a座楼给排水施工方案 39页

'目录1、编制依据……………………………………………………………22、工程概况……………………………………………………………23、设计内容……………………………………………………………24、A座楼给排水工程施工重点分析………………………....85、给排水工程施工组织………………………………………………96、给排水工程施工流程………………………………………………107、给排水工程主要施工方法…………………………………………118、施工进度计划及保证措施…………………………………………269、质量管理保证措施及工作流程……………………………………2810、成品保护措施……………………………………………………3511、安全保证措施…………………………………………………….3612、专业施工技术资料………………………………………………3839 1、编制依据1.1、《建筑给水排水设计规范》GB50015-2003(2009年版)1.2、《建筑给排水及采暖工程施工质量规范》GB50242-20021.3、《高层民用建筑设计防火规范》GB50045-95（2005年版）1.4、《建筑灭火器配置设计规范》GB50140（2005年版）1.5、《自动喷水灭火系统设计规范》GB50084-2001（2005年版）1.6、《气体灭火系统设计规范》GB50370-20052、工程概况本工程为讯通（西安）分拨基地商务大厦A座楼，位于西安市国际港务区港务大道东侧，北邻秦汉大道。本工程属一类高层公共建筑，地下一层为设备用房，地上一至二十六层为综合办公楼，建筑高度97.200米，总建筑面积为41143.6㎡。地下建筑面积2262㎡，地上建筑面积38881.6㎡.结构形式：现浇钢筋混凝土框架结构。由讯通（西安）仓储发展有限公司开发，陕西建通工程监理有限公司监理，中国中铁航空港建设集团有限公司总承包施工。3、设计内容设计内容为生活给水系统、排水系统、消火栓灭火系统、自动喷水灭火系统、建筑灭火器配置，气体消防。3.1、生活给水系统生活给水系统分四个区39 ，一区：地下一层至三层，二区：四至十一层，三区：十二至十九层，四区：二十至二十六层，一区市政供水、二、三、四区采用无负压变频增压设备增压供水。A座生活用水量标准：50L/人次，办公人数1800人，最高日用水量：90.00ｍ³/d，最大时用水量：10.80ｍ³/h，平均时用水量9.00ｍ³/h。二区8层以下加减压阀，三区15层以下加减压阀，四区二十三层以下加减压阀，阀后压力0.20MPa。在生活水箱内安装两套水箱自洁消毒器，型号为WTS-2A型。3.2、排水系统：采用污水废水合流制。雨水污水分流排放，空调冷凝水集中排放。雨水及空调冷凝水详见建筑施工图。卫生间污水采用专用通气管排水系统。其它采用伸顶通气管排水系统，雨水采用外排水系统（见建筑施工图）。地下室排水采用集水池及潜水泵排出，潜水泵自动开关。潜水泵当高水位时，水泵自动启动。当低水位时，水泵自动关闭。3.3、消火栓消防灭火系统3.31、本工程室外消防用水量为30L/s,火灾延续时间为3小时，供水压力大于0.10MPa。室内消防用水量为40L/s，火灾延续时间3小时，供水压力大于1.2MPa。室内外消防水量水压及自喷水量水压由设置在A座办公楼地下室的消防水池及消防水泵提供，消防水池容积864ｍ³.分为可独立使用的两格。消防水箱设在A座办公楼顶的消防水箱间，消防箱的有效容积为18ｍ³，消防水箱间内设置增压稳压设备一套，以满足消防管网压力要求。39 在发生火灾的初期消防水箱及增压稳压设备能够保证消火栓消防水量及消防压力，报警信号传至消防中心启动消防水泵后，由该泵从蓄水池直接抽取加压供水。本工程设计消防给水分为两个区，九层以下为低区，十层以上为高区，均单独循环。低区采用减压阀组减压，阀后压力0.8MPa。低区六层以下采用减压稳压型消火栓，阀后压力为0.5MPa。高区十八层以下采用减压稳压型消火栓，阀后压力为0.5MPa。其余消火栓选用普通消火栓。本系统高低区各设置SQX型地下式消防水泵集合器（DN150）三组。并设明显标志与自喷系统的水泵集合器加以区分。屋顶试验消火栓选用SG24A65-J型消火栓箱，消防柜外形尺寸为800*650*240mm，箱内设DN65消火栓龙头一个，￠19水枪一支，L=25m，DN65衬胶水龙带一根，压力表一个。并设有消防水泵启动按钮和警铃（24V）。消火栓安装高度为1.1m。3.4、自动喷水灭火系统本工程设计为中危险Ｉ级，自动喷水水量为30L/S，火灾延续时间为1小时，自动喷水消防供水压力位1.4MPa。火灾初期由A座办公楼屋顶水箱及增压稳压设备保证自喷消防水量及自喷压力，报警信号传至消防中心启动地下室设备用房自喷水泵后，由该泵从蓄水池直接抽取加压供水。本系统设SQX型地下式消防水泵水泵集合器（DN150）两组。并设置明显标志与消火栓系统的水泵集合器加以区分。整个系统设六套湿式报警阀进行控制，湿式报警阀设置在地下室设备用房内。阀前管网环状布置。39 自喷系统管网末端试水球阀均为DN25，阀前设一个DN25*15三通，平时用堵头堵住，试水时加装压力表，喷淋水平管道安装坡向试水阀方向，坡度为0.005.各系统最不利点处安装末端试水装置，试水接头出水口的流量系数K=80，自喷系统支吊架见国标04S206.地下室喷头采用直立式玻璃喷头，动作温度68℃，工作液色标为红色。其它部位喷头采用吊顶式玻璃喷头，动作温度68℃，工作液色标为红色。厨房采用93℃级闭式喷头，K=80.十八层以下设置减压孔板，减压孔板孔径45mm其前后管段长度大于750mm，材质为不锈钢，孔板与地面垂直的轴线的上边缘和下边缘应各设置一个￠10mm的小孔，作为排气和泄水用。3.5、建筑灭火器配置本建筑属中危险级，火灾种类为A类及带电火灾，采用磷酸铵盐干粉灭火器灭火。每个消火栓箱处下部均设手提灭火器柜，柜内设两具MF/ABC3型磷酸铵盐干粉灭火器。3.6、气体灭火地下室配电室及发电机房采用DKLS型气溶胶自动灭火装置。保护空间1000m³，烹饪操作间的排油烟罩及烹饪部位由专业公司设计成套灭火装置。4、施工说明4.1管道材料生活给水、热水管道采用S30408薄壁不锈钢管，连接方式采用单密封环压式连接。39 消防给水管道采用内外壁热镀锌钢管，卡箍连接。自喷管道采用内外壁热镀锌管道，大于DN80的管道采用卡箍连接，小于DN80的管道采用丝扣连接。重力流排水立管及横干管采用机制柔性排水铸铁管，橡胶圈接口。卫生间排水管采用UPVC排水塑料管，粘接。空调冷凝水管采用UPVC给水塑料管，粘接。地下室压力排水管采用内外壁热镀锌钢管，卡箍连接。4.2、管道防腐、保温及防结露明装镀锌钢管刷银粉漆两道，暗装镀锌管道刷沥青两道。焊接钢管及管道支架除锈后刷防锈漆两道，外刷银粉漆两道，埋地焊接钢管除锈后刷防锈漆两道，外刷沥青两道。地下室给水管做防结露处理，材料内层为岩棉管壳，厚度20mm，保护层采用玻璃丝布加防火漆。室外明装管道作防冻处理，材料内层为岩棉管壳，厚度为55mm外层为油毡一层，玻璃丝布二层刷调和漆二度。管道和设备保温不详之处参照国标03S401要求施工。4.3、管道及设备安装各系统管道上的管道配件及阀门材质、工作压力应与系统压力材质匹配。给水管道上的阀门：大于等于DN70选用闸阀，小于DN70选用截止阀。卫生间内的地漏采用防反溢地漏，水封高度不得小于50mm；卫生间及卫生洁具的板上留洞应在所购设备型号确定后再预留；所有卫生器具应选用节水型器具及配件，座便器冲洗水箱为6升，并设3-6升两档冲洗阀，公共卫生间小便器冲洗阀及洗脸盆阀门均采用光电式感应器，蹲坑大便器采用脚踏阀。排水横干管清扫口安装距离不大于10米。所有管道穿剪力墙及楼板处均预埋比穿越管大一至二号的钢套管。所有管道穿地下室外墙处均预埋钢39 性防水套管，所有预埋套管及留洞在施工时应对照水施图仔细校队，以防错漏。管道安装应注意平直美观，尽量靠墙贴柱贴梁，管道支架按施工及验收规范设置，除图中注明外，地漏DN50，给水支管及龙头DN15，清扫口直径同连接管直径，排水坡度除图中注明外如下：DN150大于0.01、DN100大于0.02、DN75大于0.025、DN50大于0.035.图中尺寸以毫米计，标高以米计，图中管道标高重力流管道指管内底，压力管道指管中心。4.4、管道冲洗给水管道在系统运行前必须用水冲洗，要求以不小于1.5m/s的流速进行冲洗；给水管道应进行消毒；室内消火栓系统交付使用前，必须冲洗干净，其冲洗强度应达到消防时的最大设计流量。排水管冲洗以管道通畅为合格，应符合GB50242-2002的要求。自动喷水系统按《建筑给排水及采暖工程施工质量验收规范》GB50261-2005要求进行冲洗。4.5、管道试验各种承压管道和设备应做水压试验，非承压管道做灌水试验。消火栓系统的工作压力1.35MPa，试验压力2.05MPa，室内消火栓完成后应取顶层和地下室两处做试射试验；自动喷淋系统的工作压力1.4MPa，试验压力2.05MPa；生活给水：一区工作压力0.25MPa试验压力0.70MPa，二区工作压力0.75MPa，试验压力1.30MPa，三区工作压力0.98MPa，试验压力1.60MPa，四区工作压力1.35MPa，试验压力2.00MPa排水管道灌水试验要求详见《建筑给水排水及采暖工程施工质量验收规范》GB50242—2002。5、A座楼给排水工程施工重点分析39 5.1、本工程为公建工程，建筑面积大，给排水工程特点鲜明，主要表现在以下几个方面：5.2、“跑冒滴漏”为管道施工中的质量通病，在交工验收观感质量评定是占相当重要的比例；工程的某些部位存在着各种专业的管道，在水平方向或垂直方向交叉或平行排布，为达到既不影响空间效果也能满足各专业的施工规范要求，必须在施工前进行管道的综合排布；室内管道的进出户连接，直接影响着给排水工程各分项功能所达到的效果，因此列为重点加以解决。施工重点及主要对策一览表序号重点解决措施具体描述1跑、冒、滴、漏编制专项作业指导书，规范管道安装工艺严格控制质量本工程要严禁一切跑、冒、滴、漏现象的发生。在设备材料选择时就要严格控制，选择高档次一流品牌。严把材料质量关。同时在施工前编制图文并茂的专项作业指导书，对作业人员进行岗前培训、考核，规范各种管道的安装工艺，以保证管道安装的质量。杜绝一切跑、冒、滴、漏现象。2管道综合排布管道深化设计后，绘制出走廊及吊顶各空间的效果图走廊空间有限管道密集，且与进房间内的管线交叉。进行走廊管线空间布置上的协调，绘制出走廊机电综合管线施工图，在综合图的基础上进行支吊架的协调；在机电管线支吊架已充分协调的基础上，开始进行机电管线的施工，施工顺序的原则是：有压让无压、小管让大管、电管让水管、下层让上层；依此保证走廊空间合理利用，整体美观大方。3与室外管线的接驳统计编号、绘制详图逐一检查本工程进出户管线繁多，并不是单纯与室外市政管线接驳，有自己内部系统的进出户。为保证在预留预埋时进出户管线套管准确到位不遗漏，将所有进出户管统计编号、绘制详图、逐一检查。保证预埋准确，安装时管道规格、材质、位置100%正确。6、给排水工程施工组织6.1、给排水专业根据结构的施工进度适时地插入施工，在施工前配合机电各专业进行管线空间布置上的协调，绘制出机电综合管线施工图，在综合图的基础上进行支吊架的协调。在机电管线支吊架已充分协调的基础上，开始进行专业管线的施工，施工顺序的原则是：有压让无压、小管让大管、电管让水管、下层让上层。具体本工程基本的施工次序：雨水管道→排水管道→给水→消防管道→喷淋管道。水平区域的平行施工39 ：各专业在不同的区域进行同时施工，以缩短工期，应保证一种管道施工完毕后给其它专业留有足够的作业面进行施工。6.2、区段划分表形象进度工作内容区段划分预留预埋预留预埋根据主体结构施工段划分，统一施工结构阶段主管道、立管施工分为4个施工段进行各分项主管道、立管施工装饰阶段设备、管道及用水末端的安装施工，完成相关试验分为4个施工段进行各分项配合装饰进度完成相应设备、管道及用水末端的安装施工，完成相关试验交工验收阶段交工验收统一组织交工验收小组，完成交工验收6.3、劳动力投入表施工阶段人员安排管工电焊工搬运工电工辅工油工预留预埋51-151主体至二次结构完成302-2202装饰阶段38162202交工验收阶段26--21526、给排水工程施工流程6.1、给水(消火栓、自喷)系统施工流程。预留、预埋管道预制支架安装管道安装管道冲洗试压材料进场、验收配合装饰装末端系统调试系统消毒管道二次冲洗、试压系统验收39 排水系统施工流程6.2、排水(雨水)系统施工流程。排水系统施工流程水平排污管安装水平雨水管安装水平透气管安装灌水试验洁具安装通水试验系统验收集水坑压力排水系统管道安装潜水泵安装压力排水系统试运行材料进场、验收预留预埋支架制作安装立管安装支管安装7、给排水工程主要施工方法7.1、预留预埋本工程的预留预埋主要为穿楼板的预留孔洞及外墙套管、出屋面套管的安装、穿混凝土隔墙的套管以及穿越人防地下室防护结构的套管预留预埋。预留预埋要求序号工作内容要点1预留预埋准备专业人员同深化设计人员认真熟悉施工图纸，找出所有预埋预留点，并统一编号，将管道及设备的位置、标高尺寸测定，标好孔洞的部位，在预留预埋图中标注清晰，便于各专业的预留预埋。同时与其他专业沟通，避免日后安装冲突。39 2加工制作预埋件严格按图纸设计要求或标准图集加工制作模盒、预埋铁件及穿墙体、楼板或结构梁的各种形式钢套管、卫生间预埋木模。3穿楼板孔洞预留预留孔洞根据尺寸做好木盒或钢套管，确定位置后预埋，并采用可靠的固定措施防止其移位。为了避免遗漏和错留，在核对间距、尺寸和位置无误并经过相关专业认可的情况下，填写《预留洞一览表》，施工过程中认真对照检查。4穿有防水要求的地下室外墙以及消防水池的柔性套管、穿砌筑墙无防水要求套管在结构外墙和消防水池处安装柔性套管需和结构专业密切配合，将套管按规定的标高准确的置入钢筋笼内，在合模前需再次核查坐标。在土建专业在砌筑隔墙时，配合土建专业，按专业施工图的标高、几何尺寸将套管置于隔墙预留位置中，用砌块找平后用砂浆将其固定牢靠，保护封闭好套管两端，然后交给土建队伍继续施工。5卫生间木模预埋在土建专业合模前，按专业施工图卫生间放样图的标高、尺寸将木模置于预留位置，用绑扎丝将木模固定在主筋上，外表面刷面漆，以便于在拆模后确定准确位置，拆除木模。7.2、预留洞预留7.2.1、预留孔洞的尺寸如设计无要求，按表规定执行:序号管道名称明管暗管留孔尺寸长×宽单位(mm)墙槽尺寸宽度×深度单位(mm)1给水立管≤DN25100×100130×130DN32～50150×150150×130DN70～100200×200200×2002一根排水立管≤DN50150×150200×130DN70～100200×200250×2003二根给水立管≤DN32150×100200×1304≤DN50200×150200×13039 一根给水立管和一根排水立管在一起DN70～100250×200250×2005二根给水立管和一根排水立管在一起≤DN50200×150250×130DN70～100350×130380×2006给水支管≤DN25100×10060×60DN32～40150×130150×1007排水支管≤DN80250×200——DN100300×250——8排水主干管≤DN80300×250——DN100～150350×300——7.2.2、在配合施工中，给排水专业人员必须随工程进度密切配合土建专业作好预留洞工作。管道穿梁、楼板时和土建配合预留好，注意加强检查，绝不能有遗漏。7.2.3、为了避免遗漏和错留，在施工前核对间距、尺寸和位置以及数量，填写《预留洞一览表》，施工过程中认真对照检查。7.3、套管的预埋预埋套管管径选择序号管径(mm)套管管径单位(mm)备注150-7580-100保温管套管规格大2号275-100125-1503125-150150-2004200-300250-35039 7.4、支、吊架制作安装支架安装要求序号工作内容要求1垂直管道支架安装应设置防晃支架和固定承重固定支架。本工程部分立管采用卡箍式链接，柔性较大，从立管底部开始，设一个承重固定支架，同时间隔2.6m设置防晃支架。管道的干管三通与管道弯头处应加设支架固定，管道支吊架应固定牢固，固定支架必须安装在设计规定的位置上，不得任意移动。立管支架现场安装制作：采用“吊垂线”法，从立管安装位置的顶端吊线锤，逐层核对，确保该管线能够施工的有效尺寸，标注需要设置支架的地点，测量出该点支架外形尺寸，编号登记，依次制作安装2有坡度要求的平面层支管支架安装为保证管道坡度要求，同时保证平面层支架横、纵向支架在同一条水平线上；采用“十字交叉法”首先按管道坡度走向拉一条管线走向的直线，再按规范要求设支架点，拉一条直线，该两条线交叉点，为支架安装点，分别测出该点尺寸，编号登记，依次制作安装。3对无坡度的水平管支架安装两端拉直线，在需设支架的点，测出该点尺寸，编号登计，逐一安装。对采用卡箍连接的大口径水平管，在卡箍连接点，需增设支架。4大口径阀门和其他大件管道支架安装须安装辅助支架，以防过大的应力，临近泵接头处亦须安装支架以免设备受力。对于机房内压力管道及其他可把震动传给建筑物的压力管道，必须安装弹簧支架并垫橡胶垫圈以达到减震的目的。7.5、管道安装本工程管道安装方法有丝接、热熔焊接、沟槽连接和铸铁管柔性连接等。本方案主要阐述沟槽式卡箍连接、铸铁管柔性连接。7.5.1、沟槽式卡箍连接本工程消防管道、大于DN80的喷淋管道均采用沟槽式卡箍连接。39 (1)沟槽式卡箍连接的特点①快速，不需焊接和再镀锌，安装速度比法兰和螺纹连接方式快3倍以上。②简易，锁紧机构设计巧妙，螺栓数量少，无需对孔对锁。③可靠，卡箍、垫圈与沟槽系全圆周压紧，其管端拉力强度大，试验压力可达4.2Mpa，温度-30℃～100℃，真空度可达到0.08Mpa；垫圈设计成C型，能三重防漏，管内压力越大，密封越好。④隔震吸声，因管末端有间隙，可有效地隔断噪声及震动地传播，热胀冷缩时管路亦不受影响；密封垫圈可以吸收噪声及震动.⑤维护方便，拆洗与更换时只需拆下两个卡箍、四个螺栓即可。便于管路延伸、更换、转动方向等。7.5.2、安装方法沟槽加工安装方法1把管子按安装所需的尺寸截断2把管子断口上的毛刺、杂质去掉；3把压槽机固定，检查机器运转情况。管子放入滚槽机和滚轮支架之间，管子长度超过0.5ｍ，要有能调整高度的支撑尾架，支撑尾架固定稳定、防止摆动，使管子垂直于压槽机的驱动轮挡板平面并靠紧，使管子和压槽机一个水平；或者用水平仪调整滚槽机支撑尾架管子使之水平。4检查压槽机使用的驱压轮和两个下滚轮(驱动轮)。小的上压轮和小的下滚轮用于Φ88.9～168管子；大的上压轮和大的下滚轮用Φ219(含)以上管外径。下压手动液压泵使滚轮顶到管子外壁。5旋转定位螺母，调整好压轮行程，将对应管径塞尺塞入标尺确定滚槽深度；6压槽时先把液压泵上卸压手柄顺时针拧紧，再操作液压手柄使上滚轮压住钢管。7打开滚槽机开关，同时操动手压泵手柄均匀缓慢下压。8每压一次手柄行程不超过0.2mm，钢管转动一周。一直压到压槽机上限位螺母到位为止，再转动两周以上，保证壁厚均匀，关闭开关、松开卸压螺母，上滚轮自动升起。9检查管子的沟槽尺寸。如不符合规定，再微调，进行第二次压槽时，再一次检查沟槽尺寸，以达到规定的标准尺寸10检查管子断面与管子轴线是否垂直，最大误差不超过2mm，去掉断口残留物，磨平管口，确保密封面无损伤。39 11检查沟槽是否符合标准，去掉管子和密封圈上的毛刺、铁锈、油污等杂质。检查卡箍、胶圈的规格标识是否一致。12在管子端部和橡胶圈上涂上润滑剂。13将密封橡胶垫圈套入一根钢管的密封部位。14将向另一根加工好的沟槽的钢管靠拢对齐，将橡胶圈套入管端。移动调好胶圈位置，使胶圈与两侧钢管的沟槽距离相等，橡胶圈刚好位于两根管子的密封部位。15胶圈外表面涂上中性肥皂水洗涤剂或硅油。上下卡箍扣在胶圈上，将卡箍凸边卡进钢管沟槽内，确认管卡已经卡住管子，用力压紧上下卡箍的耳部，使上下卡箍靠紧穿入螺栓。螺栓的根部椭圆颈进入卡箍的圆孔。16用扳手均匀轮换同步进行拧紧螺母，确认卡箍凸边全圆周卡进沟槽内，拧紧螺栓，最后检查上下卡表面是否靠紧，不存在间隙为止，安装完成。7.5.3、柔性铸铁管安装(1)室内污废水排水管、重力流雨水管采用A型机制柔性接口排水铸铁管。排水立管安装要自下而上进行，立管上要按图纸设计和规范要求设置检查口，横管安装在地面预制完成后进行连接。排水水平管道按图纸标高进行施工，并保证规范规定的坡度。排水管道横管与横管、横管与立管连接采用斜三通；立管与排出管端部连接及排出管的转弯处也采用斜三通，三通一端安装堵头式清扫口，以便于维修清扫。排水管连接管口要对齐，并且每个管口断面要保持平直，在接口两侧设置支架保证管道顺直。(2)排水立管安装①根据施工图校对预留孔洞位置和尺寸，或在楼板上画上标记剔凿洞孔。②检查口立管安装时，检查口向外与墙成45°角度，便于检修操作。③按图施工，立管垂直，将立管临时固定牢固，然后进行打口处理。④立管安装完毕，用不低于楼板用强度等级的砼灌满堵实，拆除临时支架。⑤立管在垂直方向转弯时，采用乙字管或两个45°弯头连接。⑥立管用管卡固定，管卡间距不得大于3m。(3)排水支管及横管安装39 ①支管安装先搭好架子，并将托架吊卡按坡度预埋好，将预制好的管道托到架子上，再将支管插入管预留口的承口内，固定好支管，紧固安装。支管设在吊顶内，末端有清扫口者，将管接至上层地面上，便于清淘。支管安装完后，将卫生洁具或设备的预留管安装到位，找准尺寸并配合土建将楼板孔洞堵严，预留管口上装上临时堵板。预留管口的临时堵板，不得随意打开，以防掉进杂物造成管道堵塞。②排水横管安装排水管一般不应穿越沉降缝，当必须通过时，可将沉降缝两侧支架做成使管道可以垂直位移但不能水平横向位移的活动支架。横管与立管不得采用正三通或正四通连接，应采用90°斜三通或90°斜四通连接。首层地面下排水管道敷设，应在地面清理、夯实后，根据设计要求做管沟的条行基础或砌砖墩架设。排水横管的直线管段，按规范规定的距离设置检查口。(4)排水管道的局部特殊安装①排出管与室外水管连接处，应设检查井。检查井中心建筑物外墙面的距离不宜小于3.0m。②排水管道穿墙、穿基础时，排出管与主管宜采用两个45°弯头。③管道穿越外墙时采用刚性防水套管，沉降不均匀处采用柔性防水套管。④穿越人防地下室防护结构时均要求采用Ⅱ型刚性密闭套管。7.5.4、附件安装1)阀门安装(1)阀门的强度及严密性试验：阀门安装前必须进行强度和严密性试验，试验应在每批(同牌号、同型号、同规格)数量中抽查10%，且不少于一个。对于安装在主干管上起切断作用的闭路阀门应逐个做强度及严密性试验。阀门的强度试验应符合设计及技术规范的要求，如无具体要求时，阀门的强度试验压力应为公称压力的1.5倍，严密性试验压力为公称压力的1.1倍；试验压力在试验持续时间内应保持不变，且壳体填料及阀瓣密封面无渗漏。阀门试压的试验持续时间应不少于表规定：阀门试验持续时间序号公称直径DN(mm)最短试验持续时间(s)严密性试验强度试验金属密封非金属密封39 1≤50151515265～300301560(2)一般主要阀门安装要点见表。序号名称主要安装要求1截止阀1检查其种类、规格、型号及质量，阀杆不得弯曲，按规定对阀门进行强度(为公称压力的1.5倍)和严密性试验(出厂规定之压力)。2选用的法兰盘的厚度、螺栓孔数、水线加工、有关直径等几何尺寸要符合管道工作压力的相应要求。3水平管道上的阀门安装位置尽量保证手轮朝上或者倾斜45°或者水平安装，不得朝下安装。4阀门法兰盘与钢管法兰盘相互平行，一般误差应小于2mm，法兰要垂直于管道中心线，选择适合介质参数的垫片置于两法兰盘的中心密合面上。5连接法兰的螺栓、螺杆突出螺母长度不宜大于螺杆直径的1/2。螺栓同法兰配套，安装方向一致；法兰平面同管轴线垂直，偏差不得超标，并不得用扭螺栓的方法调整。6安装阀门时注意介质的流向，水流指示器、止回阀、减压阀及截止阀等阀门不允许反装。阀体上标示箭头，应与介质流动方向一致。739 螺纹式阀门，要保持螺纹完整，按介质不同涂以密封填料物，拧紧后螺纹要有3扣的预留量，以保证阀体不致拧变形或损坏。紧靠阀门的出口端装有活接，以便拆修。安装完毕后，把多余的填料清理干净。8截止阀和止回阀安装时，必须注意阀体所标介质流动方向，止回阀还须注意安装适用位置。2止回阀3减压阀4蝶阀5软密封闸阀2)管道附件安装(1)检查口和清扫口①立管应每隔一层设置一个检查口，在最底层和有卫生器具的最高层也应设置。立管检查口安装高度距地面1m，检查口位置和朝向便于检修，暗装立管在检查口处设检修门。②在连接2个及2个以上大便器或3个及3个以上卫生器具的污水横管上设置清扫口。③污水横管的直线管段，按设计要求的距离设置检查口或清扫口。污水管起点的清扫口与管道相垂直的墙面距离不得小于200mm。(2)透气帽①排水通气管不得与风道或烟道连接；②通气管应高出屋面300mm，必须大于最大积雪厚度；③在通气管出口4m以内有门、窗时，通气管应高出门、窗顶600mm或引向无门、窗一侧；④经常有人停留的平顶屋面上，通气管应高出屋面2m，并应根据防雷要求设置防雷装置；7.5.5、卫生洁具安装1)安装一般要求洁具安装一般要求序号名称安装要求1首先，按图纸要求的平面坐标，找准地面线，按器具的尺寸在地面、墙面栽好膨胀螺栓(并在螺栓上涂上密封胶，以免破坏防水)，卫生器具的支托架必须牢固、平整，与器具结合必须严密；39 2所有器具安装前必须将排水口覆盖物等管堵摘掉，将承口内清理干净方可安装；3卫生器具的支、托架必须防腐良好，安装平整、牢固，与器具接触紧密、平稳；4卫生器具的给水配件应完好无损伤，接口严密，启闭部分灵活；5卫生器具安装质量要求严格按施工验收规范及招标技术规范的规定；6大便器排水口与排水管之间的缝隙均匀，缝间填满油灰，确保不渗漏。安装时，用比量法定位，即将大便器底盘上抹满油灰，下水口抹油灰，插入下水管口，直接装在坑台地面上，压实抹去底盘挤出油灰即可；7小便器采用挂墙式后排水。可脱卸存水弯易于清扫。安装前后检查给、排水预留管口是否在一条垂线上，间距是否一致。符合要求后按照管口找出中心线，将下水管周围清理干净，将小便器稳装找平、找正，将小便器挂在挂钩上；8卫生洁具的安装尺寸按具体规格选用。1蹲厕2立式小便器3台式洗脸盆2)小便器的安装(1)打孔①将小便器放到安装位置上，用水平尺矫正水平位置。②通过小便器的安装孔将安装位置用笔做上记号。③移去小便器，通过安装孔位置测量挂钩在墙上的安装位置，并用笔做上记号，用冲击钻在记号标记处打孔。(2)固定洁具与打胶。3)台下式洗脸盆的安装安装前，水源已经关闭，且预留了给排水管路。(1)在切割图上把洗脸盆的图纸截下；(2)根据切割图纸，定出洗脸盆的安装位置，用笔沿洗脸盆切割图纸边缘将洗脸盆的轮廓描绘在台面上；(3)在画好的轮廓线内侧钻一个小孔，沿轮廓线切割出一个洗脸盆的安装口，并修饰边缘；39 (4)根据安装的龙头和台面尺寸正确切割龙头安装孔；(5)根据洗脸盆的尺寸和在台面的安装位置，确定并牢固地安装用于支撑洗脸盆的铁制支架；(6)把洗脸盆暂时放入已开好的台面安装口内，检查间隙，并做好记号；(7)检查校验后，把洗脸盆放平，在洗脸盆边缘上口涂上硅胶密封材料后，把洗脸盆小心放入台面下，对准安装孔，跟先前的记号相校准并向上压紧，使洗脸盆与台面紧密连接；(8)等密封胶硬化后，将龙头按照说明书上的要求及步骤安装到台面上；(9)连接进水和排水管件，卫生器具安装允许偏差见表所示序号项目允许偏差(mm)1坐标单独器具成排器具522标高单独器具成排器具±10±53器具水平度24器具垂直度27.5.6、管道试验及冲洗消毒系统全部完成后分区系统试压，为确保管道一次性试压成功，现场成立试压小组，把管道按系统分区分成若干段，分段分区单独试压。1)给水管道试验及冲洗消毒(1)试压准备①试压设备及工机具准备管道试压设备采用电动打压泵，试压用的压力表不少于2只，精度不得低于1.5级，量程要为试验压力值的1.5～2倍，排气阀、泄水阀、截止阀，连接短管等。②试压人员准备现场成立试压小组，对施工人员进行交底，明确试压的部位及要求。试验前应将预留口堵严，关闭入口总阀门和所有泄水阀门底处放风阀门，打开各分路及主管阀门和系统最高处的放风阀门。试压前，对试压管道应采取安全有效的固定和保护措施，但接头部位必须明露。③试压的进排水点选择准备试压水源为工程临时用水水源，利用每层临设用水点进水。试压后的排水，排入每层的排水口，对于可回收利用的排水，单独编制排水方案。(2)试压方法①39 打开水源阀门，往系统内缓慢注水，将管道内气体排出并将阀门关闭。②检查全部系统，如有漏水处应做好标记，并进行修理，修好后再充满水进行加压，而后复查。如管道不渗、不漏，采用加压泵缓慢升压。③保持压力持续到规定的时间，压力降在允许范围内，应通知有关单位验收并及时办理验收记录。④拆除试压水泵和水源，把管道系统内水泄净。(3)试压具体要求：给水管道试压的具体要求见表所示。序号试压要求1管道试压按设计要求进行。2在试验压力下先观测10分钟，压力降不得大于0.02Mpa，然后降到工作压力进行检查，要不渗不漏，管道承压测试时间最少为1h。严密性试验在水压强度试验和管网冲洗合格后进行，试验压力为设计的工作压力，稳压24h，应无渗漏。3管道在隐蔽前做好单项水压试验。系统安装完后进行分区综合水压试验。4管道试压注水要从底部缓慢进行，等最高点放气阀出水，确认无空气时再打压，升至工作压力时检查管道以及各接口、阀门有无渗漏，如无渗透漏时再继续升压至试验压力，如有渗透漏时要及时修好，重新打压；在规定时间内，观察其压力下降在允许范围内，通知有关人员验收，然后放空并办理交接手续。5试压前要先封好盲板，认真检查管路是否连接正确，有无管内堵死现象；把不能参与试压的设备、阀门隔断封闭好，确保其安全。(4)管道的冲洗在系统试压合格后，交付使用前进行冲洗试验，冲洗以有压生活用水进行冲洗，冲洗进水口及排水口要选择适当位置，各区的冲洗顺序按主管路干管、立管、支管的顺序，由上往下进行冲洗。清洗要遵循以下原则：①清洗前要将管路上的减压阀、滤网、止回阀等阻碍污物通过的部件拆下，对管道支架、吊架进行检查，必要时要采取加固措施。同时在各条管路上装设法兰盲板，并在盲板上接临时给水或排水管道；②向管路内注满水保持系统内一定压力；③不能经受冲洗的设备和冲洗后可能存留脏物、杂物的管道段，如过滤器及除污器等，要进行清理；④39 清洗至水中不带泥沙、铁屑等夹质，且进、出口处水的颜色、透明度一致时方为合格，清洗合格后再装上拆下的部件；⑤冲洗直径大于100mm管道时，要对其焊缝、死角和底部进行敲打，但不得损伤管道。(5)管道的消毒饮用水管道在试压合格后交付使用前，宜采用0.03%高锰酸钾消毒液灌满管道进行消毒。消毒液在管道中应静置24h，排空后，再用饮用水冲洗。饮用水的水质应达到现行的国家标准，并取得相关部门的检验报告。(6)泄水试压后泄水关系到电气安全、成品保护和地下室干燥问题，必须加以重视，在绿色施工里将对试压用水回收重复利用做详细描述。2)排水管道试验(1)排水系统无压管道通球试验排水主立管及水平干管管道均应做通球试验，通球球径不小于排水管道管径的2/3，通球率必须达到100％。通球试验顺序从上而下进行，以不堵为合格。胶球从排水立管顶端投入，注入一定水量于管内，使球能顺利流出为合格。通球过程如遇堵塞，应查明位置进行疏通，直到通球无阻为止。(2)排水系统无压管道灌水试验生活污水管、废水管道在隐蔽前必须做灌水试验，其灌水高度应以一层楼的高度应不低于底层卫生器具的上边缘或底层地面高度，满水最少30min。满水15min水面下降后，再灌满观察15min，液面不下降，管道及接口无渗漏为合格。①准备工作：将胶管、胶囊等进行组合后，并对胶管、胶囊进行试漏检查，将胶囊置于水盆内，水盆装满水，边充气，边检查胶囊、胶管是否漏气；②灌水高度及水面位置的控制：地漏灌水至水面离地表面5mm以上；③打开检查口，先用卷尺在管外测量由检查口至被检查管段的距离，然后量出胶囊到胶管的相应长度，并在胶管上作好记号，以控制胶囊进入管内的位置；④将胶囊由检查口慢慢放入，至放到所测距离，然后向胶囊充气并观察压力值上升到0.07Mpa为止，最高不超过0.12Mpa，从而将下部管道堵严；⑤39 用胶管从方便的管口向管道内灌水，边灌水边观察卫生设备水位，直到灌水水面高出地面为止，停止灌水，记下管内水面位置和停止灌水时间，并对管道、接口逐一检查。从开始灌水时即设专人检查监视易跑水部位，发现堵盖不严或管道出现漏水时均应停止向管道内灌水；⑥停止灌水30min后在未发现管道及接口渗漏的情况下再次向管道内灌水，使管内水面回复到停止灌水时的位置后第二次记下时间；⑦在第二次灌满水15min后，对管内水面共同进行检查，水面位置没有下降则管道灌水试验合格；⑧试验合格后，排净管道中积水，并封堵各管口。(3)排水系统有压管道试压压力排水管道按排水泵扬程的2倍进行试压，不渗不漏为合格。3)满水与通水试验卫生洁具、地漏及地面清扫口等安装完成于交工前，应分系统(区、段)进行满水与通水试验；室内给水系统，按设计要求同时开放的最大数量的配水点是否全部达到额定流量；室内排水系统，按给水系统的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。7.5.7、管道保温1)管道保温材料地下室的给水管要求做防结露处理，采用岩棉管壳，保温厚度20mm，保护层采用玻璃丝布加防火漆。室外明装的管道均要求保温，材料内层为岩棉管壳，，保温厚度55mm，外层为油毡一层，玻璃丝布二层刷调和漆二度。2)管道及配件保温(1)直管段立管自下而上进行，水平管从一侧或弯头的直管段处顺序进行。(2)硬质绝热层管壳，可采用16号～18号镀锌铁丝双股捆扎，捆扎的间距不大于400mm，并用粘结材料紧密粘贴在管道上。管壳之间的缝隙不大于2mm并用粘结材料勾缝填满，环缝错开，错开距离不小于75mm，管壳纵缝设在管道轴线的左右侧。(3)每块绝热制品上的捆扎件，不得少于两道。不得采用螺旋式缠绕捆扎。(4)弯头处采用定型的弯头管壳或用直管壳加工成虾米腰块，每个弯头不少于3块，确保管壳与管壁紧密结合，美观平滑。(5)设备管道上的阀门、法兰及其他可拆卸部件保温两侧留出螺栓长度加25mm的空隙，阀门、法兰部位则单独进行保温。(6)遇到三通处先做主干管，后分支管。凡穿过建筑物保温管道套管与管子四周间隙用保温材料填塞紧密。7.5.8、单机调试1)具备单机调试的现场条件给水系统调试前具备的条件项目具备的条件39 序号1水源、电源接入室内外给水管道试压冲洗合格；冲洗用水采用城市给水管网接入的生活用水，接入到位；电源已接入，配电系统检测合格。2排水畅通给水机房排水系统按设计施工完成，可靠通畅，并能保证排水的畅通和安全。排放管的截面不应小于被冲洗管截面的60％。3单机试车变频泵单机试运转运行时注意因实际水箱的容积有限，不可能进行24小时试运转，应按最大满水时间试运转。4自控投运变频泵自控系统投运包括：高位启、低位停、超低位报警、超高位报警等，这些功能经检验合格，能正常运行；5水箱清洗水箱确认已清洗干净，特别注意塑料薄膜等杂物。水箱人孔封盖安装到位，防止杂物进入。6技术交底所有参加调试的人员均接受调试负责人的安全和技术交底，特别是调试过程中可能出现的问题及其解决方法需要特别说明。2)调试方法及流程给水系统的调试见下图:水箱超低位报警启泵程序：点动→手动→自动→手动方法：点动、手动——试泵、记录水泵出口压力；水泵单机调试—方法与空调水泵调试方法相同生活给水系统调试流程水箱从空至满注水过程中，检测超低位报警的水位启动水泵单机调试确认总进水地下室给水机房生活水箱总进水保证畅通，打开进水管路的蝶阀和遥控浮球阀，记录注满水箱的时间。1设定稳压设备启停泵的设定值；2室内生活水管系统初次供水，最高点末端用水点打开，排气；3将水泵控制按钮打至“自动”，水泵运转，向系统供水；4记录水泵启停时压力值，与设计值比较，整定稳压设备启停泵的设定值，至与设计值相符；末端排水(为节约用水，将排水回至水箱)，调试自动状态下的水泵的启停自动运行；主备用水泵调试末端排水(为节约用水，将排水回至水箱)，调试主备用水泵的互换；记录以上各类数据。稳压设备调试排水系统运行39 8、施工进度计划及保证措施8.1、施工工期目标8.1.1、根据甲方的要求，A座商务大厦楼施工工期安排为：2013年9月21日开工，2014年10月6日竣工验收，总日历工期380日历天。8.1.2、各阶段施工工期安排如下详见施工进度计划控制横道图；8.2、施工进度保证措施8.2.1、采用先进的施工技术①、编制有针对性的施工组织设计、施工方案和技术交底。“方案先行，样板引路”39 是我公司施工管理的特色，本工程将按照方案编制计划，制定详细的、有针对性和可操作性的施工方案，从而实现在管理层和操作层对施工工艺、质量标准的熟悉和掌握，使工程施工有条不紊的按期保质的完成。施工方案覆盖面要全面，内容要详细，配以图表，图文并茂，做到生动、形象，调动操作层学习施工方案的积极性。②、合理部署，压缩结构工期，组织流水施工。③、根据不同阶段加强现场平面布置图管理。我公司将根据结构、装修等不同阶段的特点和需要设计现场平面布置图，平面图涉及现场道路的布置、各阶段机械的布置、各阶段材料堆场等方面的布置。各阶段的现场平面布置图和物资采购、设备订货、资源配备等辅助计划相配合，对现场进行宏观调控，在施工紧张的情况下，保持现场秩序井然。现场秩序井然是施工顺利进行和保证工期的重要保证之一。8.2.2、保证工期的管理措施①、建立以工程项目部经理为主的工期保证体系，编制周密的施工综合进度计划（一级总体控制计划）和季度、月度生产计划，均衡组织生产，严格执行生产计划。月度生产计划要保证完成季度生产计划，季度生产计划要保证完成综合进度计划，工程项目部要根据月度生产计划的要求，制定分项工程的旬作业计划，旬作业计划要保证完成月度生产计划。环环相扣，确保工期目标的实现。②、将立足总承包商的地位，以合约为控制手段，以总控计划为准绳，调动各分包商的积极性，发挥综合协调管理的优势，确保各项目标的实现。③、签订风险承包责任状，以工期、质量为主要考核项目，上至工程项目39 部，下至各施工班组，层层签订、落实，有奖有罚，调动各方面的积极性，组织开展以优质、高速施工为目的的劳动竞赛。④、定期召开由总包单位组织，各劳务分包及各专业分包参加的生产例会，及时解决施工中出现的进度、质量、文明施工等问题，为下一步生产工作提前做好准备；检查落实当天计划、完成情况、未完成计划原因，协调各生产要素，及时解决各种生产障碍。针对现场存在的问题，提出有预见的措施，提前排除，以保证工程顺利进行。⑤、根据施工进度的总体计划，制定材料采购和供应计划，及时组织各种材料及半成品的加工订货，保证施工的需要。⑥、施工进度管理：除日常计划、统计、协调外，每月召开生产调度会，协调各专业之间的关系，落实施工准备，创造施工条件，及时排除影响生产的障碍。⑦、我公司将充分尊重监理单位的意见，并与监理人员一道为本工程做出各自的贡献。我们将定期向业主及监理汇报承包工程进度和施工部署安排，及时沟通与各协作单位的工作关系。9、质量管理保证措施及工作流程为确保本工程项目满足各项质量要求，项目经理组织项目部有关人员共同编制《施工组织设计》和分部分项工程的《施工方案》，参加工程项目施工的全体人员都必须认真执行《施工组织设计》和《施工方案》，认真履行其质量职责，并实施运行管理。9.1、文件和资料的控制对管理体系39 文件和资料进行控制，使管理体系文件和资料能够覆盖各个有关的施工场所，使施工人员均使用有效版本，有效地控制工程质量。9.1.1、施工图纸的控制施工图纸由项目经理部技术员收图，按公司程序文件的规定进行受控标识、登记、编号，发放至施工的有关人员和部门。9.1.2、施工规范、图集的控制工程施工前，由项目技术员根据施工图纸负责配备本工程施工所需要使用的、有效版本的施工规范、规程、标准和施工图集，并负责将此技术文件分发给有关施工人员。9.1.3、设计变更、洽商的控制设计变更在设计单位、建设单位、监理单位、施工单位签字后由项目部技术员及时下发给项目经理部各有关部门和人员实施，控制工程的施工质量。设计变更原件由技术部门负责归档保存。9.1.4、施工方案的控制施工方案由项目部经理和技术负责人组织项目经理部中有关部门共同编写，报公司总工程师审批。施工方案由项目经理部技术员负责发放，按受控程序要求发至各有关部门及人员，予以实施。在施工过程中，如有变更，不能按原方案执行时，由项目部有关工长提出修改方案，报原审批人进行审批后实施。修改方案与原施工方案一同作为技术档案进行保存归档。9.2、质量记录的控制39 各组室人员负责按程序文件，作业指导书的规定填写相应记录；负责相关记录的收集、记录、整理、标识、编目、保管，经主管领导审核后按要求上交公司相关部室。技术质量组负责收集整理已竣工工程的B类记录，经技术负责人审核后上交公司技术质量部。A类记录，由公司各单位依据相应程序文件的要求收集和保存。B类记录（施工资料类），由项目部技术质量组依照《建筑工程资料管理规程》（DBJ01-51-2003）、《建设工程质量管理条例》(2001年1月30日国务院279号令)及《房屋建设工程和市政基础设施工程竣工验收备案管理暂行办法》(建设部令第78号)收集、保存,工程竣工后报公司施工管理部、技术质量部归档。送交市城建档案馆、建设单位的B类记录由项目部依照《北京市编制建筑安装工程竣工档案和资料的具体要求及做法》(1996)、《建筑装工程资料管理规程》（DBJ01-51-2003）要求整理归档。9.3、人员培训管理人员持证上岗培训由公司人力资源部负责；特种设备操作人员培训由公司施工管理部负责；外施企业劳务人员的质量、环境、安全、消防意识的培训，由项目部安全员负责。工程图纸到位后，对本工程所有新工艺、新材料，派专人进行学习，培训合格方可上岗。特殊工种人员必须持有效期内的操作合格证书上岗。9.4、物资采购施工管理部是本程序的主要负责部门，负责公司物资采购全过程的监督、检查工作及主要物资供方评价。39 项目部、各专业单位根据工程需要，签定物资采购合同，由材料部门负责组织和提供有关资料。采购合同要符合建筑合同法要求，由供方提供有关物资的技术资料条款，有环保要求的应注明。物质的供方以北京市建筑工程材料供应备案名录为依据；试验委托供方必须选用市建委公布的本市承担建设工程见证取样检测业务的质量检测单位和承担对外试验业务的试验单位名单中选择。项目部材料管理组、技术质量组和生产管理组根据物资的规格、型号及特点进行验证。9.5、劳务供方控制劳务公司负责对各项目部劳务用工进行必要的检查，不定期监控并记录。劳务公司经过本集团招标办完成劳务供方招标工作。项目部对劳务供方人员进行入场教育。项目部依据“建人劳[2001]500号”文件，对劳务供方进行资格预审和评价。内容包括：企业资质、营业执照（复印件）、业绩及质量、安全、环境管理措施。9.6、生产和服务过程控制项目部负责组织编制施工组织设计（施工组织总设计、单位工程施工组织设计、分部分项工程施工方案、季节性施工方案），承担工程项目的全部管理职责。9.6.1开工准备根据公司“项目管理办法”及与业主签订的“建设工程施工合同”组建项目部。进场后要进行以下准备：39 技术准备。包括：合同交底、图纸审核、设计交底、施工作业指导依据的准备、编制施工组织设计、编制施工方案和技术交底、编制项目分包计划等。物资准备。建筑材料准备、购（配）件和半成品加工准备、建筑施工机具准备等。劳动组织准备。包括：劳务队伍的选择、人员进场及培训等。施工现场准备。包括：现场控制网测量、做好“五通一平”、配置消防器材、设置暂设、组织施工机械进场、组织建筑材料进场、做好项目试验计划、季节性施工准备等。9.6.2项目实施项目实施阶段是施工的重点，具体应从以下几个方面进行控制：①、施工质量控制。②、施工期限控制。包括：确定项目总工期、实施多级计划管理（一级总体控制计划、二级进度控制计划、三级进度计划、周、日计划）、施工进度计划保证措施等。③、施工费用控制及施工安全和环境保护控制。9.6.3、工程竣工验收施工管理资料应按《建筑工程资料管理规程》（DBJ01-51-2003）的规定，在施工实施阶段进行收集、保存、整理，要求完整齐全，符合城建档案馆要求。项目部生产管理组负责签订《工程质量保修合同》，报公司盖章并交施工管理部一份备案。9.6.4、回访和保修39 公司接到建设工程质量修理通知后，施工管理部应立即安排相关项目部到达现场与建设单位共同明确责任方，并商议返修内容。项目部到达现场后，应积极与建设单位配合弄清质量责任，搞清质量原因，确属我公司施工原因造成的，项目部应立即组织施工进行保修，必要时与公司施工管理部共同拟定保修方案，在最短的时间内保证建设单位的正常使用。9.7、进货检验和试验9.7.1、项目材料员负责进货检验工作。通过检验应满足质量、安全、环境的要求。经现场检验不合格物资材料物资，材料员有权拒绝接受。材料员负责填写各项材料进货检验记录。9.7.2、项目试验工负责按照规定的取样方法取样送试，并对试样的代表性、真实性负责。试验工委托登记时，将不同物资的品种、规格、牌号、等级、代表数量、产地、来样编号等填写并标识清楚。9.8、过程产品的检验和试验9.8.1项目部专业工长根据检验项目和施工进程及时组织施工过程中的检验。过程产品检验主要包括：隐检和预检等检查。9.8.2、分部工程质量验收，由项目部技术负责人组织、有关工长、质检员参加，质检员核定，并及时整理分部工程质量评定。9.8.3过程试验分别由中心试验室和专业人员进行。试验项目、方法、取样、数理统计评定和非数理统计评定按国家标准、规范和规程执行。9.9、产品最终检验和试验39 单位工程完工后，项目经理负责组织工程竣工验收前的检验评定，公司总工程师、公司技术质量部、项目经理部和专业单位有关人员进行检验评定，填写《单位工程观感质量评定表》。公司总工程师组织技术质量部进行综合评定。项目部向建设单位提交工程竣工报告，并协助建设单位办理竣工备案手续，组织工程移交。室内排水系统做通球试验并做好记录。工程竣工后，项目部按《施工合同》和《建筑工程资料管理规程》（DBJ01-51-2003）中的要求和套数，整理完整的竣工资料，移交建设单位和公司技术质量部存档。9.10、不合格品及不符合控制公司技术质量部负责组织对分部、分项工程不合格产品及环境不符合的日常监督检查。项目部技术负责人和项目经理负责不合格品的处置与审批。材料员和仓库保管员，对查出的不合格材料、成品、半成品做好清点、隔离，挂上明显不合格标识，并填写《不合格物资处置记录表》。对不合格物资，由项目部材料员按评审意见负责处置，并做好记录，质检员进行复验确定。9.11、预防措施控制39 项目部主管质量、环境和职业安全的人员，在工程开工前或分阶段组织有关人员召开质量、环境和职业健康安全分析会，对其潜在的不合格原因进行分析。根据不合格的分析原因，项目部制定预防措施，经项目主管领导审批后组织实施，项目部质检员、环保员、安全员负责验证实施结果。10、成品保护措施10.1、严格落实责任制抓好现场成品保护工作，并加强思想教育工作，使全体施工人员从思想上重视，人人树立爱护成品、保护成品的自觉意识，互相监督，确保成品的完好性。10.2、成品保护小组建立成品保护小组，分层设专人管理和巡视检查。作好成品的保护记录、交接班记录和施工人员进出施工作业地点记录。10.3、工序安排合理安排工序，严格按顺序施工：先湿后干，防止交叉污染。科学管理，文明施工。10.4、分项工程成品保护措施安装暖、卫管线或其它设施时，不得任意切断和移动钢筋。10.5、交叉作业成品保护装修与结构交叉作业时应加强对结构的成品保护，禁止随意剔凿。土建与水暖交叉作业时，要互相明确责任，正确划分利益关系，建立固定的协调制度。加强对土建成品、半成品，水暖管线的保护。39 10.6、原材料、成品、半成品保护加强原材料、成品及半成品的保护工作。材料进场后要按程序文件的要求对材料进行进货检验，按平面图的要求堆放材料或分类进入库房保存。11、安全保证措施11.1、我公司职业健康安全目标杜绝工伤死亡，重大事故（高空坠落、触电、物体打击、机械伤害、坍塌）；杜绝重大火灾事故；杜绝重大交通死亡事故；杜绝重大与生产有关的机械设备及压力容器事故；文明施工达标率100%。11.2、项目的方针目标1）在施工中，始终贯彻“安全第一、预防为主”的安全生产工作方针，认真执行国务院、建设部、西安市关于建设施工企业安全生产管理的各项规定，把安全生产工作纳入施工组织设计和施工管理计划，使安全生产工作与生产任务紧密结合，保证职工在生产过程中安全与健康，严防各类事故发生，以安全促生产。2）强化安全生产管理，通过组织落实、责任到人、定期检查、认真整改，实现零死亡事故目标，控制重伤事故在0.5‰以下。11.3、组织管理1）根据作业人员情况成立4～8人的现场“安全纠察队”39 ，队员需佩带统一的“安全纠察”臂章，享有项目经理特许权，开展日常的安全生产检查工作。2）投标人项目经理部主要负责人与各施工单位主要负责人须签订安全生产责任状，施工单位主要负责人与本单位施工负责人须签订安全生产责任状，使得安全生产工作责任到人，层层负责。11.4、工作制度1）每半月召开一次“安全生产管理委员会”工作例会，总结前一阶段的安全生产情况，布置下一阶段的安全生产工作。2）各单位在组织施工中，必须保证有本单位施工人员施工作业就必须有本单位领导在现场值班，不得空岗、失控。3）严格执行施工现场安全生产管理的技术方案措施，在执行中发现问题应及时向有关部门汇报。更改方案和措施时，应经原设计方案的技术主管部门领导审批签字后实施，否则任何人不得擅自更改方案和措施。4）建立并执行安全生产技术交底制度。要求各施工项目必须有书面安全技术，且交底必须有针对性，并有交底人和被交底人签字。5）建立并执行班前安全生产讲话制度。6）建立并执行安全生产检查制度。由投标人项目经理部组织的，由各施工单位安全生产负责人参加的联合检查应每半月组织一次。根据检查情况评比打分，对检查中所发现的事故隐患问题和违章现象。开出“隐患问题通知单”39 ，各施工单位在接到通知单后根据具体情况，定时间、定人、定措施予以解决，投标人项目经理部有关部门应监督落实问题的解决情况。若发生重大不安全隐患时检查组有权下达停工指令，待隐患问题排除，并经检查组批准后方可施工。12、专业施工技术资料①、施工方案及审批表、工程技术文件报审表②、技术交底记录③、设计变更、工程洽商记录④、材料、设备质量证明文件。⑤、材料、构配件进场检验记录⑥、设备及管道附件试验记录⑦、隐蔽工程检查记录⑧、预检记录⑨、交接检查记录⑩、施工试验记录：a、灌水试验记录b、强度严密性试验记录c、通水试验记录d、吹洗试验记录e、通球试验记录g、消火栓试射记录h、安全附件安装检查记录i、检验批质量验收记录j、竣工图39 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