和灶台必须粘贴瓷砖；室内上下水畅通，无积水，无蚊蝇和具备灭鼠措施，随时保持室内、外环境和个人卫生，保证食品防疾卫生。炊事员必须穿戴白色工作服，有健康证明。（10）临时卫生间要多采用水冲式，必须远离食堂，食品库房通风良好，水泥地面墙壁粉刷要定期清扫。（11）劳务队有《劳务工作证》、《安全上岗证》，上岗作业，劳务队伍出勤率60%以上。（12）施工现场进行围护，不影响场区正常生产秩序。项目部严格遵守场内各种规章管理制度，保持场区内环境卫生。维护场内治安，保障安全生产。（13）32 严格执行城市噪音污染的有关规定，材料轻装轻卸，施工人员不得大声喧哗，进入工地车辆不鸣喇叭。（14）一切以为用户着想为出发点，优质高速完成任务为目标，与业主和监理密切配合，同心协力共同完成施工任务，以实际行动交一份让业主满意的答卷。（15）主动与设计单位加强联系，深入学习施工图，了解设计意图，与业主、监理、设计单位共同配合做好图纸绘审，及时办理变更手续，严格按图施工。9.4施工现场安全消防措施（1）施工前必须制定工地消防方案，施工现场必须建立安全消防组织，明确专人负责，配备义务消防人员，并定期进行“四懂，四会”的教育培训。（2）建筑物、仓库等危险区域的周围必须设有消防通道，保持道路平整，畅通。（3）工地内易燃、易爆等重点危险部位附近，应在明显和便于取用的地点按消防部门的规定要求设置专用灭火水源，灭火器，消防水桶，砂箱，铁锹，火钩等消防器材和灭火工具。高层建筑必须安装消防管道，设专用电源和专用水泵，每层必须设消防栓，并经常检测，塔吊顶部操作室必须配备灭火器材。（4）消防器材和灭火工具不准做它用，要设专人管理，定期进行检测或更换，确保良好可靠。（5）易燃、易爆的物品要在设定区域内堆放，严禁烟火，并符合国家防火防暴要求，要远离火源。（6）施工中产生的各类可燃杂物必须及时清理，定点堆放。（7）施工用电的架设、安装要按建设部和消防部门的规范、要求进行；禁止超负荷和违章使用用电设备，材料及用品；变压器附近及下部严禁搭设和堆放杂物。（8）建房屋等设施必须按安全防火规范搭建；办公室及宿舍的室内外进出口道路必须畅通，禁止睡通铺和卧床吸烟，室内禁止使用明火和电炉等。（9）乙炔气瓶和氧气瓶与明火的距离不得小于10米，两瓶必须分离，定点安全存放。（10）明火作业必须经审批并派专人监护。发现火情要立即拨打“119”报告消防部门，并积极组织人员抢救。9.5环境保护措施建筑施工活动是人类对自然资源、环境影响最大的活动之一，不但会对周边的环境造成较大影响，而且还将制造出较多的建筑垃圾。就如重钢环保搬工程，是一个耗资大，占地广，涉及系统复杂的庞大工程，如何做到资源有效利用，节能环保的施工呢？“绿色施工”的概念也就应运而生。所谓绿色施工，就是针对影响工程施工的“人、机、料、环、法”进行优化，尽量减小建筑施工过程对周边环境的影响，做到环保施工。下面，就对这五个方面逐一进行阐述。32 首先，在人员管理方面，应加强施工企业的自身建设，使管理水平不断提高，不断趋于科学合理，并加强企业管理人员的培训，提高他们的综合素质和环境保护意识。制定有效的现场管理措施，如在施工机械及工地办公室的电器等闲置时关掉电源；安装适当小流量的设备和器具，采用节水型器具等措施以降低用水量。有效利用基础施工阶段的地下水，在情况许可下，设置废水重复、回用系统。总之在施工过程中，把绿色环保管理与全面质量管理和安全管理等过程有机地结合起来，做到既注重质量安全，又重视绿色环保，质量绿色两不误。其次，在施工机具方面，应重视设备的选择和放置位置。在施工过程中，大部分的噪声污染都是由施工机具产生的，如搅拌机、空压机、振捣棒等等。选择科技含量高的环保施工机具，不但能提高效率，保证工程质量，更能减小产生的噪声污染。在总图布置的选择上，应将产生较大污染的设备尽量远离临时生活区和周边的住宅，以免给周边居民带来影响，给工程施工造成不必要的麻烦。第三，在施工材料的选择上，应多采用节能环保的材料。如在非承重的结构墙，可以采用轻集材料及轻集混凝土，减少自重，节省原材料。对于主体混凝土结构，可以采用采用高强、高性能的材料，如绿色高性能混凝土，减少水泥和混凝土的用量，利用大量工业废渣(如粉煤灰、旧砖)，减少固体废弃物污染，还可以采用商品混凝土，减少水泥浪费和粉尘污染。第四，在施工现场，主要的污染源包括噪声、扬尘、污水和其他建筑垃圾。从保护周边环境的角度来说，就应该尽量减少这些污染的产生。在控制施工噪音方面，除了从机具和施工方法上考虑外，还应使用隔声屏障、使用机械隔声罩等，确保外界噪声等效声级达到环保相关要求；所有施工机械、车辆必须定期保养维修，并于闲置时关机以免发出噪声。对于施工扬尘的控制，可以在现场采用设置围挡，覆盖易生尘埃物料；洒水降尘，场内道路硬化，垃圾封闭；使用清洁燃料等，如使用石油气、煤气等清洁能源；施工车辆出人施工现场必须采取措施防止泥土带出现场。同时，施工过程堆放的渣土必须有防尘措施并及时清运，工程竣工后要及时清理和平整场地。施工现场产生的污水主要包括雨水、污水(又分为生活和施工污水)两类。在施工过程中产生的的大量污水，如没有经过适当处理就排放，便会污染周边环境，直接、间接危害水中生物，严重还会造成大面积中毒。因此，正确的设置污水处理装置，能有效的减小施工过程对周边水体的污染，32 生活污水如工地厕所的污水应配置三级无害化化粪池，驳接市政污水处理设施；或使用移动厕所，由相关公司处理。工地厨房的污水有大量的动植物油，须先除去才可排放，否则将使水体中的生化需氧量增加，从而使水体发生富营养化作用，这对水生物将产生极大的负面影响，而动植物油凝固并混合其他固体污物更会对公共排水系通造成阻塞及破坏。一般工地厨房污水可使用三级隔油池隔除油脂。当污水注人隔油池时，水流速度减慢，让污水里较轻的固体及液体油脂和其他较轻废物浮在污水上层并被阻隔停留在隔油池里，而污水则由隔板底部排出。建筑工程污水包括地下水、钻探水等污水，含有大量泥沙和悬浮物。一般地可采用三级沉降池进行自然沉降，污水自然排放，大量淤泥由人工清除可以取得一定的效果。也可以采用当今西方国家普遍使用的沉淀剂和酸碱中和配合处理工地的污水。对于建筑垃圾的处理，尽可能防止和减少垃圾的产生；对产生的垃圾应尽可能通过回收和资源化利用，减少垃圾处理处置；对垃圾的流向进行有效控制，严禁垃圾无序倾倒，防止二次污染。这样，才能实现建筑垃圾的减量化、资源化和无害化目标。最后，在施工方法的选择上，应要合理安排进度，尽量排除深夜连续施工；将产生噪声的设备和活动远离人群，避免干扰他人正常工作、学习、生活。在技术措施方面，多采用环保节能的新工艺、新技术，以提高劳动生产率，降低资源消耗，同时减小施工过程对周边环境的影响。10、施工现场总平面布置图32 参考文献[1]上海市建设和管理委员会《建筑给排水设计规范》．GBJ15-2000．北京．[2]刘振印等主编.民用建筑给排水设计技术措施.北京：中国建筑工业出版社，1997．[3]太原工业大学等编．《建筑给水排水工程》．北京：中国建筑工业出版社，1993[4]给水排水设计手册编写组．《给水排水设计手册》北京：中国建筑工业出版社，1974年6月第一版[5]边喜龙主编《给水排水工程施工技术》中国建筑工业出版社2001.[6]《建筑给水排水工程》中国建筑工业出版社2003[7]成耀宗、姜文源、胡鹤钧、张延灿、张森主编．《建筑给水排水设计手册》[8]魏鸿汉主编《建筑施工组织设计》中国建筑工业出版社[9]杨文玲主编.高层建筑给水排水工程，重庆：重庆大学出版社，1996[10]魏福森.高层建筑高位水箱设计研讨，重庆建筑大学学报，1998.20（5）[11]陈耀宗.姜云源，胡鹤钧，等.建筑给水排水设计手册[M]；.北京：中国建筑工业出版社。1992.[12]赵锂，住宅建筑给水排水设计.给水排水，2000，26（7）：44～47[13]王继明.屋面雨水系统研究的回顾.给水排水，2003，29（1）：57[14]严盱世主编.给水排水工程快速设计手册，北京：中国建筑工业出版社，1995[15]主要国家、行业规范、标准、规程、法规、图集，地方标准，法规，图集等。32 致谢经过一个月的学习与工作，在专业老师耐心的辅导与帮助下，我独立完成了《焦作市西城家园会所施工组织设计》。在此，对老师们我表示衷心的感谢。一个月的亲身体验，让我对三年来所学的知识有了更深一层的认识与了解，感谢在实习工作中我的师傅们，感谢你们在工作中对我的关心与照顾。同时也要感谢三年来教导过自己的各学科老师，学院的各位领导和辅导员老师，还有在我论文过程中，帮我一起搜集资料的朋友和同学。正因为有你们，才使得这篇论文能完整的呈现在这里，才使得自己完成了这个令人兴奋的目标。希望这次的经历能让我在以后学习中激励我继续进步。内部资料，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5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