给水排水施工组织设计 19页

'给水排水施工组织设计班级：07水姓名：指导老师：王晶19 目录一、工程概况1.1给水系统1.2排水系统1.3消防系统1.4人防系统二、编制依据及说明2.1编制依据2.2编制说明三、施工准备3.1技术准备3.2施工现场准备3.3劳动力的组织安排3.4物资组织安排3.5施工部署3.6施工注意事项四、主要施工方法及技术质量要求4.1预留孔洞4.2管道敷设4.3给水系统4.3.1工艺流程及施工方法：4.3.2、质量标准：19 4.3.3室内给水管道的要求规范4.4排水系统4.4.1工艺流程及施工方法4.4.2质量标准4.4.3排水规范4.5室内消防系统4.6自动喷淋系统五、施工试验六、防腐及油漆八、管道保温八、质量、技术、环境、安全及文明施工措施19 一工程概况1.1给水系统1.11用水量80L/S.给水由市政管网与水泵水箱联合供给。1.12给水：一至四层由市政管网供水，五层以上有屋顶水箱供水。1.13给水管采用衬塑钢管，快接件链接，每层按规范设固定支架。1.2排水系统1.21污水采用分流排水系统。污水由化粪池处理后，在排入污水管网。1.22管材：污水管及空调，雨水管均采用UPVC管，粘接，每层设伸缩节及阻火圈。按江苏省给排水通用图集S9702施工，排水坡度采用标准坡度。室外雨污排水管采用HDPE高密度聚氯乙烯双壁波纹管。1.3消防系统1.31本工程为小高层办公楼，消防系统采用消火栓系统及自喷系统。消防水泵房设在地下层内，十八层消防水箱设在屋顶1.32消防水量：室内为q=20L/s室外为q=20L/S,火灾延续时间为两小时，自喷用水量为30L/s活在延续时间为一小时消防水池为435吨。1.33管材及配件：消火栓管及自喷管均采用镀锌钢管。DN100以下丝扣连接。消防系统所设蝶阀，请用油漆将其开启方向作出明显标志两个系统均设消防水泵接合器1.4.人防设计19 1.41本工程地下二层为六级人防工事，地下一层为六级人防工事平时为停车场1.42战时为人员掩蔽部，掩蔽人数为800人，战时人员用水由战时水库供给战时饮用水标准为6L/d生活用水标准为4L/d。根据规范战时水箱为100m31.43消火栓及自动喷水灭火系统接自上部建筑泵房，消火栓消防水量为15L/S，自喷消防水量为26L/S，口部各设备用房需配置二氧化碳灭火器，具体位置由甲方确定。1.44管道穿越工事侧墙时须安装刚性防水套管，详见国标S312.8-81.45消防管压力排水管自流排水管此阿勇镀锌钢管。丝扣连接，管径>DN100卡箍连接。给水管采用钢塑管。道装竣后须进行水压试验所有排水管采用标准坡度。1.46卫生设备安装详见国标99S304二编制依据及说明2.1编制依据1）办公综合楼施工图；2）法规：（1）《中华人民共和国建设法》（2）《建设工程质量管理条例》（3）《建设工程施工现场管理规定》（4）《施工现场管理办法》3）规范、规程、标准、图集（1）《建筑设备施工安装通用图集》（91SB系列）（2）《给排水标准图集》合订本S1、S319 （1）《建筑给水排水及采暖工程施工质量验收规范》GB50242-2002（2）《建筑排水硬聚氯乙烯管道工程技术规程》GJJ/T29-98（3）《建筑安装分项工程施工工艺规程》DBJ01-26-2003-（4）《建筑安装工程资料管理规程》DBJ01-51-2003（5）《建设工程监理规程》DBJ01-04-2001（6）《建筑给排水暖通空调燃气工程施工工艺标准》北京城建集团编制（9）GB50261-96〈2003年版〉；《自动喷水灭火系统施工及验收规范》（10）99S304《给排水卫生设备安装图集》2.2编制说明针对本工程实际情况及施工现场的要求，本施工组织设计把施工部署、施工准备、施工进度计划、主要工序的施工方法、质量保证措施、工期保证措施、安全生产保证措施、文明施工保证措施，在本施工组织设计中作重点阐述，其它常规性技术措施及施工工序的施工方法仅作一般性阐述。施工组织设计编制的目的：统一操作程序、统一施工做法、统一质量验收标准，强调施工组织设计的广度、深度和合理性、适用性，增强对工程质量的预控能力，是落实施工方法的指导文书。三施工准备本工程安装项目多，工程质量要求高，为此必须充分做好施工准备和施工部署，采取正确的施工方法及技术措施，精心组织施工，才能按期、保质、保量完成所承担的安装任务。进场后，首先进行各项施工准备工作：19 3.1技术准备认真熟悉、审查图纸，领会设计意图。核对各图纸内容有无冲突之处，系统图与平面图有无不符之处；核对管道的分布、走向、坡度、标高是否正确；核对排列空间是否合理；给排水、核对设计要求与现行的施工规范有无差别等。有问题及时与设计、监理和其他专业技术人员协商、研究解决，进行图纸会审、办理洽商变更手续。编制施工方案，进行技术交底，同时对职工进行技术培训。3.2施工现场的准备熟悉施工现场，按照现场平面布置图的规划，进行料场布置、加工棚的搭设、施工人员衣、食、住、行的落实、办公室的确定；制定各种规章制度；对职工进行安全、防火教育。3.3劳动力的组织安排合理而科学的组织劳动力，是保证工程顺利进行的因素之一。本工程质量要求高，因此要求施工人员的素质相应提高，要求施工人员熟练掌握施工工艺及质量评定验收标准，以实现确保鲁班奖的质量目标。3.4物资组织安排根据图纸，计算主要工程量，提出主要材料、设备计划、机具计划。各种材料、附件、设备根据材料计划表和施工进度及时进场。设备、附件、管材、管件及附属制品等，产品质量证明必须齐全，在进场后使用前认真检查，并会同监理工程师验收。施工主要机械设备：如套丝机、电焊机、沟槽机、手动、电动工具等根据施工进度及时进场。3.5施工部署根据本工程总施工进度计划及给排水、暖通工程工程量，制定给排水、暖通工程施工总进度计划。19 预留、预埋工程随土建结构施工进度进行；主体结构施工到三层以上，具备施工条件时进行地下室给排水系统、空调水系统安装，安装进度与土建结构施工进度隔三层以上；当卫生间、开水间内的土建精装完成后，卫生洁具开始安装；各种设备根据各工作面施工情况进行安装；安装完成后分别进行各项试验及管道保温。安装总原则：先预制后安装，先干管后立管再支管，先低处后高处，先管路安装后设备安装，先干管单项试验后系统试验，合格后进行防腐、保温及隐蔽。3.6施工注意事项3.6.1图注标高以米为单位,其余以毫米为单位。给水管标高为管中心，排水管标高管内底。3.6.2管道穿墙·穿板·穿梁时要与土建紧密结合，做好预留埋件工作，防水套管选用02S404型。3.6.3管道安装完毕均做压力试验：冷水为1.MPa。排水管应分层做灌水试验，立管做通球试验，消防管试验压力为1.05MPa。自喷管试验压力为1.4a3.6.4管道吊架按国标03S304施工。3.6.5卫生洁具的安装参见国标99S3043.6.6未尽述部分请按国家有关施工验收规范执行四、主要施工方法4.1预留空洞1孔洞预留工艺流程模具制作放线标识复核确认模具定位配合施工在结构施工前，熟悉设计图纸，根据图纸绘制管道留洞图，并同其他专业共同复核留洞图位置的准确性。如发现有专业交叉，应及时与设计沟通洽商，并办理洽商变更手续，以保证管道洞口的预留和工程的顺利进行。根据施工图中给定的管道坐标和标高在模板上做好标记，将事先准备好的模具固定在板面或钢筋上。在土建施工过程中，安排管道预埋人员值班，随时检查是否移位、损坏和漏留情况的发生。2.管道穿越地下室外墙时，按要求设置刚性防水套管，套管大管两号。3.管道穿越墙壁或楼板，设置套管，大管两号，顶部高出地面20mm19 。卫生间及厨房内的套管顶部高出地面50mm，底部与板底持平，安装在墙壁内的套管其两端与饰面持4.2管道敷设4.2.1管道穿越基础墙和承重墙时应配合土建施工，预留孔洞，埋钢套管，钢套管与预留孔上方净空高度≥0.1m。4.2.2全部给排水、消防管道除地下一层车库明预装外，其余均暗设在吊顶管井、墙槽和后包厢内。卫生间给水、热水支管剔墙槽敷设。沿墙柱敷设的立管详见图中标注，除此外均以最小距离敷设。4.2.3特殊墙面做法按完成面考虑。DN≦50mm的管道距墙面80mm；管径大于50mm或小于等于100mm时，距墙面120mm；管径大于100mm，小于或等于150mm时，距墙面150mm；管径大于150mm，小于或等于200mm时，距墙面200mm。4.3给水系统4.3.1工艺流程及施工方法：安装准备→预制加工→管卡安装→干管安装→立管安装→支管安装→管道试压→管道防腐和保温→管道冲洗（1）生活给水管DN≥60主管（立干管）选用内衬塑（PE）热镀锌钢管，DN‹100丝扣连接，DN≥100为卡箍连接；DN≤50支管采用环压式薄壁不锈钢管道及管件，环压式连接。局部施工完后找直找正，复核甩口位置、方向及变径无误，做好临时封堵。管道支架距离符合下表:（2）给水水平管道支架的最大间距管径（mm）20253240507080100125最大间距（m）33.544.55666.5719 ⑵、管道试压：管道安装完成后进行单项强度严密性试验，检查各接口无渗漏，观察压力降在允许范围内，通知有关人员办理验收手续。在全部干、立、支管安装完毕后按设计和规范要求进行系统强度严密性试验。室内给水管道试验压力为工作压力的1.5倍，10min内压力降≯0.05MPa，然后把压力降至工作压力做外观检查，以不渗漏为合格。⑶、管道保温：暗管设15mm厚难燃型B1级软质聚氨酯保温管壳防结露保温层，粘接。导热系数≤0.034W/m.k。穿越防火墙、楼板处前后两米内为带铝箔（内衬玻璃丝布）外保护层超细离心玻璃棉管壳，粘接。⑷、管道冲洗消毒：根据设计及规范要求，给水、热水管道在系统运行前用水冲洗，以系统最大设计流量进行冲洗，直到出水口的水色和透明度与进水口目测一致为合格。给水管道还应用20～30ｍｇ／Ｌ的游离氯的水灌满管道进行消毒，停留时间不小于24小时，消毒结束后，再用生活饮用水冲洗，并经卫生监督管理部门取样检验，水质符合现行的国家标准《生活饮用水卫生标准》后方可使用。4.3.2质量标准：1）隐蔽管道和给水系统的水压试验结果符合设计要求和施工规范规定；给水系统竣工后使用前，进行管道冲洗。2）管道坡度应符合设计要求；管道支、吊、托架的安装应符合设计要求和施工规范规定；管道及支架油漆应符合设计要求和施工规范规定。3）给水管道安装及允许偏差见下表：给水管道安装19 安装时检查热镀锌管及管件内外镀锌是否均匀，有无锈蚀、飞刺管件无偏扣、乱扣、丝扣断丝等现象。阀门的型号应符合设计要求按水暖图纸画出管道分路、管径、变径、预留管口、阀门位置的草图，再根据结构实际尺寸量出每段管子的准确尺寸，标在施工草图对应位置上，然后按草图测得的尺寸预制加工无误后做好防腐，再从总入口开始操作，总进口端头加好临时丝堵，以备试压用并清扫管膛，丝扣处抹上铅油缠好麻，用管钳按编号依次上紧，丝扣外露2-3扣，安装完后找直、找正，复核甩口位置，方向及变经无误，清除麻头，将镀锌层破损处刷防锈漆，所有管口加好临时丝堵，进行主干管打压合格后，再立管安装，安装时按预制时编号分层顺序安装并对好调直时的印记拧紧，校核甩口高度，方向是否正确，立管阀门安装高度，朝向是否便于操作和修理，将发管甩口均加好临时丝堵，作上管打压试验，合格后用线坠吊直找正，配合土建堵好楼板洞，等堵洞混凝土凝固后进行支管安装，将预制好的支管按编号从立管甩口处依次逐段进行安装并架好固定支架，安好后核定不同卫生器具的甩口高度、位置是否正确，无误后将过墙处的套管固定好配合土建堵好，最后，将所有甩口处用丝墙堵好进行系统水压试验。给水管道安装允许偏差项次项目允许偏差（mm）检验方法1水平管道纵、横方向弯曲每/米管径小于或等于100mm0.5管径大于100mm1用水平尺、直尺拉线和尺量检查全长（25m以上）管径小于或等于100mm不大于13管径大于100mm不大于252立管垂直度每米2吊线或尺量检查全长(5m以上)不大于103隔热层卷材或板材4用2m尺和楔形塞尺检查厚度(δ)+0.1(δ)-0.05(δ)用钢针刺入隔热尺和尺量检查4.3.3室内给水管道的要求规范（1）室内给水管道不应穿越变配电房、电梯机房、通信机房、大中型计算机房、计算机网络中心、音像库房等遇水会损坏设备和引发事故的房间，并应避免在生产设备上方通过室内给水管道的布置，不得妨碍生产操作、交通运输和建筑物的使用。（2）室内给水管道不得布置在遇水会引起燃烧、爆炸的原料、产品和设备的上面。（3） 埋地敷设的给水管应避免布置在可能受重物压坏处。管道不得穿越生产设备基础，在特殊情况下必须穿越时，应采取有效的保护措施。（4）给水管道不得敷设在烟道、风道、电梯井内、排水沟内。给水管道不宜穿越橱窗、壁柜、给水管道不得穿过大便槽和小便槽，且立管离大、小便槽端部不得小于0.5m。（6）给水管道不宜穿越伸缩缝、沉降缝、变形缝。如必须穿越时，应设置补偿管道伸缩和剪切变形的装置。（7）室内给水管道上的各种阀门，宜装设在便于检修和便于操作的位置。（8）建筑物内埋地敷设的生活给水管与排水管之间的最小净距，平行埋设时不应小于0.5m；交叉埋设时不应小于0.15m，且给水管道应在排水管的上面。（9）给水管的伸缩补偿装置，应按直线长度、管材的线膨胀系数、环境温度和管内水温的变化、管道节点的允许位移量等因素经计算确定。应尽量利用管道自身的折角补偿温度变形。（10）当给水管道结露会影响环境，引起装饰、物品等受损害时，给水管道应作防结露保冷层，防结露保冷层的计算和构造，按现行的《设备及管道保冷技术通则》执行。（12）给水管道暗设时，应符合下列要求：1）不得直接敷设在建筑物结构层内；19 2） 干管和立管应敷设在吊顶、管井、管窿内，支管宜敷设在楼（地）面的找平层内或沿墙敷设在管槽内；3） 敷设在找平层或管槽内的给水支管的外径不宜大于25mm；4）敷设在找平层或管槽内的给水管管材宜采用塑料、金属与塑料复合管材或耐腐蚀的金属管材；（13）敷设在找平层或管槽内的管材，如采用卡套式或卡环式接口连接的管材，宜采用分水器向各卫生器具配水，中途不得有连接配件，两端接口应明露。地面宜有管道位置的临时标识。（14） 管道井的尺寸，应根据管道数量、管径大小、排列方式、维修条件，结合建筑平面和结构形式等合理确定。需进人维修管道的管井，其维修人员的工作通道净宽度不宜小于0.6m；管道井应每层设外开检修门。管道井的井壁和检修门的耐火极限及管道井的竖向防火隔断应符合消防规范的规定。（15）给水管道应避免穿越人防地下室，必须穿越时应按人防工程要求设置防暴阀门。（16） 需要泄空的给水管道，其横管宜设有0.002～0.005的坡度坡向泄水装置。（17）给水管道穿越下列部位或接管时，应设置防水套管：1） 穿越地下室或地下构筑物的外墙处；2） 穿越屋面处；注：有可靠的防水措施时，可不设套管。3）穿越钢筋混凝土水池（箱）的壁板或地板连接管道时。（18） 明设的给水立管穿越楼板时，应采用防水措施。（19） 敷设在有可能冻结的房间、地下室及管径、管沟等地方的给水管道应有防冻措施。4.4排水系统4.4.1工艺流程及施工方法　　　　　1）管道安装：按施工图纸的坐标、标高找好位置和坡度，根据图纸将干、立、支管运至现场，并将雨水斗、卫生洁具、地漏、检查口、清扫口的位置找准。立管选用UPVC螺旋降噪排水塑料管，横支管选用普通排水塑料管；主横管选用A型柔性接口机制排水铸铁管。排水立管与水平干管的连接采用两个45°弯头。管井内排水立管每层设固定卡一个。吊顶内水平排水支管采用吊卡，顶板采用膨胀螺栓固定。排水管支架间距及坡度见下表。排水铸铁管道支吊架的最大间距（单位：m）公称直径（mm）507080100125150支架的最大间距（m）保温管3444.567不保温管5666.57819 排水塑料管道支吊架最大间距（单位：m）管径（mm）5075110125160立管1.21.52.02.02.0横管0.50.751.101.301.6排水铸铁管道坡度序号管径（mm）标准坡度（‰）最小坡度（‰）1503525275251531002012412515105150107生活污水塑料管道坡度序号管径（mm）标准坡度（‰）最小坡度（‰）1502512275158311012641251055160742）管道试验：根据施工规范规定及设计要求，排水管道在安装后要进行灌（满）水试验和通球试验。排水管道灌水试验其灌水高度应不低于底层卫生器具的上边缘或底层地面的高度，满水15min水面下降后，再灌满观察5min，液面不降，管道及接口无渗漏为合格；安装在室内的雨水管道在安装后要进行灌水试验，注水高度必须到每根立管最上部雨水斗，在1h内不渗不漏为合格；排水管道的立管及水平干管均应做通球试验，通球球径不小于排水管道管径的2/3，通球率达到100%。19 3）管道保温：采用B1级软质聚氨酯保温管壳粘接。导热系数≤0.034W/m.k，厚度为：在吊顶内15mm，不采暖房间25mm，穿窗井处40mm。穿窗井处另设铝皮外保护管壳，穿越防火墙、板处前后两米内为带铝箔（内衬玻璃丝布）外保护层超细玻璃棉管壳，粘接。4.4.2质量标准：1）隐蔽的排水管道灌水试验结果必须符合设计要求和施工规范规定；管道的坡度必须符合设计要求；排水系统竣工后的通水试验结果，符合设计要求和施工规范规定。2）管道的粘接应符合设计要求和施工规范规定；管道支、吊、托架的安装符合设计要求和施工规范规定；管道及支架油漆符合设计要求和施工规范规定。3）管道安装允许偏差和检查方法见下表：项次项目允许偏差检查方法1坐标15用水平尺、直尺、拉线和尺量检查2标高±153水平管道纵、横方向弯曲铸铁管每1米1全长25米以上≯254立管垂直度铸铁管每1米3吊线和尺量检查全长5米以上≯154.4.3排水规范（1）同层排水关键问题是地漏设置。住宅卫生间、厨房内一般不经常从地面排水，即便有少量溅水完全可以用抹布一抹了之。一些不经常从地面排水的地方设置了地漏，由于没有地面排水，造成水封得不到补充而导致水封丧失，有害有毒气体串入室内。为了避免水患，应从给水安全方面考虑：①卫生器具都应有溢流口。②给水管道附件（管道配件阀门、卫生设备软管等）均应符合现行的行业标准的要求，避免爆管、脱节而造成水患。同层排水如需设置地漏，拟将卫生间的整体或局部楼板降低300mm，管道在填层中敷设。此类做法关键在于面层的防水要做好，否则楼板降低部分变成一个污水池，破坏了建筑和环境卫生。故同层排水必须由建筑、结构、给排水、设计、施工密切配合，才能做到完善。塑料管伸缩节设置在水流汇合配件（如三通、四通）附近，可使横支管或器具排水管不因为立管或横支管的伸缩而产生错向位移，配件处的剪切应力很小，甚至可忽略不计，保证排水管道长时期运行。（2）建筑塑料排水管穿越楼层设置阻火装置的目的是防止火灾蔓延，是根据我国模拟火灾试验和塑料管道贯空孔洞的防火封堵耐火试验成果确定。其设置条件为：1）高层建筑立管穿越楼层时；2）管径：外径大于等于110mm时；3）设置条件：立管明设，或立管虽暗设但管道井内是隔层防火封隔；4）横管穿越防火墙时；5）19 设置位置：明设立管的穿越楼板处的下方，支管接入立管穿越管道井壁处，横管穿越管道井壁处，横管穿越防火墙的两侧。如管道井内每层楼板有防火分隔，则可不必设置。管窿的楼层分隔如是楼板亦可不装阻火装置。（3）根据国内外的科研测试证明，污水立管的水流流速大，而污水排出管的水流流速小，在立管底部管道内产生正压值，这个正压区能使靠近立管底部的卫生器具内的水封遭受破坏，卫生器具内发生冒泡、满溢现象，在许多工程中都出现了上述情况，严重影响使用。为此，连接于立管的最低横支管或连接在排出管、排水横干管上的排水支管应与立管底部保持一定的距离。本条参照国外规范数据并结合我国工程设计实践确定。（4）排水管断面增幅过大，水流速度过于减小，杂物容易沉积。工程实践证明，采用增大一号排出管管径，从而缩小最低横支管与立管底部一档垂直距离的办法是可行的。（5）“立管底部”系指立管转入排出管的转弯处、立管与横干管连接处。建筑物排水管如每根与室外排水管管顶平接，则会造成每根排出管的埋设标高和坡度都不一致。如埋深过大，则会给施工带来不便。同时，排水管与室外排水管道平接后，一旦室外排水管道超负荷运行时，就影响排水管的通水能力，导致室内卫生器具冒泡或满溢。水流偏转角不得小于90 ，才能保证畅通的水力条件，避免水流相互干扰。但当落差大于0.3m时，水流转弯角度的影响己不明显，故水流落差大于0.3m时，不受水流转角的影响。（6）室内排水沟与室外排水管道连接，往往忽视隔绝室外管道中有毒气体通过明沟窜入室内，污染室内环境卫生。有效的方法，就是设置水封井套管孔洞预留洞预留平层水管及阀门等安装竖井主管及其配件安装平层水管分层试压试压主管分段试压主支管与设备连接系统试压冲洗系统试运行材质检查设备安装洁具安装19 给排水施工流程示意图4.5室内消防系统本工程消火栓管道应采用无缝钢管，焊接接口。阀门及需拆卸部位采用法兰连接。建筑物外墙以外埋地管采用内衬水泥砂浆球墨铸铁管（转换接头在室内）。管材不得有弯曲、锈蚀、重皮及凹凸不平等现象。消火栓箱体的规格类型应符合设计要求，箱体表面光滑、平整。金属箱体无锈蚀、划伤，箱门开启灵活，箱体方正，箱内配件齐全。栓阀外形规矩，无裂纹，启闭灵活，关闭严密，密封填料完好，有产品出厂合格证。4.5.1工艺流程安装准备→消防水泵安装→干、立管安装→消火栓及支管安装→消防水箱和水泵结合器安装→管道试压→管道冲洗→消火栓配件安装→系统通水试验4.5.2工艺做法1.核对有关专业图纸，查看各种管道的坐标、标高是否存在排列位置不当，及时与设计人员研究解决，办理洽商手续。2.检查预埋件和预留洞口是否准确。3.检查管材、管件、阀门、设备及组件等是否符合设计要求和质量要求。4.安排合理的施工顺序。A干管安装a.管道在焊接前，应清除接口处的浮锈、污垢及油脂。b.不同管径的管道焊接、连接时如两管径相差不超过小管径的15%，可将大管端部缩口与小管对焊。如果两管相差超过小管径的15%，应加工异径短管或成品大小头管焊接。c.管道对口焊缝上不得开口焊接支管，焊口不得安装在支架位置上。d.管道穿墙处不得有接口，管道穿过伸缩缝处应有防冻措施。e.管道对口焊接时先点焊三点以上，然后检查预留口位置、方向、变径等无误后，找直，找正再焊接，紧固卡件，拆掉临时固定件。19 B立管安装立管安装在竖井内时，在管井内预埋铁件上安装卡件固定，主管底部的支架、吊架要牢固，防止立管下坠。C消火栓及支管安装消火栓箱体，要符合设计要求。栓阀等产品均应有消防部门的制造许可证及合格证方可使用。消火栓支管要以栓阀的坐标、标高定位甩口，核定后再稳固消火栓箱，箱体找正稳固后再把栓阀安装好。栓阀侧装在箱内时应在箱门开启的一侧，箱门开启灵活。消火栓箱体安装在轻质隔墙上时，应有固定措施。消防水泵、高位消防水箱和水泵结合器的安装4.5.3管道试压消防管道试压可分层，分段进行。上水时最高点要有排气装置，高低点各装一块压力表，上满水后检查管路有无渗漏，如有法兰、阀门等部位渗漏，应在加压前紧固，升压后再出现渗漏做好标记，卸压后处理。试压环境温度不得低于+5℃.强度试验不低于1.4MPa，水压强度试验的测试点应设在系统管网的最低点。对管网内空气排尽，缓慢升压，达到试验压力后，稳压30min，目测管网应无泄露和变形，且压力降不大于0.05MPa。水压密闭性试验应在强度试验和管网冲洗合格后进行。4.5.4管道冲洗消防管道在试压完毕后进行做连续冲洗。冲洗前先将系统中的流量减压孔板过滤装置拆除，冲洗水质合格后重新安装好，冲洗出的水要有排放走向，不得损坏其他成品。4.5.5消火栓配件安装配件安装在交工前进行。消防水龙带应折放在挂架上或卷实盘紧放在箱内，消防水枪竖放在箱体内测。消防水龙带与水枪快速接头应使用配套卡箍锁紧。设有电气按钮注意配合电气专业施工。4.5.6系统通水调试消防系统通水调试应达到消防部门测试规定条件。消防水泵接通电源已试运转。测试最不利点的消火栓的压力和流量能满足设计要求。19 4.5.7质量要求1〉.室内消火栓系统安装完成后，取屋面试验消火栓做试射试验，达到设计要求为合格。2〉.箱式消火栓安装，栓口应朝外，并不应安装在门轴侧。3〉.栓口中心距地面为1.1m，允许偏差±20mm。4〉.阀门中心距箱侧为140mm，距箱后表面100mm，距箱底120mm，允许偏差±5mm。5〉.消火栓箱体安装的垂直度允许偏差为3mm。内部资料仅供参考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&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&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