易门县龙泉街道中心街社区四组樱花路居民小区施工组织设计

新郭老街建设工程施工组织设计编制人：审批人：批准人：无锡市园林古典建筑有限公司二0一四年五月二十五日81 第一章施工组织编制说明一、编制依据1、本工程根据苏州越城遗址文化旅游发展有限公司所发“渔家村文化旅游项目——新郭老街建设工程”施工招标文件及相关的答疑文件。2、甲方提供的施工图纸。3、中华人民共和国颁发的有关建筑安装工程施工标准及规范4、我公司同类工程的施工经验5、本施工组织设计体现了我公司对该工程施工的总体构思和部署，是本公司对工程中标后的施工大纲，它将用来指导施工，确保工程优质、快速、安全、低成本的建成。二、施工组织设计概况１、“渔家村文化旅游项目——新郭老街建设工程”位于苏州市石湖以北、越来溪以东。2、“渔家村文化旅游项目——新郭老街建设工程”概况如下：建筑总面积：8466㎡“渔家村文化旅游项目——新郭老街建设工程”投标范围包括仿古建筑、安装施工招标（以工程量清单内容为准）等施工内容。施工总工期要求2014年6月10日～2015年2月10日，计240天。本工程质量达到合格的工程质量标准。81 本施工组织设计根据工程特点，结合我公司的具体情况和施工经验，详细阐述了该工程项目经理部的组织管理、人员、材料、机械安排、项目质量保证体系，各主要分项工程的施工方法和技术措施，制定了相应的质量、安全、环境保护、文明施工等保证措施，对施工过程中易发生的主要质量通病作了预防措施。3、本施工组织设计中积极推广应用新技术、新工艺、新材料、新设备；所采用的施工方法力求先进合理，以保证工程质量和进度要求。在施工过程中，严格按公司相关质量标准建立质量管理和质量保证体系，加强过程控制，营造工程精品，创建优质工程，让业主放心、社会满意。4、关于质量、工期、安全生产、文明施工、新技术应用⑴本工程质量达到合格的工程质量标准。⑵本标段工程总工期为457日历天。⑶安全生产管理目标为安全无事故。⑷文明施工目标为按照扬州市有关政府部门的规定要求，保证施工现场的清洁卫生，材料堆放整齐，场内道路畅通，符合文明施工规范要求，并接受建设单位及有关部门的检查和监督。⑸积极推行新技术、新材料、新工艺、新设备。5、本施工组织设计系本工程投标文件的组成部分，着重施工部署、施工计划、施工管理，施工方案、技术措施，以及安全生产、文明施工措施，详细的施工方法待中标后结合施工图审阅，另行编制。6、本施工组织设计是指导本工程实施过程中各项组织、技术、生产、经济活动的综合性文件，是项目经理受企业法人代表的委托，针对本工程项目合约所规定的内容而编制的规划性文件，也是本工程的质量体现。三、施工中应严格遵循下列有关规范、规程、规定、标准。1、《建筑工程质量检验统一评定标准》（GB50300-2001）2、《建筑地基基础工程施工质量验收规范》（GB50202-2002）3、《混凝土结构工程施工质量验收规范》（GB50204-2002）81 4、《木结构工程施工质量验收规范》（GB50206-2002）5、《屋面工程质量验收规范》（GB50207-2002）6、《古建筑修建工程施工及验收规范》(JGJ159-2008)7、《建筑地面工程施工质量验收规范》（GB50209-2002）8、《建筑装饰装修工程质量验收规范》（GB50210-2001）9、《建筑电气工程施工质量验收规范》（GB50303-2002）10、《园林工程质量检验评定标准》（DG/TJ08-701-2000）11、《古建筑修建工程质量检验评定标准（南方地区）》（CJJ70-96）12、《建筑施工安全检查标准》（JGJ59-99）13、《建设工程施工现场供用电安全规范》（GB50194-93）第二章施工准备工作计划一、施工管理目标1、工期目标——我公司提出投标工期为240日历天。2、质量目标——本工程质量达到合格的工程质量标准。3、安全目标——杜绝死亡事故、重伤事故、轻伤事故，休息率控制在1.5‰以内。4、文明目标——按照苏州市有关政府部门的规定要求，保证施工现场的清洁卫生，材料堆放整齐，场内道路畅通，符合文明施工规范要求，并接受建设单位及有关部门的检查和监督。5、科技进步——积极推广应用新技术、新材料、新工艺、新设备、鼓励技术创新。6、服务——81 本着我公司的宗旨，根据业主需求，积极做好施工过程中的各种服务，营造工程精品，提供工程交付使用后的各种优质服务，确保业主满意。二、组织管理机构组建“苏州绿城桃花源一期一标园林古建、景观工程项目经理部，以项目经理为主导，对工程进行全方位管理，以总工程为目标，安排控制进度。为保证工程按施工计划进行，特制定以下施工部署原则：以项目经理、项目工程师组成项目经理部，下设：工程组、质量安全组、经营组、材料后勤组；四个专业施工队：土建施工队、古建施工队、装饰施工队、水电施工队，施工力量的投入多少以作业面和按工期控制点进行宏观调控。⑴项目组织机构（详见附表1）⑵工程质量监控体系（详见附表2）⑶工程质量、安全保证体系（详见附表3）项目经理部主要组成及其管理职责⑴项目经理部管理职责：项目经理部在项目经理的领导下，作为本项目管理的组织结构全面负责本项目从开始到竣工全过程施工生产技术，对作业层负有管理与服务的职能，保证本工程的质量及工期能达到业主的要求。⑵项目经理（项目总负责人）：代表企业法人，对本工程全面负责。⑶81 项目工程师（技术负责人）：具体落实施工全过程中的技术、质量管理和生产协调，负责施工图会审和设计交底，编制详细的施工方案、审核有关施工方案，全面负责与质监站和工程监理的沟通；编写针对工程图纸会审和设计交底记录；处理针对工程施工过程中的施工技术问题，组织对分部项工程的质量验收；完成针对工程的竣工图及施工总结。⑷项目副经理（现场施工负责人）：配合项目经理工作，具体负责工程的技术、质量的实施工作。具体工作为：编写针对工程的有关施工方案，编写、组织针对工程的技术、质量、安全交底，负责针对工程的具体技术工作操作；在针对工程的施工过程中，及时填写开工报告，隐蔽工程验收记录，工序交验单，工程质量通病预控单，分项工程检测记录，分部工程评定资料，完成每天的施工日志编写；以及按时收集原材料、成品、半成品的合格证、质保书和抽样化验单等。⑸项目材料员（材料负责人）：施工用料的供应、调度及管理。主要负责材料询价、采购、计划供应。工程材料的复试与报验。⑹项目质检员（质量监督负责人）：主要负责工程质量预控、工程检测、技术复核、隐蔽验收、质量评定、测量和计量及试验、技术资料的收集等项工作。所有工程质量评定报告与质量验评资料的填写、整理、报批、归档工作。⑺项目核算员（工程预核算负责人）：主要负责针对工程的预决算，成本核算，资金收支等工作。负责本工程过程中变更结算、单项签证结算报批工作，工程经济资料收发工作。⑻项目安全员（安全负责人）：主要负责施工现场的安全动态81 管理，消防保卫，环境保护等工作。认真执行各项安全生产法规和规章制度，落实上级制定的安全生产技术措施，加强施工现场安全生产标准化管理，做到安全施工文明施工。三、施工准备工作1、现场施工准备⑴现场了解工程面貌、环境情况及供电位置。⑵确定现场材料堆放位置和施工机械进出场路线，提供现场布置图。⑶清理施工道路和开行路线。⑷建立施工现场办公区域和后勤区域。⑸设立施工现场电源点和设备安装场地。2、技术准备⑴及时组织有关人员认真学习施工图纸，领会设计意图，组织图纸会审。⑵编制出本工程各分项工程的详细施工方案，进行工序设计和编制工程作业指导书。进行现场临建房等现场平面布置的设计。⑶进行木结构翻样，组织加工和现场拼装。⑷编制出施工预算，并根据预算和进度计划编制材料供应计划，落实各种材料供应渠道。⑸将场外坐标引入场内制作半永久性控制桩，并进行复验。3、劳动力配备、机械设备及材料供应计划等准备工作由专有章节详细叙述。81 四、施工组织过程（见下图示）业主↓设计单位→项目管理←监理单位↓施工组织工期控制质量控制安全控制费用控制合同管理↓合同造价合同工期规定质量↓项目建成81 五、工地应急措施突发事件报业主请求协调项目部无法解决问题项目部负责处理报公司领导确定处理方法方案公司领导或有关部门负责人到场解决解决处理总结经验完善制度第三章施工方案和技术措施总体概述81 以下各小节的具体施工方法、技术措施为我单位对本工程中涉及到的各分部分项工程施工的概括说明。主要包括钢筋混凝土结构部分、木作部分、小青瓦屋面部分和水电安装部分。第一节测量在工程施工中,测量放线占有重要地位,它直接影响工程造型、质量、进度、效益等。本工程平面测量用方格网控制，直角坐标法测量，所有定位点的位置必须事先准确计算，并经监理工程师的认可后，方可施工测量。由于本工程属于房地产项目，施工产品将直接接受广大购房者和业主的评判，因此工程测量作为决定整个工程质量优劣与否的基础因素尤为重要。 一、施工测量根据甲方和测绘部门提供的测量控制点，结合本工程的形体特点，建立基本平面轴线控制网。在每个单体工程中，横纵向各选择两条轴线，构成基本平面坐标系，以此为依据，横纵方向分别施测其他轴线。然后采用电子全站仪进行全面、整体的精确测量（要业主提供电子平面图）。如业主不能提供电子平面图，则公司将采用传统的经纬和水准仪配套使用进行测量。项目组专门成立测量小组，所有测量、放线工作均由该小组负责实施，且应做好交底和指导工作。一般情况下测量流程如下：红线桩复核平面控制定位放线垂直传递业主监理项目施工员测量员国家水准点高程控制81 在施工过程中用钢卷尺进行测量时，应使用经检定的钢卷尺。当测量使用时温度与钢卷尺检定时的标准温度（20℃）相差不大时，可不进行温度修正。在长距离测量时，优先使用点子全站仪，使用经纬仪进行直线定向时，清除视线上的障碍，然后按照视线方向按照整尺段设置传距桩，所使用之钢卷尺在开始测量前应打开，使之与空气充分解除，经10min后方可进行测量。高程测量应采用水准仪进行测量。挖土时对于基槽不太深时可设置垂直标桩，将高程引测到标板上，然后用标尺向下丈量垂直高度，将设计标高直接划在标板上，既方便施工，又易于检查。当需要向建筑物上部传递高程时，可根据柱、墙下部已知的标高点沿柱或墙边向上量取垂直高度，而将高程传递上去。二、定位放线根据施工总平面图，及业主、监理书面给定的原始基准点、基准线和参考标高为准，由项目经理部统一采用点子全站仪（经纬仪）对本工程建筑物进行精确放样、定位，在放出控制桩和灰线后，会同各有关部门，确认定位尺寸，办妥定位放线验收记录。三、平面控制经定位签证，为有效、正确控制平面位置，应建立现场轴线控制网，并按规定做好标志或标桩，并加以保护、以确保测量工作自始至终的一致性和准确性。标桩的设置位置应与施工总平面图相配合，以避免施工过程中损伤、破坏。81 工程施工过程中，在建筑物的各阳角柱上的纵横两个方向，标注红漆标志，随后再用钢卷尺丈量的方法，定出各层楼面的分轴线，并弹出墨线。四、轴线垂直传递现场施工中，以控制轴线由经纬仪架设于各轴线定位点上直接垂直向上传递，其它分轴线则采用铅垂仪逐层向上引测。五、高程引测在既便于测设，又较隐蔽可靠，不受基础、土方工程施工变形影响的地方，根据业主或监理书面给定的BM点，将本工程的±0.000相对标高移测，设置至少两个高程控制桩，以便施工时随时可以引用，以及在高程存疑时，桩与桩之间的校核。土方工程期间，土方开挖深度采取在基坑壁钉设竹钎标志和在基坑内钉设钢筋钎标志的方法控制。在开挖到设计标高后，必须经复核签证后方可继续下道工序施工。标高的垂直传递采用钢尺丈量传递，水准仪操平复核的方法进行。每层都应在周围外角主控轴线处，首先用水准仪复核每层丈量后的标记是否水平，如复核无误，才能再在其它轴线处或柱头处加密水平标记，包括中间柱头插筋处等，以便于各层标高的控制。第二节基础施工工艺一、施工程序放线-井点降水-挖土－清槽－验槽－整板基础混凝土垫层－弹线－绑钢筋－支模板－浇注基础混凝土－回填土二、井点降水施工准备（一）施工机具1、滤管：Ø38～55，壁厚为3.0mm81 的无缝钢管或镀锌管，长2.0～4.5m左右，一端用4.0mm的钢板焊死，在此端1.4m～2.5m的范围内，在管壁上钻Ø15mm的小圆孔，孔距为25mm，外包两层滤网，滤网采用编织布，外部再包一层网眼较大的尼龙网，每隔50～60mm用10号铅丝绑扎一道滤管另一端与井点管进行连接。2、井点管：Ø38～55，壁厚为3.0mm的无缝钢管或镀锌管。3、连接管：透明管或胶皮管，与井点管和总管连接，采用8号铅丝绑扎，应扎紧以防漏气。4、总管：Ø75～102钢管，壁厚为4.0mm用法兰盘加橡皮胶垫圈连接，以防漏气、漏水。5、抽水设备：离心泵、真空泵或射流泵，以及机组配件的水箱。6、移动机具：自制移动式井架（可采用旧设备振冲机架）、牵引力为6吨的绞车。7、凿孔冲击管：Ø219*8的钢管，其长度为10m。8、水枪：Ø50*5无缝钢管，下端焊接一个Ø16的枪头喷嘴，上端弯成大约直角，且伸出冲击管外，与高压胶管连接。9、蛇形高压管：压力应达到1.50MPa以上。10、高压水泵：100TSW-7高压离心泵，配备一个压力表，作下井管之用。（二）材料粗砂与豆，不得采用中砂，严禁使用细砂，以防堵塞滤管网眼。（三）技术准备1、详细查阅工程地质勘察报告，了解工程地质情况，分析降水过程中可能出现的技术问题及采取措施。2、凿孔设备与抽水设备检查。（四）平整场地81 为了节省机械施工费用，不使用履带式吊车，采用碎石桩振冲设备自制简易井架，因此场地平整度要高一此，设备进场前进行场地平整，以便于井架在场地内移动。三、井点安装（一）安装程序井点放线定位-安装高压水泵-凿孔安装埋设井点管-布置安装总管-井点管与总管连接-安装抽水设备-试抽与检查-正式投入降水程序。（二）井点管埋设1、根据建设单位提供的测量控制点，测量放线确定井点位置，然后在井位先挖一个小土坑深大约500mm，以便于冲击孔时集水、埋管时灌砂，并用水沟将小坑与集水坑连接，以便排泄多余水。2、用绞车将简易井架移到井点位置，将套管水枪对准井点位置，启动高压水泵，水压控制在0.4～0.8MPa，在水枪高压水射流冲击下套管开始下沉，并不断地升降套管与水枪。一般含砂的粘土，按经验，套管落距在1000mm之内，在射水与套管冲切作用下，大约在10～15min时间之内，井点管可下沉10m左右，若遇到较厚的纯粘土是，沉管时间要延长，此时可增加高压水泵的压力，以达到加速沉管的速度。冲击孔的成孔直径达到300～350mm，保证管壁与井点管之间有一定间隙，以便与填充砂石，冲击深度应比滤管设计安置深度低500mm以上，以防止冲击套管提升拔出是部分土塌落，并使滤管底部存有足够的砂石。凿孔冲击管上下移动时应保持垂直，这样才能使井点降水井壁保持垂直，若在凿孔时遇到较大的石块或砖块，会出现倾斜现象，此时成孔的直径也应尽量保持上下一致。81 井孔冲击成型后，应拔出冲击管，通过单滑轮，用绳索提升井点管插入井孔，井点管的上端应用木塞塞住，以防砂石或其他杂物进入，并在井点管与孔壁之间填灌砂石滤层。该砂石滤层的填充质量直接影响轻型井点降水的效果，应注意以下几点：（1）砂石必须采用粗砂，以防止堵塞滤管的网眼。（2）滤管应放置在井孔的中间，砂石滤层的厚度应在60～100mm之间，以提高透水性，并防止土粒渗入滤管的网眼。填砂的厚度要均匀，速度要快，填砂中途不得中断，以防孔壁塌土。3、砂石滤层的填充高度，至少要超过滤管顶以上1000～1800mm，一般应填至原地下水位线以上，以保证土层水流上下畅通。4、井点填砂后，井口以下1.0～1.5m用粘土封口压实，防止漏气而降低降水效果。（三）冲洗井管将Ø15～30mm的胶管插入井点管底部进行注水清洗，直到流出清水为止。应逐根进行清洗，避免出现“死井”。（四）管路安装首先沿井点管线外侧，铺设集水毛管，并用胶垫螺栓把干管连接起来，主干管连接水箱水泵，然后拔掉井点管上端的木塞，用胶管与主管连接好，再用10#铅丝绑好，防止管路不严漏气而降低整个管路的真空度。主管路的流水坡度按向泵房5‰的坡度并用砖将主干管垫好。并做好冬季降水防冻保温。（五）检查管路81 检查集水干管与井点管接连的胶管的各头接头在试抽水时是否有漏气现象，发现这种情况应重新连接或用油腻子堵塞，重新拧紧法兰盘螺栓和胶管的铅丝，直至不漏气为止。在正式运转抽水之前必须进行试抽，以检查抽水设备运转是否正常，管路是否存在漏气现象。在水泵进水管上安装一个真空表，在水泵的出水管上安装一个压力表。为了观测降水深度，是否达到施工组织设计所要求的降水深度，在基坑中新设置一个观测井点，以便于通过观测井点测量水位，并描绘出降水曲线。在试抽时，应检查整个管网的真空度，应达到550mmHg（73.33kPa），方可正式投入抽水。四、抽水轻型井点管网全部安装完毕后进行试抽。当抽水设备运转一切正常后，整个抽水管路无漏气现象，可以投入正常抽水作业。开机7d后将形成地下降水漏斗，并趋向稳定，土方工程可在降水10d后开挖。五、注意事项1、土方挖掘运输车道不设置井点，这不影响整体降水效果。2、在正式开工前，由电工及时办理用电手续，保证在抽水期间不停电。抽水因连续进行，特别是开始抽水阶段，时停时抽，会导致井点管的滤网阻塞。同时由于中途长时间停止抽水，造成地下水位上升，会引起土方边坡塌方等事故。3、轻型井点降水应经常进行检查，其出水规律应“先大后小，先浑后清”。若出现异常情况，应及时进行检查。4、在抽水过程中，应经常检查和调节离心泵的出水阀门以控制流水量，当地下水位降到所要求的水位后，要减少出水阀门的出水量，尽量使抽吸与排水保持均匀，达到细水长流。5、真空度是轻型井点降水能否顺利进行降水的主要技术指数，现场设专人经常观测，若抽水过程中发现真空度不足，应立即检查整个抽水系统有无漏气环节，并应及时排除。81 6、在抽水过程中，特别是开始抽水时，应检查有无井点管淤塞的死井，可通过管内水流声、管子表面是否潮湿等方法进行检查。如“死井”数量超过10%，则严重影响降水效果，应及时采取措施，采用高压水反复冲洗处理。7、在打井点之前应勘测现场，采用洛阳铲凿孔，若发现场内有旧基础，隐性墓地等应及早上报。8、如粘土层较厚，沉管速度会较慢，如超过常规沉管时间时，可增大水泵压力，但不要超过1.5MPa。9、主干管流水坡度流向水泵方向。10、如在冬季施工，应做好主干管保温，防止受冻。11、基坑周围上部应挖好水沟，防止雨水流如基坑。12、井点位置应距坑边2～2.5m，以防止井点设置影响坑边土坡的稳定性。水泵抽出的水应按施工方案设置的明沟排出，离基坑越远越好，以防止渗下回流，影响降水效果。13、如场地粘土层较厚，这将影响降水效果，因为粘土的透水性能差，上层水不易渗透下去采取套管和水枪在井点轴线范围之外打孔，用埋设井点管相同成孔作业方法，井内填满粗砂，形成二至三排砂桩，使地层中上下水贯通。在抽水过程中，由于下部抽水，上层水由于重力作用和抽水产生的负压，上层水系很容易漏下去，将水抽走。六、土方开挖及回填：1、基础开挖按土质、基础深度等情况放坡。基坑土方采用机械开挖，分层进行,严防超深开挖。如现场场地条件不允许大型挖掘机械进场则采用人工开挖。81 基坑土方挖毕后必须及时通知设计、勘察有关部门及时验槽，合格后即进行垫层施工封闭。尽量减少基土外露时间。基底如遭雨水淋泡，应铲除松软土层。2、基坑回填土前应对基础进行检查验收，并办好隐蔽验收手续，且砼强度应到规定，坑内无木、砖等垃圾杂物时方可施工。3、回填土必须采用粘性土，回填方法采用分层交圈铺设，铺设厚度不大于25cm，逐层铺设逐层夯实，回填用土如太干应适当湿润；如太湿须晒干后方可回填。回填土质量必须符合规范要求，应分层取样并及时试验，提供报告。4、基坑、基础开挖中的主要事项：土方采用机械开挖时，应在开挖前弄清楚地下的管线等隐患情况。在开挖过程中应配合标高测量，在离目标标高20cm，采用人工开挖，严禁超深开挖，若超深开挖，严禁用人工回填土，应采用1：1砂石回填。开挖过程中应准备好一些辅助物资，如PVC薄膜、潜水泵等。遇到下雨可用PVC薄膜遮基底及边坡（以防边坡的塌方及基底被雨淋后泡湿）。还应在基坑四周开深30cm，宽20cm的排水沟，且沟底坡度宜为3％，且每隔1m设一集水坑。在开挖基坑前及过程中要注意收听当地天气预报。5、技术措施⑴设置测量控制网，包括基线和水平基准点，要求设在不受基础施工影响之处，在基坑开挖施工前，根据龙门板桩上的轴线，放在基坑的灰线（边线）和水准标志。龙门板桩一般离开基坑边缘1.5～2.0m经利保存。放线时应按要求放出边坡宽度。灰线、标高、轴线应进行复核检查无误后，方可进行挖土施工。81 ⑵为防止超挖和保持边坡坡度准确，机械开挖至接近设计坑底标高或边坡边界，应余留20cm厚土层，用人工开挖。⑶弃土应及时运出。部分临时堆土就近堆放在基坑外围，堆土坡脚至基坑边距离不小于1.5m。⑷基坑挖好后，应对坑底进行抄平、修整。如挖坑时有小部分超挖，可用素土、灰土或砂石回填夯实至地基土基本相同的密实度。⑸为防止坑底扰动，基坑挖好后应尽量减少暴露时间，及时进行下道工序的施工，如不能立即进行下一工序时，应预留15～30cm厚覆盖土层，待基础施工时再挖去。⑹雨天施工中，应采取积极、主动的质量和安全技措施，如采取在挖土施工点铺垫钢板与场地内施工道路连通的方法保证连续施工。6、土方回填⑴施工完毕并经过隐蔽工程验收签证后，应尽早组织回填以保护基础，并为后续工程开创工作面。但必须待混凝土达到一定强度，至不因填土而受损伤时方可着手回填。回填前，应对基坑进行清理，前道工序遗留下来的模板、脚手、建筑垃圾等杂物要清理干净，积水应排除，原坑底边坡应铲平、拍紧，并应修整好运土道路。⑵基坑（槽）的回填土方不得采用现场开挖的饱和淤泥质土回填。七、基础施工1、基础施工条件81 基础工程应紧衔土方工程进行。实际施工时可根据土方开挖进度安排进行分段施工，即可以加快施工进度，又能有效的保证施工质量，缩短基底图暴露时间，减少因气候变化而影响基底土质。2、基础工程的施工顺序基础施工大致可按照下面的顺序进行施工，对于特殊部位可适当修正。定位放线→土方开挖→混凝土垫层→基础钢筋绑扎→安装模板→隐蔽验收→浇筑基础混凝土→养护、拆模→基坑（槽）回填土。3、钢筋混凝土基础⑴垫层模板用50×100mm方木或100mm宽钢模作边模，四周用木桩或钢筋桩作支撑，钢管支撑加固，模板支好后，用钢管把框架柱子的钢筋按轴线位置固定牢固，以免在浇基础砼时，碰撞偏位。⑵钢筋制作应按设计要求进行，绑扎时应注意间距尺寸，保护层厚度必须符合设计要求。第三节主体钢筋混凝土施工工艺钢筋混凝土工程的施工质量是本工程质量的决定性因素之一，作为房地产开发项目，关系到广大购房者的切身利益和无锡市大地房地产综合开发有限公司的公司信誉，我公司希望与甲方一起营造出一项百年工程，一项精品工程。因此，我公司将采用较大的篇幅对钢筋混凝土工程的施工工艺进行表述以阐述我方对此的重视。一、模板工程：1、模板情况：柱、梁、楼板、屋面板均采用木模作为模板材料，以φ4881 钢管及扣件做支撑。另外，为防止较长的模板变形，在模板的中部加设对拉螺栓。支撑立杆支撑点均应夯实，立杆下均应放置木趟板，防止立杆下沉。2、模板支撑系统不得与施工脚手系统连接，应形成独立系统，立杆在距地20cm左右设纵横扫地杆一道。每1.8m高设纵横拉杆一道，以确保支撑系统的稳定。3、一般钢立柱间距及与钢横楞的联结如下：梁高≤500立柱间距900单扣件联结梁高≤800立柱间距800单扣件联结梁高≤1000立柱间距800双扣件联结板厚≤100立柱间距900单扣件联结板厚＞500立柱间距900双扣件联结4、拆模规定一般砼结构拆模必须强度达到80﹪，对出沿等悬挑砼构件必须达到100﹪方可拆除，另外拆模时必须持有质量工程师签发的拆模通知书，严禁擅自拆模或解松支撑系统。如要求缩短工期，加快进度，加快模板周转，可在砼中掺入早强剂。直至提高砼标号等措施来保证施工需要。5、模板工程中的主要事项81 模板工程中，由模板木工班组长在施工前通阅施工图，具体尺寸等质量技术规范问题由质量管理员及项目副经理对班组长进行技术交底。在支模过程中要时时考虑到成品的外观。浇筑砼前注意检查模板的牢固性，以免产生偏模，跑模等不必要发生的现象，还要检查支撑立杆及横杆。最后应由项目正副经理及质量管理验收通过后方可进行浇筑砼。6、模板的尺寸、标高、垂直度等必须准确，从下至上，行、列均成直线，保证成型构件完美。7、所有预留孔、预埋件、柱墙拉结筋等，必须按图设置，位置正确，标高无误，尺寸准确。8、支模工作完成后，应将工作面内的垃圾清理干净，并在混凝土浇筑过程中，跟班操作，经常检查模板、支撑等是否有移位、松动、变形等不良现象产生，一旦出现，则需及时修复处理。9、拆模工作必须由项目工程师根据施工图要求以及现场的实际情况、施工条件、结构形式，考虑新浇混凝土的龄期、强度、悬挑构件满足混凝土强度达到100﹪的条件等，下达拆模通知书后，方可进行，任何其他人员不得擅自拆模。10、模板工程质量预控措施⑴绘制关键性轴线控制图，每层复查轴线标高一次，垂直度以经纬仪检查控制；⑵绘制预留、预埋图，在自检基础上进行抽查，看预留、预埋是否符合要求；⑶重要模板要经设计计算，保证有足够的强度和刚度；⑷回填土分层夯实，支撑下面应根据荷载大小进行地基验算、加设垫块；⑸模板抽查偏差按规范要求检查验收。二、钢筋工程81 （一）、中标后，钢筋经精心翻样（宜在图纸会审后进行）后，考虑工程钢筋在现场集中制作，制作好的钢筋按施工需要的先后编号，并分批交付安装班组进行安装，尽量减少现场钢筋剩余堆放，以减轻场地压力。钢筋制作时，钢筋的几何形状和尺寸要求严格按照设计，并符合抗震构造要求。配制及绑扎钢筋前必须认真熟悉图纸，由工长负责摘料并出具钢筋摘料单。（二）、所有的钢筋，钢材均由材料部门统一收料，应提供原材料材质证明，材料部门要及时取样复验。复验合格后方可使用。（三）、钢筋在现场加工场加工成型，现场进行绑扎为确保钢筋绑扎顺利进行，每次绑扎前，钢筋工长应出具摘料单，要求加工场按摘料单所示规格、数量向工地送货，每阶段绑扎结束应及时进行现场清理，保持工地整洁。（四）、所有主筋接头一律采用焊接，在一个断面上的接头不大于50﹪。焊接前要做焊接试件，试件检验合格后方可进行施工焊接。（五）、钢筋保护层保证措施本工艺措施适用于现浇或预制混凝土结构工程钢筋骨架的绑扎与安装。1、编制依据⑴、《混凝土结构工程施工质量验收规范》（GB50204—2002）⑵、《建筑工程施工质量验收统一标准》（GB50300—2001）⑶、《混凝土结构施工图平面整体表示方法制图规则和构造详图》（03G101－1）81 ⑷、《民用建筑物抗震构造图集》2、水泥砂浆垫块水泥砂浆采用1：2水泥砂浆制作，严格控制水灰比，一般“手握成团，落地即散”为宜。选择一块平坦的场地，下面平铺一层吸水性较强的纸张（比如报纸），将搅拌均匀的水泥砂浆均匀摊铺于基层上，按照设计规定的钢筋保护层厚度抹平，用木抹拍实，切割成50×50见方的小块，然后覆盖养护。垫块制作完成后浇水养护7天以上具有足够强度后方可使用。3、撑铁撑铁板用于支撑板的上部钢筋，保证其位置并在浇筑时不致被踩踏移位，形式有“八”字形、“L”形等。撑铁的间距一般为1000*1000间花布置，可适当加密，并保证板45°角内的负筋叠加处有足够支撑。撑铁的下料高度为“板厚-钢筋保护层*2-上、下部钢筋直径”，撑铁应支撑在下部钢筋上或垫块上。“八”字形撑铁的铁脚长度应不小于5d且不小于撑铁高度的1/2。撑铁最小直径选用表板厚（cm）≤1212~2020~50≥50直径（mm）6101214“L”形撑铁一般在板厚≥30cm可以节约钢材，此时要求将其与钢筋点焊牢固。梁双排筋之间可用25钢筋作为撑铁。钢筋砼墙钢筋之间用拉钩定位如设计没有明述，一般间距600间花布置。4、绑扎注意事项81 柱：⑴竖向钢筋的弯钩应朝向柱心，角部钢筋的弯钩平面与模板面夹角，对矩形柱应为45°角，截面小的柱，用插入振动器时，弯钩和模板所成的角度不应小于15°。⑵箍筋的接头应交错排列垂直放置；箍筋转角与竖向钢筋交叉点均应扎牢（箍筋平直部分与竖向钢筋交叉点可每隔一根互成梅花式扎牢）。绑扎箍筋时，铁线扣要相互成八字形绑扎。⑶下层柱的竖向钢筋露出楼面部分，宜用工具或柱箍将其收进一个柱筋直径，以利上层柱的钢筋搭接，当上下层柱截面有变化时，其下层柱钢筋的露出部分，必须在绑扎梁钢筋之前，先行收分准确。墙：⑴墙的钢筋网绑扎同基础。钢筋有180°弯钩时，弯钩应朝向混凝土内。⑵采用双层钢筋网时，在两层钢筋之间，应设置撑铁（钩）以固定钢筋的间距。梁与板：⑴纵向受力钢筋出现双层或多层排列时，两排钢筋之间应垫以直径25mm的短钢筋，如纵向钢筋直径大于25mm时，短钢筋直径规格与纵向钢筋相同规格。⑵箍筋的接头应交错设置，并与两根架立筋绑扎，悬臂飘梁则箍筋接头在下，其余做法与柱相同。⑶81 板的钢筋网绑扎与基础相同，但应注意板上部的负钢筋（面加筋）要防止被踩下；特别是雨篷、挑檐、阳台等悬臂板，要严格控制负筋位置。⑷板、次梁与主梁交叉处，板的钢筋在上，次梁的钢筋在中层，主梁的钢筋在下，当有圈梁或垫梁时，主梁钢筋在上（见图5-19及图5-20）。⑸楼板钢筋的弯起点，如加工厂（场）在加工没有起弯时，设计图纸又无特殊注明的，可按以下规定弯起钢筋，板的边跨支座按跨度1/10L为弯起点。板的中跨及连续多跨可按支座中线1/6L为弯起点。（L-板的中-中跨度）。⑹框架梁节点处钢筋穿插十分稠密时，应注意梁顶面主筋间的净间距要留有30mm，以利灌筑混凝土之需要。⑺钢筋的绑扎接头应符合下列规定：1）搭接长度的未端距钢筋弯折处，不得小于钢筋直径的10倍，接头不宜位于构件最大弯矩处；2）受拉区域内，Ⅰ级钢筋绑扎接头的未端应做弯钩，Ⅱ、Ⅲ级钢筋可不做弯钩；3）直径不大于12mm的受压Ⅰ级钢筋的未端以及轴心受压构件中任意直径的受力钢筋的未端，可不做弯钩，但搭接长度不应小于钢筋直径的35倍；钢筋搭接处，应在中心和两端用铁丝扎牢。4）受拉钢筋绑扎接头的搭接长度，应符合规范及设计规定，受力钢筋绑扎接头的搭接长度，应取受拉钢筋绑扎接头搭接长度0.7倍。81 5）受拉焊接骨架和焊接网绑扎接头的搭接长度应符合规范及设计的规定。注意事项：⑴钢筋骨架外形尺寸不准，绑扎时宜将多根钢筋端部对齐，防止绑扎时，某号钢筋偏离规定位置及骨架扭曲变形。⑵钢筋骨架吊将入模时，应力求平稳，钢筋骨架用“扁担”起吊，吊点应根据骨架外形预先确定，骨架各钢筋交点要绑扎牢固，必要时焊接牢固。⑶钢筋骨架绑所完成后，会出现斜向一方，绑扎时铁线应绑成八字形。左右口绑扎发现箍筋遗漏、间距不对要及时调整好。⑷柱子箍筋接头无错开放置，绑扎前要先检查；绑扎完成后再检查，若有错误应即纠正。⑸钢筋定位：划出钢筋安装位置线，如钢筋品种较多时，应在已安装好的模板上标明各种型号构件的钢筋规格、形状和数量。⑹绑扎形式复杂的结构部件时，应事先考虑支模和绑扎的先后次序，宜制定安装方案。5、成品、半成品保护措施⑴成型钢筋、钢筋网片应按指定地点堆放，用垫木垫放整齐，防止压弯变形。⑵成型钢筋不准踩踏，特别注意负筋部位。⑶运输过程注意轻装轻卸，不能随意抛掷。⑷成型钢筋长期放置未使用，宜室内堆放垫好，防止锈蚀。⑸81 楼板的负筋绑好后，不准踩在上面行走，在浇筑砼之前一定保持原有形状，并派钢筋工专门负责修理。⑹绑扎完楼板钢筋后，及时搭设人行马道，防止下道工序施工时直接踩踏负筋上，使负筋产生位移及变形。⑺装电线管、水卫管线或其他设施时不得任意切断和碰动钢筋。⑻浇筑砼过程中，安排专职钢筋工值班，发现钢筋位移和变形后及时修复，保证钢筋间距、位置、保护层始终符合设计要求。（六）、钢筋绑扎位置一定要正确，特别应注意构造钢筋一定要按结构说明施工，不得疏忽。（七）、钢筋绑扎过程中要与水、电施工密切配合，砼浇筑前要按图纸要求进行隐蔽验收。（八）、钢筋绑扎好后，要注意成品保护，对人员走动频繁之处应搭设通道，水电铺设完管线后，要及时把钢筋整理好。砼浇筑时要派专人负责看护钢筋。（九）、预埋铁件、电线管及预留孔的位置尺寸必须准确，因施工需要留设的孔洞预埋件等也应同时进行，不得疏忽。在砼浇筑前必须由专业工种进行专项验收。所用预埋件螺栓、预埋管拟采用电焊与钢筋连结以防移位。（十）、钢筋工程中的注意点：钢筋制作工程中，应严格按图纸制作严禁凭自己的经验制作，构造规范按国家标准图集O1G101执行。（十一）、钢筋制作的技术和质量保证⑴钢筋翻样人员应详细阅读设计图，融会设计意图，对较长尺寸的受力钢筋，应该根据“81 有接头的钢筋截面面积占钢筋总截面面积的百分率不宜超过50%”及其他规范中的要求，注明焊接接头的位置、数量，保证翻样的正确性。⑵钢筋制作人员必须严格按照翻样图生产，并正确掌握施工规范中的各项操作要求，对较短尺寸钢筋的连接，均采用闪光对焊，该项工作必须先行试焊，经试验合格后，方可正常投入施工。钢筋断料不可采用气割，若需对较短尺寸的钢筋对焊接长，必须考虑到“设置在同一构件内的焊接接头应该相互错开，在受力钢筋直径36倍的区段范围内（且不小于500），一根钢筋不得有两个接头，有接头的钢筋截面面积占钢筋总截面面积的百分率不超过50﹪”。（十二）、钢筋安装的技术和质量保证必须严格遵照施工图，并参照翻样图进行施工，严格执行施工规范中的各项有关操作规程，正确掌握各类型构件钢筋绑扎接点的位置、百分率，保证各类型构件受力合理正确。（十三）、钢筋验收现场人员须提前24小时通知有关方面人员在钢筋安装完成后进行隐蔽工程验收，在验收中发现的违背施工图或施工规范的问题应该及时整改，并通过再次验收，在办妥隐蔽工程验收记录后，方可进行下道工序。三、混凝土工程：1、原材料的选择必须符合设计要求。2、混凝土采用商品混凝土，现场自拌混凝土是为了零星工程使用。泵送混凝土施工注意事项：81 浇筑前，应根据工程结构特点、平面形状和尺寸、混凝土供应和泵送设备能力、劳动力和管理能力，以及周围场地大小等条件，划分好混凝土浇筑区域。泵送混凝土的浇筑顺序，应符合下列规定：（1）当采用输送管输送混凝土时，应由远而近浇筑；（2）同一区域的混凝土，应先竖向结构后水平结构的顺序，分层连接浇筑；（3）当不允许留施工缝时，区域之间、上下层之间的混凝土浇筑间歇时间，不得超过混凝土初凝时间；（4）当下层混凝土初凝后，浇筑上层混凝土时，应先按留施工缝的规定处理。泵送混凝土的布料方法，应符合下列规定：（1）在浇筑竖向结构混凝土时，布料设备的出口离模板内侧面不应小于50mm，且不得向模板内侧面直冲布料，也不得直冲钢筋骨架。（2）浇筑水平结构混凝土时，不得在同一处连续布料，应在2～3m范围内水平移动布料，且宜垂直于模板布料。泵送混凝土浇筑分层厚度，宜为300～500mm。当水平结构的混凝土浇筑厚度超过500mm时，可按1︰6～1︰10坡度分层浇筑，且上层混凝土应超前覆盖下层混凝土500mm以上。泵送混凝土振捣时，插入式振动器的振动棒移动间距宜为400mm左右，振捣时间宜为15～30s，且隔20～30min后，进行第二次复振。81 对于有预留洞、预埋件和钢筋密集的部位，应采取技术措施，确保顺利布料和振捣密实。在浇筑混凝土时，应经常观察，当发现混凝土有不密实等现象，应立即予以纠正。水平结构的混凝土表面，应适时用木抹磨平搓毛两遍以上，且最后一遍宜在混凝土收水时完成。必要时，可先用铁滚筒压两遍以上，再用木抹磨平搓毛两遍以上，以防止产生收缩裂缝。泵送混凝土的浇筑其它要求及养护方法均与普通混凝土相同。3、施工前的准备⑴混凝土浇灌前，所有机具设备必须齐全，并经全面维修保养，以确保混凝土浇灌过程中所用机械设备运转正常。⑵施工现场所用的水、电必须保证供应，以免在混凝土浇灌过程中突然发生停电停水，影响工程质量。⑶临时搭设的运输道应牢固、接头平顺。并保证浇捣过程中不使模板、钢筋受损、变形、移位。⑷施工前应认真安排好劳动力，向有关施工人员作好全面的书面安全、技术、质量交底，以保证安全生产、工程质量和各项技术经济指标的全面完成。⑸混凝土浇筑前应做好以下检查工作：①检查模板的标高、位置、构件的截面的尺寸是否满足设计要求。②检查模板的支架是否稳定，模板的固定是否牢靠。③检查模板的紧密程度、模板的缝隙应嵌严。81 ④检查钢筋、预埋件的规格、数量、安装位置及构件接点连接焊缝是否与设计和施工规范的要求相符合。⑤模板内的垃圾、木片、刨花、锯屑、泥土和钢筋上的油污等杂物应清理干净。4、施工方法⑴每次浇筑混凝土前，要进行一次全面的复核检查，内容包括轴线位置、标高、垂直度、结构模板形状和几何尺寸、预留孔洞和预埋件等，以及模板支撑是否稳定牢固。经验收合格并签证后，方可进行混凝土浇筑，同时要做好浇筑前的技术交底工作。⑵混凝土浇筑前，应做好机械、人员等诸方面的准备工作，以确保混凝土一次性连续浇筑，以免遗留质量隐患。⑶地面混凝土浇捣时要控制好每次浇捣宽度，以使混凝土覆盖时间不得超过混凝土的初凝时间，适当时可考虑采用由建筑物两侧同时进行浇捣，以满足规范和设计的有关要求。⑷混凝土浇捣时应认真细致，保证振捣密实，浇筑后拟采用JS型混凝土养护剂养护。浇筑时留设标准养护强度试块和同条件养护试块，试块组数按规范要求留设。⑸混凝土浇筑施工工艺说明1．混凝土浇筑前准备检查模板及其支架，清除模板内的杂物；对模板的缝隙和孔洞应予堵严；木模板应浇水湿润，但不得有积水；钢模板与混凝土接触面应涂刷隔离剂。81 检查钢筋和预埋件，清除钢筋上的油污等杂物。钢筋和预埋件的位置如有偏差应予纠正。2．混凝土浇筑层厚度混凝土应分层浇筑。每层浇筑厚度应根据混凝土捣实方法而定，应符合下表的规定。3、混凝土浇筑时的坍落度混凝土浇筑时的坍落度，宜按下表选用。4、整体结构浇筑要求混凝土自高处倾落的自由高度，不应超过2m。在浇筑柱、墙等竖向结构前，应先在底部浇筑50～100mm厚与混凝土内砂浆成分相同的水泥砂浆；当浇筑高度超过3m时，应采用串筒、溜管或振动溜管使混凝土下落。在浇筑与柱或墙连成整体的梁和板时，应在柱或墙浇筑完毕后停歇1～1.5h，再继续浇筑。81 有梁板中，梁和板宜同时浇筑混凝土，梁高度大于1m时，可单独浇筑混凝土。无梁板中，板和柱帽应同时浇筑混凝土。独立梁宜从两端同时向中间浇筑混凝土。有主梁、次梁的肋形楼板，混凝土浇筑方向直顺次梁方向。在混凝土浇筑过程中，应经常观察模板、支架、钢筋、预埋件和预留孔洞的情况，当发现有变形、移位时，应及时采取措施进行处理。5．施工缝浇筑混凝土应连续进行，当必须间歇时，其间歇时间宜缩短，并应在前层混凝土凝结之前，将次层混凝土浇筑完毕。混凝土运输、浇筑及间歇的全部时间不得超过下表中的规定，当超过时应留施工缝。施工缝的位置应在混凝土浇筑之前确定，并直留置在结构受剪力较小且便于施工的部位。施工缝的留置位置应符合下列规定：（1）柱：宜留置在基础的顶面、梁的下面、无梁楼板柱帽的下面。（2）与板连成整体的大截面梁：直留置在板底面以下20～30mm处。当板下有梁托时，留置在梁托下部。81 （3）单向板：留置在平行于板的短边的任何位置。（4）肋形楼板：当顺着次梁长度方向浇筑时，施工缝应留置在次梁跨度的中间l／3范围内。（5）墙：留置在门洞口过梁跨中1／3范围内，也可留在纵横墙的交接处。（6）双向受力扳、拱、薄壳、多层刚架：施工缝的位置应接设计而定。在施工缝处继续浇筑混凝土时，已浇筑的混凝土的抗压强度必须达到1.2MPa以上；在己硬化的混凝土表面上，应清除水泥薄膜和松动石子以及软弱混凝土层，并加以充分湿润和冲洗干净；在施工缝处铺一层水泥浆或与混凝土内成分相同的水泥砂浆。6、混凝土养护及混凝土试块制作⑴混凝土的养护工作不容忽视，应有专人负责实施，在混凝土构件表面，采用喷洒M9养护剂的方法，加强混凝土的养护工作。混凝土的养护时间及有关要求等均按规范规定要求执行。⑵81 在混凝土浇灌过程中，应随机做好具有代表性的混凝土试块，每组试块应在同盘混凝土中取样，在浇灌地点按标准制作，混凝土试块制作养护等应有专人负责实施。7、施工缝的留置及处理施工缝的处理应先清除已硬化的砼表面的水泥浆和松动的石子或软弱的砼层，并用水冲洗干净，但不得积水。砼浇捣前，施工缝处必须先铺与砼成分相同的水泥砂浆，振捣时使新旧砼结合紧密。8、砼浇筑、养护⑴砼浇筑前，应先检查模板、钢筋，预埋件，管线，孔洞等是否安装完毕，浇筑部位无杂物，经检查符合设计要求，并办完钢筋隐蔽工程及预检手续方可浇筑砼。⑵砼浇筑时应连续进行，振捣密实。为防止浇灌时踩踏结构钢筋，应搭设施工操作便道。⑶砼养护：砼浇筑完毕，应在终凝后，立即盖塑料布和草袋，浇水养护。砼养护时如水源压力不够，应设积水池，用水泵抽水养护。养护期一般不少于7昼夜。⑷砼工程中的主要注意事项：浇捣中振动棒应采用“快插幔拔”的原则进行，振动的效应范围应重合，严禁点水般的振过、捣过。第四节木构件施工工艺为确保工期，现场项目部应组织力量进行木构件的平行施工，应着手进行木料的采购和制作等。一、施工流程木工放样针对图纸、结构进行尺寸复核→按正确尺寸下料→制作81 →防腐处理→防蚁处理→现场安装。二、材料要求木结构工程的主要材料是杉木、菠萝格，本工程质量保障的首要工作是对木材质量要求的控制：1、材质控制：本工程所用木材应来源于自然林，由自然生成的木材，不应使用来源于人工林的木材，以保障木材的强度及其使用寿命。对木材质量的控制方法采用中华人民共和国行业标准中年轮宽度控制方法执行。2、含水率控制：对所使用的木构件，加工前应进行木材含水率测试，受力构件（柱、枋、梁等）使用于木构架的木材其含水率控制在15%～18%之间，不得超过18%。非受力构件木材含水率控制在8%～10%之间，不得高于10%。3、木材质量的其它相关控制，除了上述的材质，含水率控制外，还须对木材的缺陷、木节、斜纹等方面作为木材质量控制。三、木构件制作依据施工图纸，列出构件清单后，在木工车间按清单数量、规格及相关的技术资料制作，制作顺序如下：⑴根据施工图纸，放足尺大样，出样板，大样及样板应经工长等2人审定方为有效。⑵编制配料单应根据构件的规格、数量及大样图需要，放加工余量编制配料单。配料单应经工程技术负责人审定后方为有效。81 ⑶制作前准备工作制作前对木料原材料再次筛选，发现有蛀眼、霉心等不良木料马上剔除，根据实用断面尺寸先用斧头劈除4/5实用断面外表层，在保证足够使用断面尺寸的基础上，尽可能将使粗加工后的长短木料顺直、大小规格统一。而后用手提木工粗刨刨光，再用木工细刨再次刨光，即完成半成品加工的一部分。让有丰富的大木构架施工经验的师傅结合设计图纸，根据不同部位和传统操作方法，在榫头、榫孔位置准确地用墨笔放样在加工后的木料上。为了确保安装后接榫严密，在榫头、榫空画墨时，要严格要求控制设计的尺寸。榫孔不得偏大，应略微大1—2毫米，榫头应略缩小1—2毫米，才能达到接榫严密的效果。半成品加工好后，重新编号，分类库存，避免日晒雨淋，注意库区防火，库存前按要求做好防蛀、防火的工作，特别是榫头、榫孔的防蚁。⑷构件加工构件加工必须套样板进行，其中值得重视的要点为：木节等木材缺陷控制。构件质量控制：构件制作的整体质量，制作由木工工长主持制作质量工作，班长负责本班组人员的工作质量。制作中实行工序验收制度，即前一道工序结束，经验收合格后再可进行下一道工序，工序验收由班长负责；最终构件质量验收由班长、工长、项目技术负责人共同检验。检验的方式为套样板、拉线、尺量、外观目测，手摸等进行。⑸81 构件必须有清晰的中线、基面线等线条；有清晰的构件名称以及朝向标志。构件制作按中华人民共和国行业标准执行。构件验收按中华人民共和国行业标准执行。四、就位、安装、校正工程按以下顺序进行：⑴平面横、纵轴线线条清晰，对基础标高、轴线复核正确。⑵构件就位后木销销结，并检查已就位的构件在此过程中有否变化，及时调整。⑶木构架所用木材料应符合中华人民共和国相应的规范中的选材标准规定⑷木构件有下列情况应按现行有关规范的规定作《木材物理力学性能试验方法》，确定其强度后再作制作。①木构架用不熟悉其性能的新树种制作。②用于制作木构架的木材色泽明显与同类木材有差异。③用于制作木构架的木材在达到平衡含水率的条件下其自重小于420kg/m3。　　　　　　　　　　　　　　④木材心材的平均年轮宽度大于4mm者。对木结构的挑角、屋面扰度、出檐大小，在下料前进行地面1：1放样，取得建设单位、设计单位、质检、监理等有关部门认可后，将结果作为实际施工依据，把最合理的、最佳的效果体现到建筑中去。81 五、制作木构架各构件用的木材，其含水率大于规定时，宜采用自然法干燥；剥去树皮或加工成成材、堆垛、架空，离地面不少于400mm，达到通风、防雨、防潮。当加工成规格材采用自然法干燥者，应按其毛料宽、厚之尺寸各放大4﹪的收缩余量。六、弯曲木构件应用木纹交织的树种制作。七、用于木构架的胶结材料，其粘结力不应小于被粘结构件的自身强度；胶结材料应根据使用所在地自然条件选用，具备耐水、耐潮、耐热等性能，并具备与木材相等的耐久性。第五节瓦屋面施工工艺一、瓦屋面铺设前的材料检查：屋面施工质量直接关系到建筑风格和艺术效果，铺瓦前都应对瓦片进行挑选，剔除裂缝、翘曲、缺楞少角的疵瓦，还应先分档试排瓦楞，以保证瓦楞大小适中匀称，做到盖瓦居中轴线。二、瓦屋面铺设的一般要求：（1）屋面所用瓦必须使用古建筑专用品，外观光滑，无沙孔、敲击无破碎声，并必须在质量可靠的窑厂定制。（2）屋面材料在运输、搬运、堆放过程中都应该小心轻放，防止破碎。（3）底瓦在屋面的举折部位、檐口部位应适当铺设砂浆，使得屋面曲线柔和，必须在望砖面铺设苫背，苫背必须曲线柔和。（4）对所有底瓦、应逐块“审瓦”，并在铺设前逐块“沾瓦”，以防止屋面渗水现象。（5）戗、脊砌筑时尺寸、式样应符合设计要求。砌筑牢固、线条通顺美观，高度和宽度对称一致，戗脊造型正确，弧线曲线和顺一致，线条清晰通顺，高度一致，整洁美观。81 （6）避雷装置在脊、戗施工时应进行预埋，待屋面施工结束时避雷装置屋面部分也应同时结束，减少屋面的损坏。三、瓦屋面屋面卷材防水的施工屋面涂膜防水施工质量直接影响房屋的使用功能，提高施工工艺和操作技术水平是保证施工质量唯一途径。1．质量目标要求建成后无渗漏，屋面分部工程达到优良标准。2．屋面防水工程质量预控标准（1）20厚1：2水泥砂浆屋面找平层表面密实，无起砂、起皮、开裂，平整度偏差不大于5mm，含水率不大于9％。（2）1.5mm厚JS-C高分子（聚乙烯）丙轮复合防水卷材SBC-120型号800g/M采用专用粘合胶粘贴。（3）JS-Q纳米高弹性复合防水涂料厚度保证为1.5mm，且涂刷均匀。　（4）涂膜防水层上无裂纹、脱皮、流坠、鼓泡、皱皮等现象。（5）保护层应覆盖均匀、粘结牢固。3．JS-C高分子（聚乙烯）丙轮复合防水卷材施工顺序应遵循：验收基层—清理修整找平层—水泥粘结剂—复杂部位—防水层—保护层—养护。　　（1）配置水泥粘结剂：可按3：6：1的体积比（水：425＃普通硅酸盐水泥或107、801等建筑胶）进行配制。81 　　（2）铺贴时，将粘接剂均匀摊涂在找平层表面，然后铺粘卷材。注意及时用橡胶刮板排除空气，刮除多余粘接剂，使其充分粘合在一起。　　4、施工操作程序验收基层(找平层)→清扫基层(找平层)→制备粘结胶→处理复杂部位→铺贴复合卷材→检验复合卷材施工质量→保护层施工并验收。　　5、找平层技术要求　　（1）找平层拐角处(天沟、山墙等)均应做成R=20mm的圆角或直角。　　6、粘接胶的配制　　水泥胶的配制　　①水泥添加胶粘剂的配制方法a、粘贴防水层时，胶粘剂含量为水泥重量的2.5％，即一袋水泥(50kg)配用一袋胶粘剂(1.25kg)。配制时将一袋胶粘剂与6kg～10kg的水泥干混均匀，然后边搅拌边将其加入到27.5kg～32.5kg的水中(相当于水泥重量的55％～65％，即2.5个外包装箱容积)，搅拌均匀后逐渐加入剩余的水泥，边加入水泥边搅拌，搅拌至无凝块、无沉淀、无气泡即可使用。b、粘贴隔汽层时，胶粘剂含量为水泥重量的1.5％，即一袋水泥(50kg)配用一袋胶粘剂(0.75kg)。配制时将一袋胶粘剂与4kg～8kg81 的水泥干混均匀，然后边搅拌边将其加入到27.5kg～32.5kg的水中(相当于水泥重量的55％～65％，即2.5个外包装箱容积)，搅拌均匀后逐渐加入剩余的水泥，边加入水泥边搅拌，搅拌至无疑块、无沉淀、无气泡即可使用。注意事项：量水时，将包装箱内的大塑料袋上口翻向箱外，按标线计量。防水卷材粘贴后24小时内禁止向水泥胶处洒水。　　②水泥添加乳白胶的配制方法乳白胶与水泥的重量比为17％时，每公斤水泥加水控制在0.38kg～0.48kg，乳白胶与水泥的重量比为7％时，每公斤水泥加水控制在0.45kg～0.55kg。配制时，先把乳白胶放入制胶容器中，边搅拌边加水，加水后搅拌至乳白胶全部溶解，再边搅拌边加水泥，加完水泥搅拌至均匀无疑块、无沉淀、无泡沫即可使用。　　2、聚氨酯胶的配制方法将甲、乙组分按体积比1：1(重量比1：1.5)在干燥容器中混和搅拌均匀后即可使用，如乙组分有沉淀时，搅拌均匀后使用。　　注意事项：该胶粘剂属双组分反应固化型，在使用时必需严格按比例要求配制，根据施工现场实际情况和用量随使随配，严禁向胶粘剂内加入任何溶剂：7．工序质量检查81 （1）JS-Q纳米高弹性复合防水涂膜应分遍涂刷，每遍涂刷完成膜后应进行外观检查，有无漏涂、堆积、起泡、砂眼等，如发现问题应及时处理完后，方能涂刷下一遍涂层。（2）涂膜防水层厚度检查：本工程采用针刺法进行涂膜厚度检查，最薄处不得小于1.5mm。（3）屋面防水工程全部做完后，应在雨后或持续淋水2h后进行检验屋面有无渗漏或积水。8．防水材料质量要求（1）JS-Q纳米高弹性复合防水材料容器表面应有明显的标志，标明防水材料名称、生产厂名、生产日期和产品有效期。（2）进场后的JS-Q纳米高弹性复合防水材料应随机抽样复验断裂延伸率、固体含量、柔性、不透水性和耐热度。3．防水材料的保管和运输（1）JS-Q纳米高弹性复合防水材料贮运、保管的环境温度不宜低于0℃，并不得日晒、碰撞和渗漏，保管环境应干燥、通风、并远离火源。第六节砖砌体施工工艺1、材料保证措施：加强原材料的进场验收，水泥和砖必须附有质保书。水泥进场后要对其品种、标号、出厂日期等检查验收，出厂超过三个月的必须复查试验，并按试验结果选用。砖、石、沙等大堆材料可按不同产地，在采购时抽样检查，以后按批量复试。2、施工方法⑴具体砌墙时，位置根据设计规定，并以结构施工时轴线为定位依据，以确保上下各层一致。81 ⑵砌体施工时应正确设置皮数杆或在混凝土柱上标明墙体砌筑的有关参数。皮数杆上应标明皮数及竖向构造的变化部位。砖砌体灰逢应横平竖直、均匀饱满，头缝塞足，粘结良好、达标，垂直、平整度等符合质量要求。⑶除设置有柱的部位外，砌体的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。斜槎的长度不应小于高度的2／3，且应通顺、密实；如临时间断处留斜槎确有困难时，也可留直槎，但必须做成阳槎，并加设拉结筋。3、施工技术保证措施⑴砌筑用砖应根据气温及气侯情况进行浇水湿润，在一般情况下可采用大堆浇水、不足补浇的方法。⑵砌体砌筑应设置皮数杆，砌筑时严格按照皮数杆拉线操作，随时检查砌筑质量，做到“三线一吊，五皮一靠”。砌筑灰缝厚度应控制在0.8～1.2cm之间。⑶砌筑时砂浆必须饱满，墙体与框架柱中的预埋拉结筋须咬合牢固，墙体的顶面与上部结构接触处应用侧砖斜砌挤紧。⑷按施工规范要求，砂浆饱满度不得低于80﹪，竖缝砂浆亦须饱满，防止出现空缝、透亮通缝而造成透风、漏水等弊病的发生。⑸每段或每250m3的砌体，对各种标号的砂浆，至少应检查一次，每次至少应制作一组（6块）砂浆试块。⑹砌筑前先弹出墙身线，轴线及洞口位置线，立皮数杆，并事先进行试排砖，检查无误后方可正式砌筑。81 ⑺砌砖之前要浇水湿润，干砖不得上墙。第七节油漆、雕塑工程施工工艺一、油漆工程施工工艺油漆是建筑的色泽，是建筑在外观上的主要内容之一，为保证油漆颜色同原有的一致，应先调色板，确定配方，（经甲方或监理单位认可后方可施工）。（1）、木材面油漆基层处理对木材面批腻指前应将灰尘清理，修整空洞缝隙，批腻指时先深后浅，分层批灰。在粗平后应用砂纸砂平，然后进行均匀批灰，每遍细砂细磨，最后一遍应由质检员验收签证。（2）、涂漆前的施工准备工作1、油漆开桶前应检查油漆品种、出厂日期是否符合要求；2、油漆开桶后，发现桶内有油皮时，应取出油皮，将油漆充分搅拌均匀，用120目铜网过滤。3、油漆的粘度可稠时，应用稀释剂稀释。4、注意施工现场环境，避免有水气、尘土飞扬、日光曝晒等；冬季施工时应在油漆中略加一些催干剂。5、不能沾污油漆的构件、玻璃、拉手、锁眼等要事先用纸罩住或封闭。（3）、选择合理的配套方案1、根据不同材质和要求，选用不同性质的油漆。81 2、保证各涂层的凝结力，还要注意底漆、腻脂、面漆、面油的各种材料配套性，一般应选用同类型溶剂和稀释剂。（4）、油漆施工工艺要求：1、必须对木质表面进行磨光，对木材的自然开裂，其宽度在3mm以内的应用嵌刀开呈V形，开裂大于3mm者，应补嵌木质材料。 2、满批面漆：对木构件表面作全面刮批面漆，待面漆干后进行打磨。3、捉批面漆：在己打磨好的面漆表面，必须捉批二次面漆，二次打磨，使得油漆基层平整、光滑、无凹陷。4、二糙一光：对面漆基面作二次糙漆，每次糙漆必须打磨一次，最后对糙漆进行光面。 5、油漆工程必须在瓦、木等工程已基本结束，现场己基本清理好，无明显灰尘，木材的含水率达到当地平衡含水率的条件下，且气温在5℃以上方可进行。油漆材料一定要有合格证，面漆宜用石膏粉作基料。 6、木结构设计要求广漆做法的则按传统的广漆施工。广漆施工除了符合前述的施工条件外尚要保证有一定的湿度。 7、最终油漆效果应具色泽一致、平稳、光滑、无流坠、无刷印、不漏底、无油痱子，棱角清楚，光彩夺目的效果。8、油漆涂刷前应用漆刷刷去灰尘，然后开油底漆，开油及横油时，最好用使用过的旧漆刷，尽量能使油漆渗入毛孔，进行理油、修饰时应漆刷放平，用刷毛的前端轻轻涂刷。9、每遍油漆干燥后，应用细砂纸轻砂光滑。81 10、面漆涂刷，油漆不要过厚，应均匀、理顺，以防流油、流淌，形成涂膜厚薄不匀。（5）、墙面水性涂料的施工1、材料要求同油漆（略）2、要求墙面干燥，无积灰污垢。3、要求用胶水、白水泥调浆灰批灰二遍以上，砂磨平整光滑。4、涂料要求一底二面，先一遍封底涂料干燥后刷二遍面层涂料。5、大面积施工应多人合作上下同时作业，互相衔接，避免产生接头痕迹。二、雕塑工程施工工艺1、材料：（1）木雕的木材树种、材质、规格符合设计要求，其含水率不应大于15%；砖雕材料必须用水磨青砖作原料，其尺寸、色泽符合设计要求，以不变色、不泛黄为外观选材标准，质地应细腻，击声清脆，强度不低于MU10。（2）石雕材料品种、规格、质量、颜色应符合设计要求，内外质地一致，无裂隙、隐残，如为受力构件纹理应符合受力要求。2、木雕工程：木雕按其制作方法的不同可分为雕刻法。嵌刻法，堆雕法；木雕以其成品外形可分成浅雕、阴雕、平浮雕、浅浮雕，镂雕。透雕等，木雕工艺应按下述工艺进行：81 （1）按前述要求，选用上好木材，材种必须符合设计要求，其外形尺寸，与木构架联结之榫卯应先行做好。（2）根据设计图纸或根据原有实物用放足尺大样或拓样手段，将小样或实物变成可实用的图案。（3）图案经原设计人员或经有关部门审定后粘贴在用于雕刻的原件上，按样雕刻。图案必须有艺术性，完整性。不得在图案中出现任何图案残缺或其他方面的败笔现象，如果同样图案的雕件较多时，可先按图制出板样，通过样板画到雕件上，以利达到一致性。（4）雕刻应先初雕图案的外轮廓主要线条，。初形后，精雕图案的全部线条和细部，当某一主体形象处于雕件边缘形成不完整时，而受构件外形尺寸限制，确实无法完整时，应以图案中的辅物遮挡，以确保图案的完整性，外形丰满、生动有神。（5）当图案较大，一块木构件不能满足时，可以二块或数块拼合，拼合接点必须用锭榫，竹钉联结。不得用铁钉组合，以满足其耐久性要求。（6）雕刻结束，应进行全面检查或拼装组合，对雕刻线条不到位的或局部细小的缺损、伤痕、开裂处进行修补。并对其由粗到细的打磨，使得雕件光滑、线条分明、流畅、层次分明，达到“生动”的效果。（7）位于室外的木雕件尚须对其表而进行防腐、防潮等保护性的处理。3、石雕工程：石雕工程因其材质因素不同与木雕，制作工艺应按以下工序进行：81 （1）制模：根据设计图纸，先制作石膏小样，经认可后按足尺要求，制作泥模，泥模必须有骨架，待泥模硬结后涂隔离剂，并在其外作石膏反模，然后翻成正模。（2）可根据实际情况将石膏模分成一块或数块，石材按石块膏模，用“点线”方法雕刻。雕刻必须有粗到细，逐步形成。先雕图案的外形和主要部分，雕大出图形最深标点，控制好最大加工量，运用点线仪，在石膏模型典型位置上用墨点标出，然后点在石材料相同位置上，并以点线仪控制深度。为使构件与石膏模一致，在造型复杂部位应加大点线密度。（3）雕刻结束，应对细部修正，并对交接部位调正、修理。第八节脚手架施工方法及技术措施第一部分脚手架施工方法和质量安全技术保证措施一、选材标准：钢管：φ48mm，壁厚3.5mm，无锈蚀、弯曲、太扁或裂缝的钢管。钢制扣件：符合部颁《钢管脚手架扣件标准》。竹手片：1.0×1.5m，平整牢固，无不良竹片。二、搭设标准：脚手架横平竖直、连接牢固、底脚设置在硬化地面上、支撑挺直、通道平坦、安全设施齐全牢固。三、搭设前的准备工作：1、垫层打好以后，外架搭设前由项目部技术人员，向作业人员详细交底。81 2、使用的钢管，扣件、脚手板、安全网等检查合格后方可使用。3、作业人员必须有本专业工程上岗证。4、六级及六级以上大风和雾、雨天应停止脚手架作业。四、具体搭设技术要求：1、立杆应座落在坚实的基础上，立杆底部设底座，座下铺2.5m×0.3m×0.05m厚木板。2、根据《建筑施工扣件式钢管脚手架安全技术规范》中表6.1.1-1之规定，采用立杆横距1.05米，步距为1.8米，立杆纵距1.8米，连墙件的设置为二步三跨；3、纵向水平杆、横向水平杆、竹笆的设置（1）纵向水平杆设置在立杆内侧，其长度大于3跨；均与横向水平杆扣接；（2）纵向水平杆均采用对接，且两根相邻纵向水平杆的接头不允许设置在同步或同跨内，不同步或不同跨两个相邻接头在水平方向错开的距离为小于500mm，各接头中心至最近主接点的距离小于纵距的1/3；（3）主接点处必须设置一根横向水平杆，用直角扣件扣接且严禁拆除。主节点处两个直角扣件扣接且严禁拆除。因本工程采用竹笆脚手板，因此，横向水平杆应直接扣接在立杆上，且应增设2根纵向水平杆，等间距布置；（4）施工层竹笆应满铺，四个角用铁丝与纵向水平杆绑扎牢固；4、立杆的设置；81 （1）每根立杆底部应设置底座或垫板；（2）纵向扫地杆应处于横向扫地杆的上方，均与立杆扣接，扫地杆距地面为150mm；（3）立杆在顶层采用搭接，搭接长度为1.2米，采用两个回转扣件固定，且高出建筑物檐口1.5米，下方均采用对接，节点布置同纵向水平杆节点要求；5、连墙件的设置；（1）连墙件选用软拉配合顶撑操作，符合“规范”中表6.4.1的要求；（2）拉结点必须靠近立杆设置，距离不应大于300mm，同时，应从底部第一步纵向水平杆开始设置；（3）拉筋应呈水平方向设置，配合顶撑使用，实际操作应先定后拉；6、剪刀撑的设置；（1）剪刀撑按“规范”中表6.6.2的要求选用连接6根立杆，由拐角处开始，沿全高度布置，每组剪刀撑的净间距小于15米，杆件连接采用搭接，两断各用一组扣件，距离末端100mm；（2）无法搭设剪刀撑的位置需设置“之”字形斜撑；7上人斜道的设置；（1）斜道宽度为1米，坡度为1：3；（2）拐角处设置休息平台，斜道两侧均设置双层拦水防护，高度1.2米，首道拦水距离斜道垂直距离为0.6米，底部设置20cm高踢角板；81 （3）斜道脚手板底部应设置横向水平支托杆，间距为500mm，斜道脚手板上设置防滑木条，间距为300mm；8、脚手架外侧选用2000目安全网全封闭，首层设兜网，向上间隔两层设一道，施工层满铺竹笆，外侧设双拦水防护，刷红白相间油漆，底部设18cm高挡角板；五、施工中安全技术措施：1、杆件接长与搭接（1）立杆首根，有长有短，错开搭设。立杆顶端外排就高出建筑物檐口1.5m，内排应低于檐口0.4-0.5m。（2）立杆垂直要求：应按架高的1/400—1/600控制，但全高俯斜不大于10mm。（3）大横杆应布置在立杆内侧，且各接头中心距立杆轴红的距离应小于1/3跨度。（4）接地，避雷措施应由专业电工按JG146—88有关规定执行。（5）搭设材料：钢管φ48壁厚3.5mm，立杆、斜杆、大横杆长度以4—6.5的为宜，每根重25kg以内，小横杆长度2.1—2.3m，为宜，不同外径不准混合使用，有严重锈蚀、弯曲、压扁或裂纹的不得使用。（6）立杆和横杆的对接头应交错布置，不应设在同步，同跨内，相邻接头水平距离≥500mm，应避免在纵向水平杆的跨中。（7）立杆和大小横杆联结，用直角扣件，小横杆靠墙一端距墙一般为5—10cm。（881 ）立杆和大小横杆连接用万向扣件，剪刀撑斜杆与地面的夹角为45。—60。。（9）大横杆位于立杆内侧，小横杆应固定在立杆上，四根大横杆均固定在小横杆上。(10)。脚手架搭设顺序：施置纵向扫地杆→立杆→横向扫地杆→第一步纵向水平杆→第一步横向水平杆→连墙杆→第二步纵向水平杆→第二步横向水平杆……。六、拆除拆架前、全面检查拟拆脚手架，根据检查结果，先拟订作业计划，报请批准。进行安全操作交底后，才准开始工作，作业计划一般包括：拆架步骤和方法、安全措施、材料堆放地点、劳动组织等。拆架时，周围设围栏和标志，划出工作禁区，禁止排拆人员进入，并设专人看管，拆除顺序为从上而下一步一清，不准上下同时作业。第二部分井架安装方法和安全技术保证措施井架的安装方法和安全技术保证措施待中标后由现场项目经理部根据现场场地和地质勘测报告进行编制，并报请业主单位和监理单位认可后方可安装调试。第九节水电工程施工方法一、施工用水电计划1、施工临时用水计划⑴生活用水：利用建设方提供的水源接分表送到现场各生活区。⑵施工用水：施工现场利用建设方提供的水源以分管接至各施工点。81 ⑶消防用水：消防用水接自现场消防备用蓄水池，由临时输水管道经加压后送至各施工单体，同时在施工单体中配备消防器材，由现场后勤负责人管理及使用。2、施工临时用电计划本施工现场配电按三级配电、二级保护形式布置。自总配电间二次侧开始配电，严格按照三相五线制（TN—S系统）覆盖施工现场。做到工作零线和保护零线严格分开。整个现场供电系统全部采用软性电缆线，架空架设。开关箱至用电设备穿软管保护。根据本工程机械配置，以及生活用电，我们作如下计算：S动=K1×K2×∑Pc/（η×cosα）其中，K1——同时使用系数，在此K1=0.5；K2——动力负荷系数，在此K2=0.8；η——动力设备平均效率，η=0.85；cosα——动力因数，cosα=0.6。所以，计算得S动，生活用电按动力10%计算。则S总=1.1×S动。电流量I总=S总/（1.732×0.38）根据用电安全规范选用主芯线截面积相对应的铜芯橡皮线，即可满足要求。第十节新技术、新工艺、新材料的应用1、建议施工中全部采用冷轧带肋钢筋，冷轧带肋钢筋是普通低碳钢或低合金钢热轧圆盘条为母材，经冷轧减径后，在其表面轧成具有三面或二面有牙形横肋的钢筋，其直径为4-12mm81 ，其与砼的粘结强度相当于光面钢筋的3倍以上。使用冷轧带肋钢筋可节约板筋30-40%的钢材，经济效益较为显可节约钢材20-30%。2、混凝土施工模板脱模剂采用BT—20模板漆（长效脱模剂）。BT—20模板漆涂膜坚硬，光亮丰满，耐水耐磨，防锈防腐，广泛适用于各种混凝土模板，并适用于蒸养环境。它有以下三大功能：（1）保护模板，保护模板免遭磨损；（2）提高混凝土外观质量，可达到清水混凝土效果；（3）长效脱模剂。漆膜所成型的混凝土呈仿大理石状，平整光滑，无污染，混凝土表面气孔减少90%以上。3、推广先进的项目经理部在电子信息技术应用方面的经验,促进从单项管理软件向管理集成软件系统的过渡；推广施工、生产技术和工艺控制软件,提高项目经理部技术管理水平。第十二节季节施工保证措施一、雨季施工保证措施江南地区的冬季常伴随阴雨天气，因此必须做好相应的施工措施，以确保工程质量和安全。1、所有电气设备、机具均应有可靠的防雨措施，防止潮湿漏电，同时做好防雷接地保护，电闸箱的漏电保护装置要安全可靠，并在雨后进行全面检查维修。2、雨期施工要经常对机械设备基础进行检查，若发现异常及时处理。3、基础施工工期要尽量缩短，以便及时组织回填，土方回填应连续进行，尽快完成。81 4、雨期应及时测定砂、含水率，以便及时调整砼及砂浆的配合比。5、严格遵照执行我司制定的《雨季施工技术具体措施及施工注意事项》。6、维护好现场运输道路，保证路旁排水沟畅通，雨后不陷，不滑不存水。7、所有机械棚要搭设严密，防止漏雨，机械设备采取防雨，防淹措施并且安装接地装置。8、现场设备员，安全员定期对施工机械、电源和其它设备作检查，对检查的问题要及时整改。9、雨期砌筑砖砌体，不得使用过湿砌块，以免砂浆流淌、墙体发生滑移。雨后继续施工，须复核已完成砌体的垂直度和标高。10、现场混凝土施工前，要了解近2～3天的天气预报，尽量避开大雨，现场操作地点要预备大量苫布，以备浇灌时突然降雨进行覆盖。11、雨天不得进行地面整浇层工作，不得进行粉刷施工，不得进行室外电焊工作。12、为确保雨季正常安全生产，保证工程质量，必须做好防台、防雷、防讯、防暑工作。13、混凝土浇捣后立即采取塑料薄膜加草袋覆盖。14、所有操作工人全部配备好防雨工作衣。15、遇到雨天，受影响多的是土方运输车下陷，将采取挖土施工点铺垫钢板与场地内施工道路连通的方法。81 16、根据土方开挖的深度按规定进行放坡，如不受雨水长期浸泡，不会出现塌方现象。要安排专人昼夜值班，加强排水工作，保证基槽、坑内不积水。17、垫层施工中遇有雨天，为了缩短支模时间，则采用基坑、槽内全部浇筑。浇后采取塑料薄膜加油毡覆盖，避免雨水冲刷混凝土面层。二、冬季施工保证措施考虑到本工程要经历冬季施工，在施工过程中应该注意到以下几方面：1、加强现场施工人员的保暖措施，除配发给每位施工人员的棉帽、工作手套、保暖工作服和保暖皮鞋外，针对屋面施工及在脚手架上参与施工的人员实施轮班工作制。2、注意施工现场的场地情况，发现有霜冻或结冰现象及时清除，消除潜在的事故隐患。3、注意施工材料的保管措施，尽量采取室内保存。防止由于低温引起施工材料物理化学性能指标的改变，从而影响修缮工程的质量。4、在涉及到脚手架的施工过程中实行每天开工前对脚手架的细致检查，例如地面支撑情况、扣件完好率、围护系统完好率等，消除潜在的事故隐患。第四章施工进度计划公司将成立一个强有力的施工生产项目管理组织，发挥我们人才，知识密集之优势，建立起技术、质量、安全、施工、料具供应、劳动力进场等保证体系，切实落实责任，精心组织科学管理，加快施工进度，确保总工期，具体措施是：181 、对该工程实行项目法施工，项目经理是第一责任者，对工程全面负责，制定以项目法施工为内容的工期保证系统流程图，加强施工全过程的控制，及时解决施工中出现的问题，在确保工程质量前提下，保证工程的施工总进度计划。2、推广目标控制的动态管理，实行滚动计划，分级计划管理，把总计划分解为月、周、日、计划，按日保周、周保月、月保总工期的原则，把计划分解到具体项目执行人，实行平行和竖向流水作业，充分利用时间和空间，关键性控制点，挂牌警示，组织充分的人力和物力，保证按计划达到预控制目标，加强计划的严肃性，对完不成计划的要追究原因和责任，实行重奖重罚。3、该工程被列为我公司重点工程之一，公司将调集素质好，技术强的施工队伍，实行人员配足，材料供足，资金投足，每天干足；技术人才优先，机械设备优先的政策，保证工期目标实现。4、加强施工现场的平衡与调度，按工期系统流程图来协调实行，平面流水和立体交叉相结合的作业程序，超前做好施工准备工作，保持均衡施工。施工现场要配足夜间照明灯具，组织夜间施工，白天完不成的计划，夜晚一定突击完成，以保证当天计划当天完。5、加强对材料，设备的计划管理和供应，材料、设备必须按计划要求准时送到现场；加强对材料设备供应情况的反馈，想方设法满足施工现场的需要；加强对施工机械设备的维修和保养工作，确保施工中正常运转。6、建立以项目工程师为主导的技术管理体系，负责全面技术把关，提前请设计院做好设计交底和图纸会审工作，把施工时技术上的疑点，难点解决在施工前。7、做好施工技术交底工作。操作前要进行技术要求，操作要点、质量、安全、工期等方面的交底，使操作者人人知道当天要完成的任务，必须达到的质量要求。81 8、做好施工安全交底，凡进入施工现场的人员必须进行安全学习，必须遵守公司安全规定。管理人员必须学习国家安全法规，不允许违章指挥，机操人员必须持证上岗。施工现场必须按平面布置堆放材料、机具，工作完成后随时清扫现场。9、加强与业主、设计院、监理和政府有关部门的联系，取得他们的支持和帮助，协同我们按期完成施工任务。10、随时掌握气象预报，做好防患工作，减少施工工期损失。11、全面推行手持电动工具的使用；增加夜间照明，改善施工条件，提高功效，赢得时间。12、全面实行网络计划控制，制定阶段性工期目标，严格执行关键线路工期，对工程进行动态管理，确保阶段目标得以完成。根据施工中出现的影响关键线路的因素，及时分析原因，找到解决办法，并及时将网络计划进行调整，再按照调整后的关键线路组织实施。从而使施工在经常变化的资源投入及不可见因素的动态影响下始终能够对工期进行纠正及控制。这样就能保证整个工程的工期有了科学的手段，避免了盲目性。13、混凝土工程施工合理划分流水段，采用小流水均衡施工工作作业。小流水段的合理化分将能大大提高模板的同转率，并使劳动力按照工序划分，每个工人的操作更加细致、更加专业化，从而提高效率。小流水段施工的组织是一个系统工程，项目经理部建立有效的指挥系统，保证资源供应能够满足小流水的需要，以实现一天完成一个流水段，一天一个循环的要求。14、建立有效的物资供应系统。物资供应部门根据网络计划的要求，提前一月提出物资需用量计划交于业主，确保材料物资供应能够连续不出现间断。81 15、现场经理同业主、监理工程师和设计方密切配合，统一领导施工，统一指挥协调，对工程进度、质量、安全等方面全面负责，从组织形式上保证总进度的实现。16、安排足够的劳动力、设备，组织大班作业，立体交叉施工，充分利用时间、空间，充分利用作业面。17、采取切实可行的雨期施工措施，开工后应尽量避免雨季对施工的影响，配备充足的机械及劳动力连续施工，确保进度和质量。18、建立每周同甲方、监理公司的例会制度，解决与业主、设计、监理及各分包单位的协同配合问题，坚持对工程进度每天早交底晚检查做到责任到人，对安排的工期延误实行奖罚制度。19、我公司将把本工程作为重点工程进行对待，因此，从人力、物力及财力上将予以重点保证，公司及职能部门将积极配合，尽全力服务于该工程。第五章劳动力配备、机械设备、材料等供应计划一、劳动力配备根据本工程的具体情况，现场施工劳动力的合理配备是保证安全生产、施工质量、工程进度的关键之一。现场的管理班子、操作工人应根据需要配齐、配足，并做到相对固定，以不断提高管理工作水平。在正常情况下，本工程一般考虑安排连班作业，另根据工程实际施工情况安排加班。结合本工程实际特点，在劳动力的安排上，打破常规安排模式，抽调公司较强的劳动力，以满足业主和监理在工期和质量上的要求。劳动力的具体进场计划将根据施工图和工程合同要求的具体工期制定详细计划，并由我公司生产和劳资部门统筹安排、优化配置。现场劳动力将根据工程特点按工种或分项工程进行组织编制。81 二、主要施工机械的选用及进场计划1、施工机械的进退场计划⑴工程开工后，根据业主通知，即组织项目组进场进行施工前期工作，包括敷设临时施工用电用水线路，施工照明及临时设施的搭建等。⑵土方开挖的同时，逐步安排砂浆机、混凝土搅拌机及零星小型施工机械如潜水泵、混凝土振捣器等的进场。⑶基础结构由于采用木模板体系，全部选用木模系列，由场外车间制作，在钢筋工程结束后按需进场拼装。⑷各专业施工机械由项目设备组视具体施工进度和现场情况统一调配。三、材料供应计划1、编制材料供应、使用计划，作出进场计划并严格执行。如工期发生提前或由对材料供应进行调整，保证材料按时、按量，且现场预留部分控制在一定限度之内。2、专职项目材料员（材料负责人）负责施工用料的供应、调度及管理和负责材料询价、采购、计划供应，工程材料的复试与报验。3、材料节约措施⑴所有材料采购进场之前，应按有关规范的规定进行采样试验，试验合格后方可进场，严禁不合格材料使用在本工程上。⑵以材料员为首，成立项目组内部采供部，建立材料出库、入库制度，严格出入库手续，按计划采购、供应，以减少浪费。81 ⑶经常检查材料的质量和使用情况，凡发现不符合质量要求的材料，立即采取相应的措施，确保不合格产品不致流入本工程。⑷所有现场材料、半成品，均应按施工总平面布置图做好水泥场地，分门别类地堆放，并按先进先用的原则进行。⑸钢筋堆放应有地塄分隔，并设专人管理，按计划供应。⑹为保证工程质量，模板拆除后应进行修理，平整度不符合要求的不得使用。⑺土建材料进场前必须经过试验，具体按如下表所示进行检验：序号名称必验项目必要时需验项目1水泥强度、安定性凝结时间、细度、有害物含量2钢筋抗拉、抗弯、屈服点延伸冲击韧性、化学分析3砖抗压、抗折强度外观、吸水率4砂石颗粒级配、含泥量、针片状石子压碎指标5木材含水率顺纹抗压、拉、弯、剪第六章质量保证措施一、质量目标根据招标文件要求，本标段工程质量达到总包方创优和创杯目标标准，并确保达到绿城集团精品“金奖”工程标准。二、组织机构81 建立以项目经理为首的质量保证体系，在质量责任制的基础上，明确各岗位质量职能、权限、隶属关系，联络方法，做到工程协调，明确工程质量。建立以项目工程师为主的质量监控体系，由质量管理检验，计量、标准化等构成，行使协调、控制、检查、监督、否决职能。三、工程文件施工图纸、标准图集、设计变更、应根据有关规定正确建档、妥善保管，便于查询，及时分发到有关部门和人员，相关资料应及时送达、监督、检查现场使用的图纸，技术规范是否符合要求，所有的细节部位是否得到执行。四、材料设备管理1、材料设备的采购，应符合国家现行规定，满足设计要求，同时提供国家规定所需的材质证明书和检验报告。2、根据合同中规定的材料供应方式，现场必须按照程序进行全数或抽样验收。经过严格的验收检查，确认满足相应的质量标准，才可以入库保管和发放使用。五、质量监控原则施工每一道工序，每一个分项都按工艺标准操作，实行工序把关，该工序和分项完成后，经专责质量人员和建设单位现场监理人员认可，方能进行下道工序的施工，保证工程每项活动能在监控下完成，达到工程质量标准，特殊工序的操作人员，应预先组织专业技术培训，合格后才能上岗操作。81 六、不符合项管理施工中出现不符合项，图纸错误或图纸有不清楚的地方；材料设备验收；储存不符合技术规范等，一旦发现应立即采取措施控制，向甲方或监理部门报告；待拿出方案和解决措施后，按其处理，发现不符合项不得自作主张随便处理。七、施工过程控制和管理1、施工图会审及熟悉现场情况：项目工程师（项目技术负责人）组织各工种负责人、施工员、工长及有关人员认真熟悉设计图纸，详细了解设计意图。了解施工要点，澄清设计，施工方面不详内容。为正常施工做好充分准备。图纸会审等应有记录。2、施工现场准备：施工现场准备主要工作由业主提供的基准点引出，并做好标识，各建筑水准点确定及保护；施工平面布置；现场临设搭建；施工标牌设置；安全标志牌设置等。3、施工材料准备：提出主要材料计划，包括数量、质量标准、进场日期，合格材料供应商选定。4、施工设备准备：提出施工设备和测量设备，这些设备必须是合格的，受控状态中的设备。5、人员配置：根据工程需要，配置特殊工种人员，特殊工种，人员要实行持证上岗。6、根据施工组织设计要求，以上工作到位，发出开工报告。公司各职能部门对项目实施监督管理。81 7、施工技术交底：项目工程师（项目技术负责人）在各分部分项工作前，向项目经理部相关管理人员，各专业工长，班组长作施工技术交底，交底的主要内容是法式要求，质量标准，施工中注意事项、工期、安全施工等。技术交底必须有记录。8、施工材料，物资控制：材料设备是按我公司相关文件规定对工程所用物资进行采购、检验，可追溯控制，以确保材料质量。9、施工设备控制：施工中所使用的施工机械、专用根据、检测仪器严格落实岗位责任制，保持设备运行良好，并按我公司相关文件规定执行。10、施工人员控制：参加本工程的人员必须具备相应岗位工作能力。11、施工质量控制：施工过程中，每道分项工序完成后，都必须进行检验评定，经评定合格后方可进行下一道工序，不允许不合格项放行。12、构件物资的标识和可追溯性：对木构件、瓦件材料、特殊专门产品实行标识和可追溯性控制，并按我公司相关文件规定执行。13、施工环境控制：做好施工现场文明施工，安全生产工作，并由专人负责，为施工和周围市民提供良好的环境。14、施工进度控制：根据施工进度总计划，编制施工月度计划，如遇外部条件变化则适当及时调整，保障施工进度计划实现。81 15、严格认真地接受建筑工程质量监督部门和业主派驻现场的监理机构对工程质量的监督检查，对在监督检查中提出的问题必须及时的整改，合格后请监督部门进行复验，认定符合要求后才允许进入下道工序施工。16、开展QC活动，克服质量通病，提高工程质量。第七章安全、文明施工措施一、安全管理（一）、现场制度、规范管理1、建立，健全各级各部门安全生产责任制，责任落实到人，各项经济承包有明确的安全指标和包括奖惩办法在内的保证措施。2、加强安全教育。对进驻工地施工人员及工人变换工种须进行安全技术教育，使工人掌握本工种操作技能，熟悉本工种各安全技术操作规程。3、对分部分项工程进行安全技术交底，并履行签字手续。4、建立定期安全检查制度。每次检查有记录，对查出的隐患应及时整改，做到期期定人，定时间，定措施。5、施工现场须设有“六牌一图”和安全生产宣传牌。（二）、脚手架，防护架管理1、搭设脚手架，防护架的钢管扣件，应认真检查，符合规范要求。2、脚手架的纵距，横距的步距，软硬拉结，搭接和铺设固定，标准符合组织设计要求。3、搭设脚手架，防护架须由经安全技术教育的架子工承担，在搭设时，须要戴好安全帽，系好安全带。工具及零件配件要放在工具袋内，穿防滑鞋工作，袖子，裤子口要扎紧。81 4、吊运脚手笆及脚步手钢管子等须用专用保险吊钩，钢管严禁单点起吊，要堆放平整，并严格控制脚手架的施工荷载。5、脚手在粉刷时，只允许三步同时操作，在砌墙时，要求人在脚手架内操作，不准向外斩砖。6、严禁在脚手上堆放钢模板，木料及施工多余的材料，以确保脚手架畅通和防止超载，并防止小零件高空坠落。7、严禁在脚手架上拉缆风绳或装置起重把杆，搭挂小平台。8、拆除脚手架时，严禁随手向下抛掷，并设置警戒区，围好旗绳，专人负责警戒。9、脚手架必须搭设牢固可靠，脚手板不得有探头现象，施工人员不得在脚手架上打闹嬉戏。（三）、临时防护设施管理1、进入施工现场人员必须戴好安全帽，扣好帽带。2、高空作业须戴好安全带，安全带应高挂低用，不准将绳打结使用。3、结构施工时，外设脚手不低于操作面，下部框架周边设防护钢管护拦，每隔1.5m设钢管柱，拦杆外设小眼安全网。4、预留洞口⑴边长或直径20—50cm洞口，砼内增加钢筋，加固定盖板防护。⑵50-150cm的洞口可用板内钢筋构成防护网，网格大于20cm的要加密。⑶150cm以上的洞，四周应设栏杆，洞口下张安全网，护栏高81 1m，设两道水平杆5、施工影响区内须设防护棚，架空线附近应搭设防护棚。（四）、施工用电管理1、外电路与脚手架，防护架的安全距离应符合安全规范。2、配电箱引入引出线应有套管，电线上进下出不混乱，大容量电箱上进线加滴水弯。3、室外电线应用橡皮线架空在专用电杆上，严禁架设在脚手架，防护架上架空高度一般距离地区4M，机动车道为6M以上。4、危险，潮湿的场所和容器内的照明及手持照明灯具（如浇灌砼时，用照明灯）应采用安全低压电源。5、照明导线应用绝缘子固定，严禁使用花线和胶质Z线，照明灯具的金属外壳须接地和接零，单相回路内的照明开关箱装用电保护器。6、休息室，木工间等地不准烧电炉，不准使用“小太阳”和功率大于60W的灯泡。7、电箱内开关电器具须完整无损，并配备漏电保护器，经确保主要施工机械用电安全。（五）、中小型机械管理1、砂浆机必须搭设防雨操作棚，机体架设边装坚实平稳，各类离合器，制动器防护罩必须安全可靠有效。操作人员应持上岗证操作。2、平刨，园锯传动部位须装有可靠的防护罩及安全防护挡板，刨面须有靠出，平刨刀刃处须设护手防护罩。81 3、手持电动机具须安装漏电保护器，防护罩壳齐备有效，并有有效接地或接零，橡皮电线不得破损。4、电焊机有可靠的防雨措施，良好的接地或接零保护。5、乙炔发生器距明火距离应大于10m，乙炔气瓶与氧气瓶距离应大于5m，在使用时，必须装回火防止器，皮管用夹头紧固。（六）、消防防火管理1、为了加强施工现场的防火工作，严格执行防火安全规定，消除不安全隐患，预防火灾事故的发生，进入施工现场的单位要建立健全防火安全组织，责任到人，确定专（兼）职现场防火员。班组建立防火责任制，职责明确。按规定设专职防火负责人。2、在各自施工的防火操作区内应根据工作性质，工作范围配备相应的灭火器材，生活区也应配齐灭火器材。3、重点部位（危险品仓库，油漆间，木库，木工间等）须要建立有关安全防火规定，有专人管理体制理，落实责任，并且有醒目的禁烟，禁火标志。4、在有易燃物料的装饰施工现场，禁止吸流动烟和小太阳灯照明，如有违反将处以罚款。5、焊割作业应严格执行：“十不烧”及压力容器使用规定。6、严格用电制度，施工工地应配有专职电工、合格配电箱，班前班后电工到位值勤检查；严禁擅自乱拉乱接电源，严禁使用电炉、热得快等电器。81 7、现场使用明火，必须向管理人员书面申请，同意后方可进行，杜绝现场动用非生产必需的明火。8、专职或兼职消防员要每天做好台帐，防患于未然。二、文明施工措施（一）施工现场标准化管理、创建文明工地的组织原则是：成立专门的领导小组，对照标准认真实施，加强现场文明管理、创建达标工作，安全治安方面维护正常秩序等，保证工程顺利进行。（二）、现场标准化管理1、施工工地必须有六牌一图，即：工程概况牌，工程项目管理人员名单牌，施工现场标准化管理牌，工地环保牌，安全生产六大纪律牌，防火须知牌，施工现场平面布置图。标牌的制作和挂置必须符合标准。2、落实卫生专职管理人员和保洁员，实现施工工地门前三包：门前墙外清洁无垃圾，围栏外无建筑材料、垃圾，门前场地无污水。3、结合实际场地地形，首先砌筑连续封闭的围墙，实施围护作业。围墙高度一律不低于2.5米。围墙标准：平整，上加压顶，墙面粉刷，涂料刷白，整齐美观，不乱贴乱画。4、场内达标：施工现场按总平面布置搭设临时设施；大宗材料，周转材料按品种规格分仓堆放，机具设备按总平面图布置，保养清洁；大门出入口地面必须混凝土硬化，施工现场设置冲洗车辆设施，主要道路畅通，无积水；场内场地平整，无污水，生活垃圾入桶，日产日清，建筑垃圾及时清运归堆，做到“落手清”；排水管道通畅，窨井加盖密闭；工地有厕所，地面及四周墙壁整洁。81 5、施工现场成品、半成品保护措施：施工现场主体交叉施工，相互间应互谅互让，尊重和爱护成品、半成品人人有责。已成型的外粉刷或涂料要防止污染和碰坏。不得踩蹋水泥未硬化的地面、不得把锋锐工具器材在地面和踏步上拖行等。6、在业主及各施工单位的共同参与下，建立工程建设现场标准化管理领导小组，业主及各施工单位工种负责人或现场项目负责人作为领导小组成员。各施工队组把现场参加创标准化管理的负责人的具体实施人员网络及全体员工的花名册报领导小组，如员工有增删应及时调整。施工人员进入必须佩戴胸卡，戴好安全帽。领导小组设工作值勤小组，进行昼夜值班，负责人员、物料和成品保护等，监督治安保卫、消防、环境卫生、安全用电等工作的到位，施工人员要自觉接受工作小组的管理，工作人员应充分发挥自已的权利，认真履行职责，使现场标准化管理工作全面到位。（三）、创建措施1、现场临时设施由本公司按当地建筑工程管理局要求标准化模式进行设计施工,加强施工管理,维护城市市容整洁。2、建立文明施工环境管理网络，确定文明施工责任人，门前三包责任人，场容场貌责任人，厕所清洗责任人；建立值勤制度，奖励和罚款政策，以保证良好的施工环境。3、施工现场围护施工，门前三包；门采用白铁皮钢门，油漆见新，规格适中，开关方便。481 、施工现场分包干区域，其中各施工班组长应各负其职：泥工班长负责砌筑工程、混凝土工程、水泥、石子、黄砂、白石灰等材料的分类堆放，届时再安排助手协助这方面的管理工作；钢筋工班长应负责各种规格的钢材按品种堆放整齐，钢筋下料时要按照施工设计图纸下料，不得铺张浪费，正确处理好搭接、锚固、焊接之间的关系；模板工班长应注意各施工工作面的施工搭接情况，充分利用钢模板，拆除模板时要及时按规格堆放指定的场所，及时刷油保护等。各自处理好自己区域内的垃圾，保持场地的清洁。（四）、治安保卫管理1、工地建立治安保卫组织，专业队伍要签订治安责任书，制定严厉的施工治安奖惩方案，同时做好现场治安保卫工作台帐。2、工地仓库，建筑材料，小型生产工具等要实行专人管理，责任到人。3、做好工地物品的防盗工作，现场除配备门卫人员外，还配备专职保安人员进行昼夜巡视，现场材料设备进出必须履行收发领用手续。4、严格控制非施工人员进出，所有在场人员均佩戴胸牌。5、施工现场严禁打架斗殴，无理取闹，扰乱正常的生产工作和生活秩序，违者严肃查处，并要求其赔偿一切经济损失，情节严重的将送公安部门处理。6、凡在工地施工人员须要自觉遵守法纪，平时由本公司的安全员加强思想教育，做好各方面的交底工作。（五）、环境保护措施81 环境污染一直是施工企业难以解决的问题，我公司为提高管理水平，借此次在“苏州绿城桃花源工程”内施工之际，努力将污染的防治工作提高一步。决心在此工程中严格规范、提高要求、从严治理、加强监督，一定要把环境污染控制在最小程度。施工中的环境污染一般分为有形污染和无形污染。有形污染包括工程泥浆、建筑粉尘、污水排放等，无形污染包括施工噪音、机械震动、灯光等。治理应从污染源着手，有针对性地对各种污染进行控制，减少污染范围。对施工产生的残留物、残留浆、落地灰等要及时清理干净，并集中统一处理。场地清扫时洒水也是防止粉尘飞扬的简单易行的好方法。合理安排噪音大的施工过程。并事先与建设单位通气协调。第八章质量通病的防治措施1、砖墙、砼基层抹灰空鼓、裂缝的预防措施抹来前的基层处理是确保抹来质量的关键之一，必须认真做好：a、砼砖墙基层表面凹凸明显部位，应事先剔平或用1：3水泥砂浆补平；表面太光滑的基层要凿毛，或用1：1水泥砂浆掺10%的107胶先薄薄抹一层（厚约3毫米），24小时后再进行抹灰，基层表面砂浆残渣污垢、隔离剂、油漆等，均应事先消除干净。b、墙面脚手孔洞应堵塞严密：水暖、通风管道通过的墙洞和剔墙管槽，必须用1：3水泥砂浆堵严抹平。c、不同基层材料如木基层与砖面、砼基层相上，应铺钉金属网，接宽度应从相接处起，两边不小于10毫米。81 抹灰前墙面应浇水。砖墙基层一般浇水二遍，砖面渗水深度约8-10毫米，即可达到抹灰要求。砼墙体吸水率低，抹灰前浇水可以少一些，如果各层抹灰相隔时间较长，或抹上的砂浆已干，则抹一层砂浆的应将底层浇水润湿，避免刚抹的砂浆中的水分被底层吸走，产生空鼓。此外，基层墙面浇水程序，还与施工季度，气候和室内外操作环境有关，应根据实际情况酌情掌握。抹灰用的砂浆必须具有良好的和易性，并具有一定的粘结强度。抹灰用的原材料应符合质量要求。底层砂浆与中层砂浆的配合比应基本相同。中层砂浆标号不能高于底层，底层砂浆不能高于基层墙体，以免的凝结过程中产生较强的收缩应力，破坏强度较低的基层（或抹灰底层），产生空鼓、裂缝、脱落等质量问题。当基层墙体平整和垂直偏差较大，局部抹灰厚度较厚时，一般每次抹灰厚度应控制在8-10毫米为宜。中层抹灰必须分若干次抹灰。门窗框塞缝应作为一道工序专人负责。先将水泥砂浆用小抹子将缝塞实塞严，待达到一定强度后再用泥砂浆找平。3、砼顶板抹灰空鼓、裂缝的预防措施现浇砼楼板板底面有木丝、油毡等杂物时必须清理干净：使用钢模、组合小钢模现浇砼楼板时，应用清水加10%的火碱，将隔离剂、油垢清刷干净；现浇楼板如有蜂窝麻面情况，应事先用1：2水泥砂浆修补找平，凸出部分需剔凿平整。为了使底层砂浆与基层粘结牢固，抹来前一天顶板应喷水湿润，抹灰时再洒水一遍。现浇砼顶板抹灰，底层砂浆用1：0.581 ：1混合砂浆，厚度2-3毫米，操作时应顺模板纹方向垂直抹，用力将底灰挤入顶板缝隙中，紧跟抹中层砂浆找平。砼楼板抹底层砂浆时，宜采用1：1水泥砂浆加水泥重量20%的乳胶搅匀，用钢皮抹子抹2-3毫米厚，并随手扫毛，第二天喷水养护，第三再用1：3：9混合砂浆找平，厚约6毫米。可进行下一道工序施工。4、柱子位移错台的预防措施首先要有精确的轴线引柱作为放线依据。放线时不要从一头赶，宜分段控制。分间尺寸应从中间控制点上量测，尽量减少测量积误差。柱模下端应牢固地固定在楼板上。可按柱子准确位置楼板上做于戴面略小于柱截面（每边缩进1-2毫米）高度5CM的细石砼方台，以固定柱模下端，防止发生模板位移，支模过程中要随时吊直校正，纵横两个方向用拉杆和斜撑固定好；柱上部的梁板模板支完后再浇筑柱子的砼，以避免浇筑砼时柱模倾斜。柱砼应分步浇筑，每步不超过50CM高，禁止采用一次浇筑到顶的方法。5、柱子主筋位移的预防措施无论是基础还是上部楼层，在浇灌砼前均应检查柱插筋或外伸钢筋位置是否正确，并加以校正。基础插筋要绑方正吊直，插筋要有足够的箍筋，保持钢筋骨架本身不变形，底端定位应牢固，必要时可在底筋上。为保证主筋保护层厚度，主筋外侧应加设砼垫块（用预留在垫块中的铁丝绑牢）。为防止浇筑柱子砼时主筋位移，必要时基础或柱模板上口，用直径10MM钢筋上焊接的井字型套箍撑住模板固定住钢筋或在主筋上靠模板的一侧焊上一截短粗钢筋，用以保持钢筋与模板的相对位置，如柱截面较大，钢筋多时，可适当增加撑筋。81 6、柱子烂根的预防措施柱子立模前应先将柱脚砼方台四周清理干净，用水泥砂浆找平；板墙下脚支模前，最好做导墙（8-10CM高细石砼），然后把座落模板的楼板表面抹浆找平。如模板下口仍有间隙，为防止漏浆，可用泡沫塑料或麻绳、胶皮条堵严。在开盘前先浇筑与所采用砼同成分的水泥砂浆层，第一步浇筑的砼厚度应控制在40CM以内，同时注意不宜过振。7、砼“跑模涨壳”防治措施对所使用的周转材料须经监理验收符合要求后，方可进场投入使用，制作好的模板要加强保护和养护。模板及其支架必须有足够的承载力，刚度及稳定性，确保模具加载后不变形、不失稳、不跑模，严格按照“施工方案”确定支承体系各受力件的间距及布置。对模架人员加强技术交底，实行“三检”制度，发现问题及时纠正，确保砼浇筑时不出问题，且在浇筑砼的同时，指派专人看模，对非正常情况下出现的支撑松动等问题及时加固整改。8、砼表面“蜂窝孔洞”、“缝隙夹渣”防治措施实行现场搅拌砼，按要求严格控制配合比和水灰比。模板表面应光滑、洁净，不得粘有干硬的水泥砂浆等杂物，模板拼接严密，木模板在浇筑前应充分湿润。加强砼浇筑人员特别是振捣人员的工作责任心，分层浇筑细心振捣，确保砼密实。（1）项目管理机构配备情况表苏州绿城桃花源一期古建工程81 职务姓名职称执业或职业资格证明已承担在建工程情况证书名称级别证号专业原服务单位项目数主要项目名称一旦我单位中标，将实行项目经理负责制，我方保证并配备上述项目管理机构。上述填报内容真实，若不真实，愿按有关规定接受处理。项目管理班子机构设置、职责分工等情况别附资料说明。(2)项目经理简介表苏州绿城桃花源一期古建工程81 姓名性别年龄职务项目经理职称学历参加工作时间担任项目经理年限项目经理资格证书编号在建和已完成工程项目情况建设单位项目名称建设规模开、竣工日期在建或已完工程质量(2)项目技术负责人简历表苏州绿城桃花源一期古建工程姓名性别男年龄81 职务职称学历参加工作时间担任技术负责人年限在建和已完成工程项目情况建设单位项目名称建设规模开、竣工日期在建或已完工程质量精品文档————————————————————————————————————————————————————————————————————————————————————————————————————————————————精品文档精品资料精品文档81 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