何村小村并大村项目-号住宅楼施工组织设计

何村小村并大村项目4-3号住宅楼施工组织设计编制：审核：批准：陕西拙成建筑工程有限公司2013年4月20日目录35 第一章工程概况-------------------------------------------4一、工程简况------------------------------------------------4二、建筑地点及自然条件--------------------------------------4三、施工条件及特点---------------------------------------4-5四、编制依据----------------------------------------------5-6第二章施工准备计划---------------------------------------6一、施工组织机构和职能分工管--------------------------------6二、施工准备阶段组织部署----------------------------------6-8三、主要建筑材料计划----------------------------------------9四、施工力量组织安排----------------------------------------9五、主要机械设备机具配备-----------------------------------10第三章施工方案和技术措施---------------------------------10一、施工流程--------------------------------------------10-11二、主要施工方法和技术措施------------------------------11-21第四章施工进度计划-----------------------------------------21一、工期目标----------------------------------------------21二、总进度计划网络图-----------------------------------21-22第五章施工总平面布置----------------------------------------22一、布置原则------------------------------------------22-23二、施工平面管理-----------------------------------------23三、布置方案---------------------------------------------23四、现场施工用电-------------------------------------23-2435 一、现场施工用水-------------------------------------24第六章质量保证措施------------------------------------------24一、质量保证措施----------------------------------------24-27二、季节施工措施----------------------------------------27-28第七章安全文明施工保证措施----------------------------------28一、成立安全管理网络-----------------------------------28-29二、安全文明施工技术措施-------------------------------29-33第八章物资管理与成本控制------------------------------------33一、物资管理----------------------------------------------33二、成本控制-------------------------------------------33-35第一章工程概况35 一、工程简况1．本工程外形为一字形，尺寸为78.88×16.74米，建筑总面积为2145.8平方米，为三层砖混结构，建筑物高度9.3米。2．建设单位：高陵县规划建设和住房保障局。3．设计单位：陕西方圆工程设计有限责任公司。4．本工程主要结构：基础为C30钢筋砼条形基础。砖混结构，层层设置圈梁，构造柱，C25钢筋砼梁板。5．各分部主要做法：1）墙体：±0.00以下MU10机制实心砖，M10水泥砂浆；±0.00以上MU10KP1型承重粘土空心砖，M7.5混合砂浆2）屋面：结构层上做4厚SBS防水卷材，1层为2厚SBS防水涂膜。有组织排水。3）装修：室内混合砂浆粉刷，卫生间墙陶瓷面砖；外墙贴面砖墙面。二、建筑地点及自然条件本工程位于高陵县何村。地震烈度为7度。周边民房较多。三、施工条件及特点1．施工用水、电源已由建设单位引至现场边，电源距本工程现场约100m内，水源距本工程现场约100m，施工便道通畅。2.工程特点：1）工期紧根据招标文件要求，计划开工日期2013年04月12日，计划竣工日期2014年4月12日，总工期日历天书为365天。35 1）基础浅基础结构施工期正值春夏交接阶段，估计阴雨天气较多，会给基础开挖工作增加难度。2）要求高业主对工程质量、工程进度及施工管理等方面都有很高的要求。根据上述三大特点，我公司在施工过程中，将克服各种不利因素，以一流的管理水平，一流的工程质量，一流的工程速度，以优良工程为目标，顺利完成本工程任务。四、编制依据：l《土方与爆破工程施工质量验收规范》GB50201-2002l《建筑工程施工质量验收统一标准》GB50300-2001l《建筑地基基础工程施工质量验收规范》GB50202-2002l《砌体工程施工质量验收规范》GB50203-2002l《混凝土结构工程施工质量验收规范》GB50204-2002l《屋面工程质量验收规范》GB50207-2002l《建筑地面工程施工质量验收规范》GB50209-2002l《建筑装饰装修工程施工质量验收规范》GB50210-2002l《建筑给排水及采暖工程施工质量验收规范》GB50242-2002l《建筑电气工程施工质量验收规范》GB50303-2002l《建筑施工高处作业安全技术规范》l《建筑机械使用安全技术规范》35 l《施工现场临时用电安全技术规范》l本工程招标书及有关文件l建设单位提供的有关该工程的施工图l本公司的有关施工、施工质量、安全生产、技术管理等文件l施工现场实地状况第一章施工准备工作计划一、施工组织机构和职能分工1．根据本工程的特点和现场条件等，为实现工程“优质、高效、安全、文明”地完成目标，经我公司慎重研究，决定配备具备丰富施工经验的工程技术人员和管理人员组成工程项目管理机构。一旦中标，我公司将把本工程列入2013年度重点工程实施项目，公司经理责任挂钩项目。施工过程实行全面质量和安全管理，实行优化劳动组合，实现一次交验合格率100%，整体工程在合同期内达到优良。2．现场设项目经理、工程师、技术员、施工员、质安员及“五大员”组成。技术、质检、材料供应、财务、保卫、后勤等各部门齐备，分工明确，各司其职。二、施工准备阶段组织部署135 ．开工前，作好充分的施工准备工作：公司一旦中标，即刻组织项目部工程技术人员仔细查阅施工图纸，会同设计院等有关部门进行会审；修编、批准施工组织设计并进行交底；按要求修整进场施工道路，达到既不影响总体设计和业主下一步规划实施，又能满足施工用途，尽量作到节约、实用。安排铺设施工用水、电源，并充分考虑场地排水；和业主、设计等交验并设置永久及半永久的坐标和水准点；组织材料、成品、半成品的采购储备，并陆续进场，保证连续施工；组织所需施工机具设备进场；组织工程项目部及施工人员按合同开工日期进场，并且迅速建立健全项目管理制度、工作标准及各岗位质量、安全责任制，作好工人的入场三级教育等。项目部管理机构系统图项目经理项目副经理35 安装队长施工员质检员材具员土建队长项目安全员队安全员队质检员队安全员队质检员模板班长综合班长辅助班长安装队门岗保卫防水班长门窗班长钢筋组长架子组长瓦工组长抹灰组长水安班长现场组长电安班长2．为确保工程的顺利完成，前期的土建工程需组织较大力量，抢抓基础和主体施工工期，公司要做好物资供应，准备好充足的架料、模板及材料，并作好水电工程的预埋、预留工作，合理安排土建与水电工程。三、主要建筑材料计划1．根据工程特点，为保质、高效地完成施工任务。充分的材料准备工作可为后续施工打下良好基础。1）35 由于该工程施工进度较紧，标准层施工时，模板配备三套，满足流水翻转。2）土建用砖、砂、石、石灰等建筑材料，按施工总要求及设计要求就地购置。水泥采用太行山水泥厂生产的太行山牌水泥或同等质量的产品，钢材及水电材料自邯钢采购运至现场。四、施工力量组织安排为确保工期，根据工程特点，本工程投入各工程生产人员135人，合理安排技术综合性人员。劳动力需用计划表序号专业、工种人数进场时间1砖瓦（砼）工402模板工（木）123钢筋工124抹灰工155架子工126机械操作工47水电工108普工30合计135五、主要机械设备机具配备根据工程需要，本工程主要选择以下机械设备进场施工。1．垂直运输机械35 主体结构材料主要是砖、钢筋、砼和模板，配置带一台塔吊。2．钢筋砼机械1）ZL350L砼搅拌机2台。2）砂浆搅拌机1台。3）插入式振动器4台4）平板式振动器3台5）打砂机1台6）淋灰机1台7）钢筋弯曲机1台8）其它设备根据工程需要合理配置3．机械设备机具配备详表四第一章施工方案和技术措施一、施工流程根据工程特性，本工程科学、实际灵活的遵循“先地下、后地上，先主体、后维护，先结构、后装饰，先土建后设备。”的原则进行施工。总体施工流程安排为：平整场地定位放线条形基础回填土砌筑施工构造柱、圈粱过梁楼地面内、外装饰穿插进行油漆工程安装工程室外及配套扫尾清理竣工验收。二、主要施工方法和技术措施1．施工测量放线35 1）本工程各单元布局不规则，各轴线错位，平面布局较复杂。根据此特殊性，测量放线是施工的关键一环。2）测量仪器：拟选用SJDJ-02经纬仪一台，DS3水准仪一台，100m钢尺一把，仪器经效验合格后方准使用。3）定位依据：根据建设单位交验的总平设计坐标点、水准点。4）工程定位与控制网测设a.采用坐标计算法，利用经纬仪定出各大角，纵横轴线和控制线。主轴线均布桩引出10M以外浇筑半永久性桩位并妥善保护。b.控制线沿结构逐层弹在梁、柱、墙上，用以控制楼层定位。c.水准点：根据给定水准点，建筑物±0.00相当于绝对标398.59m。3．钢筋工程1)钢筋工程必须严格按设计图纸和国家现行规范要求施工，严格控制质量。施工中必须从原材料、连接、加工、成型和隐蔽等方面采取措施，确保结构安全。2)材料进场必须附有出厂合格证和质保书，并且对每一批次进场的钢材及时按规范进行取样复检，合格后方可下料。试验内容包括抗拉、延伸和抗弯。3)钢筋焊接使用的焊条，应有出厂合格证。焊接要由具备资格证的专业人员操作。4)钢筋制作和加工35 钢筋工程在施工中必须有三道工序，即专人抽样，制作精细，绑扎认真。抽样人员必须细致认真，尺寸要准确。负责制作的施工员在施工前对下辖班组下发技术交底。加工前，应对照图纸翻样配料，要长材长用，短材短用，避免浪费。无论何种钢筋都必须调直，有锈蚀的则要除锈。5)钢筋的绑扎、连接a.钢筋绑扎必须按图纸要求在模板上或钢筋面上画出其间距位置，误差须满足规范要求，锚固长度、搭接、保护层厚度等均按设计和规范要求施工。b.因建筑物跨距层高度均在8米以内，故梁和柱的主筋采用单根直铺，不搭接，现浇板，圈梁钢筋的连接可采用电弧焊连接和绑扎连接。当采用绑扎连接时，搭接长度按规范要求操作，绑扎点不少于3处。接头位置应互相错开，任一接头中心到1.3倍搭接长度的范围内，接头钢筋截面积之和不超过该当截面钢筋总面积的25%，板面钢筋应在跨中1/3范围内搭接。c.钢筋在规范要求内，经设计、监理、甲方同意后，可进行等强度或等面积代换。d.操作人员不能直接踩踏在楼板的上层钢筋上，要搭好支撑和操作平台，防止钢筋扭曲变形，作好浇筑前的一切准备工作。6)钢筋隐蔽当钢筋绑扎、连接结束，须进行严格的自检，并按照钢筋种类、直径、数量和部位，以及构件编号作出书面隐蔽记录。符合设计和规范后即通知设计、监理、甲方一起验收，合格后方能浇筑砼。4．模板工程：35 1)模板施工是主体结构施工中相当重要的环节，它关系到施工中的安全性及施工的外观质量，对今后的装修质量起很大的影响。根据工程特点，本工程拟采钢木组合模板。楼板底模采用竹胶板，可保证楼顶板面的平整度和光洁度，也利于施工支、拆模方便、快捷。基础、构造柱、梁采用钢木组合模板。2)保证工程结构和构件外部形状尺寸和相互位置的准确。注意控制外围及柱模的轴线位置。3)有足够的强度、刚度和稳定性。4)模板应构造简单，安拆方便，接口平直，拼缝严密。拼缝不大于2.5MM。5)现浇梁板模板采用支柱（琵琶撑）形式一次支设完成，为使支柱稳定，支柱离地面高50厘米横向设拉条，后在支柱中加设一道。6)当梁跨度大于4M时，模板应起拱，起拱高度为跨度的0.1%~0.3%。5．砼工程1）砼工程是保证工程质量，特别是结构的一个十分重要的部分，它包括原材料的选择、搅拌、运输、振捣、浇筑、养护等过程。整个过程对施工质量都有很大影响，而且施工的连续性高，延续时间长，受外界影响因素多，施工中除满足每个施工过程的要求外，各过程尚应相互配合。2）原材料的选择与控制:a.砼配合比设计以国家认可的具有资质的实验室所出的正式配合比为准，施工前进行试配。施工时按每立方米的砼材料用量严格控制。b.水泥：采用西京水泥厂生产的西京牌水泥或同等质量的产品。且有出厂合格证，强度报告，有效期限不超过三个月，采用随用随运的方式，保证水泥的有效期。35 c.砂石：选用当地产合格产河砂和碎石。碎石粒径要求5-40粒径，其含泥量不得超过1%，片状颗粒应少于15%，严格混入杂物。河砂要求中粗砂，含泥量不得超过5%，砂中有害物质应低于有关规定。3）砼的拌制：砼采用搅拌机机械拌制，其原材料要求每盘称量，其偏差及砼搅拌的最短时间应符合有关规定。4）砼的运输及浇筑：a.砼水平运输采用手推双轮车，垂直运输采用提升架，其从搅拌机卸出到浇筑完毕的延续时间不得超过90分钟。b.砼在浇筑前应对模板内杂物和钢筋上的油污进行清理，同时检查模板钢筋和预埋管线，作好隐蔽记录，符合设计要求后方有浇筑，并采用振捣器振捣密实，不得漏振或少振。c.砼浇筑顺序原则上先柱后梁、板。下料。下料振捣要有专人指挥。振捣时，要作到快插慢拔。插点均匀，插入间距为300MM呈梅花状布置，插入深度为进下层5-10CM。振捣时间以不冒气泡为止。楼面先用插入式，后用平板式，再进行滚压。对柱、梁、板交接处，钢筋较密的部位要边下料边振捣。柱由于模板的封闭，浇筑时只能从上口浇筑，故应分层浇筑振捣，每层厚不大于50cm。d.浇筑过程中拌和物内严禁随便加水。e.施工缝必须按规范要求留置。必须垂直，严禁留斜缝。5）养护:1)砼浇筑后12小时，设专人浇水，保持砼表面湿润，防止开裂。35 2)养护不少于7昼夜。6．砌体工程1）墙体：±0.00以下MU10标砖，M10水泥砂浆；±0.00以上MU10KP1型多空粘土砖，M7.5混合砂浆砌筑砂浆稠度7—10cm。砖在砌筑时应提前浇水湿润，含水率宜为10—15%。砖砌体应上、下错缝，内外搭砌。宜采用一顺一丁、梅花丁或三顺一丁的砌筑形式。承重墙的最上一皮砖必须丁砖砌筑。半节砖不得集中使用，更不要砌在有集中荷载的墙中。与构造柱连接处砌成马牙槎，每50cm设置2Φ6的钢筋拉结。砌筑时，砂浆铺砌长度不应超过50cm，防止砂浆砌筑前失水。灰缝应横平竖直，并填满砂浆。水平灰缝的砂浆饱满度不得低于80%，竖向灰缝宜采用挤浆或加浆法，严禁用水冲浆灌缝。水平、竖向灰缝宽应为10mm，不得小于8mm，也不应大于12mm。转角处和交接处应同时砌筑，对不能同时砌筑而又必须留置的临时间断处，应砌成斜槎，斜槎长度应大于2/3高度。如临时间断处留斜槎有困难时，除转角处外，也可留直槎。但必须做成阳槎，并加设拉结筋，每12cm墙厚应放置一根Φ6的钢筋，间距沿墙高度不得超过50cm，埋入长度从墙的留槎处算起，每边不应﹤50cm，末端应有90°弯钩。接搓时必须将接槎处的表面清理干净，浇水湿润，填实砂浆，保持灰缝平直。砌筑脚手架最好采用移动工具式脚手架，尽量避免留脚手眼。若必须留脚手眼的，拆除脚手管后，必须由技术好、经验丰富的瓦工进行脚手眼补砌处理。要求填实饱满、平整。2）砌砖墙允许的最大偏差：轴线位移≤10mm，楼面标高在±15mm内，墙面每层垂直度偏差≤35 5mm，表面平整度偏差≤8mm，水平灰缝平直度≤10mm，厚度（10皮砖累计数）在±8mm内。7．楼地面工程：1）施工前，地面基层地墙相交面杂物清理干净，剔平，并提前一天洒水滋润。2）踢脚线抹灰应弹线、套方、贴灰，1：3水泥沙浆打底，1：2水泥沙浆压面，两遍成活。3）楼地面需刷水泥浆结合层，随刷随铺水泥砂浆。4）在500cm处设标高线，在地面四周作灰胼。大房间加设冲筋。5）铺水泥砂浆要求二遍成活（不作面层浇光）。6）交活后24小时，轻撒水润湿养护，养护时间不少于15天，养护期间不得重物压覆和碰撞。7）质量要求：a.砂石合格，砂浆配合比准确，地面面层与基层结合牢固无空隙。b.表面洁净，无裂纹、脱皮和麻面面层与基层结合牢固无空隙。c.表面平整度误差不超过3mm。8.层面防水工程根据设计要求，本工程屋面防水等级为二级.采用SBS防水卷材与SBS防水涂膜，其基本工序要求是：1）要求基层平整、干燥、清洁，作业前先进行清扫，冲洗并晒干或烘干，补平找平层缺陷裂纹、孔洞等。2）涂刷基层处理剂打底，涂刷均匀。35 3）铺设3厚高聚物改性沥青防水卷材，并用刮尺反复推刮平整，使卷材牢固无气泡、空鼓，接缝严密。4）女儿墙泛水、水落口、伸缩缝等处应作成圆弧并重点处理。9.门窗工程1)材料：a.采购材料必须是具有生产资质的企业生产的合格产品，进场应检验材料厚度并进行外力试验，检查厚度及表面观感，有无划痕。b.材质证明齐全，五金零件应齐全、灵活、耐用、密闭措施有效。2）安装：a.要找方找正，横平竖直，临时固定牢固后，经检查无歪斜（水平和垂直）、窜角、相邻门窗部位一致方可固定。b.固定选用标准固定件（厂家配套），连接牢固严密，严禁使用薄铁片作固定件，严禁使用钉子直接固定。c.推拉扇底挂必须平直，应垫牢固严密、适宜,不得上拱下塌，扇在任何部位应垂直。d.安装玻璃压条必须严紧，交圈交接严密，防水密封，无渗漏隐患。3）成品保护a.表面保护膜不得损伤，安装及堆放运输等应防止磕碰，安装后及时保护。b.门窗表面不得被水泥等材料污染，如有污染应及时用软清刷干净，防止咬色。10.装饰工程35 根据工期紧的特点,内墙装修在主体施工完四层后展开。1）砂浆配制；先做样板、确定后统一方法配制。2）施工工序：a.基层清理：修补土建缺陷，清洁及浇水，浇水要适度，防止地面积水，要求提前一天浇水润湿。b.弹线定位：弹出水泥砂浆踢脚线水平控制线和高度控制线。c.贴饼定厚度：以较大量的墙面为准，对局部物件高出部分应适当剔凿。d.坚持正施工，防止出现较硬面层压于较软弱基层上的情况。3）质量要求：表面平整，棱角清秀，界线分明，清除污染，确保强度和密实度，面层和基层有效结合，并作好成品保护。4）外墙装饰:a.施工前作好对前道工序的检查移交，保证无结构遗留问题或问题得到处理，检查门窗固定情况，安装位置及口后塞灰密实情况。b.作好对外脚手架的刚度、稳定性、安全性检查，确认无问题后方可施工。c.外墙涂料产品应有鉴定证明和出厂合格证。作好小样板，经监理、设计和甲方鉴定认可后，方可全面展开。（1）作好阴阳角、门窗洞口角的控制。（2）不得漏作滴水线。（3）底层为毛面，以利与面层结合，但必须压实后搓毛，平整垂直，面层因有涂料，不宜作成光面，否则易造成脱皮，应做成光麻石，既要保证光洁，又要有利于与涂料粘结。35 11.安装工程水电工程的预埋管线、预留孔洞工作随土建主体施工进行。合理安排土建与水电工程的交叉作业。1)给排水安装施工工艺要求a.立管垂直度按楼层分段，每米不大于2mm，全长不大于10mm。b.明装水表外壳距墙净距为10~30mm，水表进水中心距地面高度偏差不大于20mm。c.室内排水管道标高、坡度符合设计要求。d.室内排水UPVC管水平管道纵横方向弯曲不大于1.5mm/m。e.排水立管垂直度按楼层分段，允许偏差3mm/m，全长不大于15mm。排水栓、地漏的安装应平正、牢固，低于排水表面5mm。f.卫生器具的安装应埋设平整牢固，器具放置平稳，器具洁净，支托架与器具接触紧密。g.严格执行给排水管道工程质量检验评定标准。2)电气安装施工工艺要求a.器具安装：（1）器具及其支架牢固端正，位置正确。（2）有木台的安装在木台中心。（3）暗插座、暗开关的盖板紧贴墙面，四周无缝隙。（4）成排器具中心线允许偏差≤5mm。b.暗开关、插座并列安装高差允许偏差≤0.5mm，高一场所高差≤5mm，面板垂直度≤0.5mm。35 c.清洁，灯具内外干净明亮。d.配电箱安装：（1）位置正确，部件齐全，箱体开孔合适，切口整齐。（2）暗式配电箱箱盖紧贴墙面，垂直度≤1.5mm。（3）总电表箱垂直度≤3mm。（4）零线经汇流排连接，无绞接现象。（5）箱体内外清洁，油漆完整，箱盖开关灵活，箱内接线整齐。e.导线与器具连接：（1）接前测量导线绝缘，应符合要求。（2）导线色标正确，截面符合设计要求。（3）连接牢固紧密，不伤芯线，压板连接时，在同一端子上的导线不超过2根，防松垫圈等配件齐全。（4）开关切断相线，螺口灯头相线接在中心触点端子上。（5）插座接线应规范，面对插座的右极接相线，左极接零线，地线接在正上方并不得与工作零线混同。（6）在器具、盒箱内余量适当，线路走向合理。3)防雷接地安装施工工艺要求a.防雷接地网施工时，地梁内钢筋必须采用用焊接（搭焊），搭接时，焊缝长度至少为圆钢直径的6倍（双面施焊）。b.仔细检查焊接质量，严禁漏焊，对合格的焊缝应在焊缝各面涂漆。c.接地引下线至少利用四根柱子，且每根柱子内焊接两根主筋（双根对角线设置）连接成电气通路。35 d.基础地梁钢筋焊接施工结束后，检测接地电阻，其接地电阻值应不大于4欧姆，并作好记录。e屋面避雷网支持件的距离在直线部分为1.5米，转弯部分为0.5米。并严格按照设计规定采用热镀锌圆钢。第四章施工进度计划一、工期目标结合施工方案和招标文件要求，经我公司认真研究，细致安排，确定总工期为365日历天。我们决心通过配备强有力的施工管理班子，科学、有效、合理的施工组织，投入相对多的机具、材料等措施，高质量地完成施工。二、确保工期组织技术管理措施1．一旦中标，我公司项目部保证按业主要求的时间进场开工。2．项目部用周计划控制分部分项工程进度，按计划的要求，每天下午召开一次施工碰头会，总结当天施工情况，安排次日的工作，及时解决劳动力、施工材料、调度等问题，确保工程按计划完成。3．进行项目现代化管理，应用计算机编制周施工进度计划、材料计划、劳动计划，每天进行检查、调整，确保计划的完成。35 4．定质量、安全、工期奖罚制度，确保做到优质优价、奖好罚劣、奖勤罚懒等。5．本工程施工期间，取消节假日、休息日，以缩短工期。6．实行经济承包及劳动定额管理，充分发挥班组效率。7．在技术方面制定工程总体计划，合理工序，组织流水作业，确保各分部分项工程按期完成。8．准备好充足的周转材料和机械设备，制定好月、旬的材料供应计划，以满足施工进度要求。9．必要时增加劳动投入，分班轮流施工，充分利用好机械。10．作好工程施工各工序间的交接工作，确保每道工序按期投入、按期交接、按期完成。第五章施工总平面布置一、布置原则：本着“统筹兼顾、合理安排、提高效益”的方针，使平面布置力求紧凑，施工区域划分明确合理，符合工艺流程，减少二次搬运；合理组织交通运输，使施工的各阶段都能做到交通方便，运输通畅；优化配置施工机具，满足施工需要；整个现场要求文明、清洁，符合防火、防爆、防汛及防盗等要求；做到科学、经济、有效。料场、通道、临建等布置流向有序，互不干扰、互相关联。二、施工平面管理：35 根据现场条件，若两家以上同时施工，我们会同其他施工单位共同协商，平等互利，综合利用处理。施工废料将集中堆放，并及时清理，作到工完料尽场地清，安全文明施工，争创一流水平。三、布置方案：1．道路：现场施工道路利用现有便道进行修整。2．施工主要运输方式:垂直运输采用井架提升；水平运输采用手推车。3．现场加工及办公区的布置：以满足施工及材料临时有效的需要，在现场布置综合材料库，材料堆场、钢筋场、木作加工场、砼搅拌站、项目部办公室及工具房（详见施工总平面布置图）。现场排水采用明沟，充分利用地势排出场外。四、现场施工用电施工现场用电采用交流380/220v三相四线制供电方式。电源接自业主提供的现场施工电源接口，采用架空方式布置。1）现场各配电盘布置和供电范围：根据现场规范和施工组织的平面图，在现场布置总配电柜及各类配电箱盘，用于施工中各种机械、电动工具、电焊机和各层照明。a.空气开关配电柜：主要为施工电源的一级盘和二级盘，采用带有复式脱扣器DZ100型空气开关。b.电源箱：施工电源三级盘，内置插座、开关等，布置于电动工具集中地点，电动机械处。c.漏电保护器：用于用电现场对人身的保护，在各表盘中均装设。d.集中式照明设施：采用探照灯、碘钨灯等，用于现场大面积照明。2）安全用电：35 a.配电盘应设接地装置，接地电阻不大于4W（欧姆），电气设备金属外壳采用零线多点重复接地的接零保护方式。b.配电盘附近配备适量电器灭火器，并挂贴警示牌。水泥库等含有大量尘埃场所，应选用防尘照明灯具。c.各种用电都必须严格按照有关安全用电的规定。布置原则是紧凑、合理、方便施工。五、现场施工用水自业主提供的水源点接f50MM给水管沿场地布置，支管采用f20MM。第六章质量保证措施坚持“百年大计，质量第一”的方针。优质快速建成本工程，对树立贵单位及本公司的良好形象均具有重要意义。为此，我们确定如下措施：一、质量保证措施1．设置质量管理组织结构项目经理项目技术负责35 技术员质检员材具员资料员施工员土建队安装队施工班组施工班组2．开工前，项目部根据施工组织设计加以落实和细化。项目部主要施工人员必须认真熟悉、熟读施工图。对各部位、各分项要作到心中有数。3．严格执行施工及验收规范、规程的有关规定。遵守设计要求。如有设计变更、材料代用或施工原因要变更设计时，应由技术部门统一办理技术签证手续，经设计、监理和甲方同意后才予以执行。4．结构砼应按试配合格的砼配合比进行配制。原材料、半成品进场必须坚持检验制度，进场的结构材料、防水材料均应有合格证、质保书，取得质量证明以后再使用。不得使用劣质水泥、钢材等材料。5．严格实行技术交底制度。施工前，对班组作好技术交底并书面记录，掌握和熟悉施工工艺。施工中随时检查、指导，开展技术考核，推行全面质量管理。6．坚持自检、互检、交接检的“三检”制度。作好施工班组®35 施工队自检→项目部质检员复检→监理（业主）验收签证的“四级”验收制度。7．积极配合监理、甲方作好各项隐检和中间验收工作。认真细致的作好工程隐蔽验收记录。上一道工序必须检查合格后，才能进行下道工序施工。对检查不合格的工序坚决返工。8．加强施工技术力量，保证工程质量。施工前应做好轴线和标高的测设。每层用经纬仪测设，标高用水准仪、钢尺向上传递。设置沉降观测点，结构施工一层进行一次观测，并作好记录。9．作好钢筋绑扎，模板的隐蔽工程验收和技术复检工作。重点解决砼浇筑过程中跑模、漏浆、漏振，砌筑灰缝不平直、不饱满、超厚，抹灰墙面空鼓，楼地面起砂、空鼓等通病。10．作好成品、半成品保护。楼梯踏步粉刷，塑钢窗要加以保护；楼地面抹灰未到养护期不得上人；做油漆、涂料时要用油毡或其它材料，随时覆盖在楼地面上，防止相互污染；卫生设备安装后，要防止碰撞和堵塞；不得在成品的楼地面上拌砂浆。11．技术资料档案的管理：施工图、质检表、隐检资料、材料试验资料、工程验收记录，以及与设计、监理和业主往来技术文件，须专人保管，分类存放。收集、整理、汇总、保密工作，与施工同步。12．设立回访维修制度：本工程交付使用六个月后进行第一次回访，一年后进行第二次工程质量回访，征询用户意见。在保修期内，凡属于施工造成的质量问题，均由我公司负责维修，不流隐患。二、季节施工措施1．冬季施工必须采取防冻防滑措施：35 1）加强冬期施工安全思想教育和宣传工作。项目部应加强冬期“四防”（即防寒、防冻、防火、防坍）宣传教育工作，组织管理人员等学习安全规程中有关冬季施工的内容。2）定期开展防火安全大检查，发现隐患限期整改。3）制订切实可行的冬期“四防”措施，并作好措施交底。4）把握天气变化情况，对大风降温、寒流、冰冻等恶劣天气及时采取对策，避免或减少影响。2．防火措施：1）全面检查施工现场、配电箱、宿舍、办公室、库房等处，消除引火根源，配备必要的消防设施，如灭火器、砂桶等。2）进行焊接、切割作业后，应仔细检查工作场所周围，确定无起火危险后离开；焊接切割前应清除周围5米内易燃易爆物品。3）严禁用碘钨灯作室内照明和取暖。3．防寒措施：1）遇有六级以上大风或大雾、大雪等天气，应停止露天、高空作业。2）水泵、水箱及管道等停用时，应将水放尽以防冻裂。4．防坍、防滑措施：1）脚手架立杆应垂直放在垫木上，使其无下沉和倾斜，雨雪解冻后，应再次检查其稳定性。2）脚手跳板和施工作业面上的冰雪及时清扫干净，并采取防滑措施后才能使用。5．雨季施工措施：35 1）在总图布置时，考虑区域的排水问题。主要通道要略高于场地。水泥库、仓库等应架空、垫高，保持现场无积水，作到排水畅通。2）机电设备必须加防雨罩，以免漏电。作好保护接地以防漏电伤人。雨后使用时要先对设备进行检查、试转。3）作好雨情预报。雨季期间随时作好排谁，准备好充足的雨步、编织布、水泵等物资。浇筑砼前要了解气象情况，尽量避开大雨天浇筑。第六章安全文明施工保证措施本工程树立“建优质工程，创安全文明工地。”的目标。以此指导开展安全工作。一、成立安全管理网络项目部安全领导小组安装队土建队35 水安装组电安装组各专业班组二、安全文明施工技术措施1．安全方针：1）本工程贯彻落实“安全第一，预防为主”的安全生产方针，以“生命为本，发展为纲”的主线，严格执行国家有关安全的方针、政策、法规，对本工程实施全过程管理。2）努力提高安全文明施工管理水平，严格按基建程序组织施工，消除事故隐患，改善劳动条件，保障作业人员在施工过程中的安全与健康。3）加大安全投入，完善安全设施，强化安全教育，提高整体素质，运用系统工程对事故进行预测预控。4）认真贯彻落实的各级安全第一责任人为核心的自上而下的安全施工责任制。2．安全目标：1）本工程做到轻伤以上事故为零。2）全面控制轻伤事故，轻伤率<1%。3）杜绝重大起重伤害、机械及设备事故。4）杜绝火灾事故。3．安全组织:1）建立现场安全保障体系，成立以项目经理为首的项目部安全领导小组。项目部、施工员、班组层层签订安全责任制，并与经济挂钩。35 2）各队实行队长负责制，并设立兼职或专职安全员。3）各队下属各施工专业班组，以班组长为第一责任人，监察管理好本班组安全施工工作。1）项目部在实际工作中严格执行公司安全管理工作中各项规章制度及有关国家法律法规，并接受公司监督和检查。4．开工阶段：1）凡进入工程现场的所有人员，均须经过本工程安全文明施工与要求的专项培训，按入场三级教育制执行安全学习考试合格。2）施工现场设置围墙，作到封闭施工，严禁非施工人员擅自入内。1）设备及材料做到定位定置，堆放整齐、有序，安全可靠，各种物资标识清楚。2）施工机械完好清洁，防护装置齐全可靠，并实行专业专人操作。5．施工阶段：1）个体安全防护：a.进入现场人员佩戴好安全帽，并系好帽绳，高空作业系好安全带并正确使用。b.所有进场人员佩戴上岗证入场，着装、穿鞋必须符合要求。c.配齐及正确使用劳保用品。2）安全设施：a.有效利用“三宝”，作好“四口”防护。b.各种安全标语、警示牌在适当位置摆放。c.临时防护拦杆：多种形式，凡高处临空面随时装设。35 d.安全围栏：用于重要通道、贵重设备保护、危险区域的划分。e.配电设施：一机一闸一漏电开关，电缆绝缘良好，专业电工搭拆电源，配电箱上锁。f.安全网：高处作业配合脚手架（外架）使用。g.集中广式照明：探照灯用于现场大面积照明。3）操作过程：a.建立分项工程安全技术交底制度和事故预想制度。加强安全跟踪检查，作好安全记录。发现事故隐患，立即采取有力措施排除，提高事故预防能力。b.各区域（生产、生活、各施工段区）划分清楚，责任明确，检查及考核制度齐全。c.特种作业人员持证上岗，培训考试合格。d.定期召开安全会议，布置、总结安全文明施工工作。e.建立并严格执行工序交接验收制度，上道工序交给下道工序，必须是干净、整洁的作业面。f.高处垂直交叉作业，搭设可靠有效的隔离设施。g.严格控制领用的材料，当天领当天用完，特殊情况在作业点存放不得超过三天。h.高处作用安全措施得到彻底贯彻，在各种工况下对人身都有保护措施。i.35 脚手架搭设牢靠，间距符合要求，脚手板满铺、绑牢，有防护栏杆，上下梯档不妨碍通道。脚手架上禁止集中堆放钢筋、模板等材料，以防平台失稳。j.外围栏上严禁挂放钢筋、铁件、衣物等，防止高空坠落伤人。作好春夏季高空施工的防范措施。k.建立用电管理制度。施工电源设施配套，接线整齐、美观、符合安全规程要求。l.起重钢丝绳在棱高处采取可靠的保护措施，钢丝绳不打扭、绞使用。m.施工机械安全装置齐全有效，定期检查与保养，严禁带病运行。n.不得随意在墙板、楼板上打洞，确因施工需要打洞，必须径批准。o.脚手架、栏板、安全设施等的拆除作业，必须径批准后方可进行，并在拆除时，在危险范围区域设立警戒标示，专人监护。p.施工班组在下班前，彻底整理、清扫作业现场，做到“工完料尽场地清”。q.落实场容责任制，保持场地清洁整齐，建筑垃圾要及时清理。r.施工现场应尽量减小对四周单位及居民的干扰。控制好噪音、粉尘等污染。s.作好现场保卫工作，设立保卫值班室，实行24小时轮值制。采取必要的防盗、放火措施。4)总平面管理：严格按批准的施工平面布置图进行规划、管理和使用。第六章物资管理与成本控制35 一、物资管理1.贮存设备、机具、材料应保证堆放整齐，标识清楚，完整。2.由项目部评定物资材料供应商供应的物资设备及材料，并予以验收。3.物资采购坚持货比三家，实行招议标控制，确保用于工程物资质量可靠，价格合理，坚决杜绝不合格产品进入本工程。4.材具员对所有入库物资首先坚持认真核对有关产品质保书、出厂合格证、使用安装说明书、到货清单等资料，如果资料不齐，应拒绝收料。5.数量验收，采用全检和抽检的办法，并加以外观验收，专业物资需有专业人员参与验收。6.材具管理员应定期检查库存物资，保证库存物资质量完好，帐、卡、物相符。7.物资发放及领用：由使用班组报领用计划，经工长和施工员核对后，交由物资管理员发放使用。领用计划应注明领用物资名称、规格、数量及使用时间。物资管理员则作好台帐记录，及归还记录消帐。二、成本控制通过加强管理，保证工程质量，减少故障损失，提高经济效益，追求质量、成本、效益的统一，促进企业发展是我公司追寻的目标。1．材料控制材料在工程造价中占有最大的比例，因此，必须控制好材料的采购、保存、使用、回收等，使材料消耗降低到最低的标准。1）采购：a.由公司安排通过货比三家，在保障质量的前提下，选择低价.35 b.进场验收仔细,严格并一步到位，减少二次搬运。c.随时掌握市场信息，以便调整进货量，如价格上涨，应及时准备，减少因价格上涨而造成成本增加。d.施工技术员按照施工图提前编制好材料使用计划，并明确进货时间和进货量。2）储存：a.施工用料尽量随用随进，减少储存。b.选择合理的储存方式，杜绝因储存不当而造成材料失效、损坏、失盗等现象。c.建立严格的材料领用制度，需多少领多少，不得多领，没有用完的要回收、保存。d.若需租赁材料，则应有租赁计划，并集中施工，减少租赁时间并及时归还。2．技术管理措施1）工长、技术员在施工前应做出施工预算，施工时按预算控制材料、人工，提高材料利用率和劳效率。2）认真执行图纸会审制度，使设计中存在的问题消除在施工之前，及时和业主和设计等单位就工程更改事宜提前确定方案，以免造成返工浪费或不必要的物资消耗。3）编制切实可行的施工作业指导书，选择优化方案。4）施工中，要认真组织调度，消除因组织不妥而造成前后工序倒置的现象，从而避免造成不必要的人力、物力浪费。内部资料仅供参考35 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