项目施工组织设计标准(新).doc

北京房建建筑股份有限公司单位工程施工组织设计编制标准Compiling standard for building organizes designs of unit engineeringFJ 02-20062006-11-16发布 2006-11-16实施总 目 录第一部分 封面与目录1封面TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT12目录TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT2第二部分 正 文1 编制依据TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT31.1 合同TTTTTTTTTTTT.TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT31.2 施工图纸TTTTTTT.TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT31.3 主要规范、规程 TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT31.4 主要标准TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT31.5 主要图集TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT41.6 主要法规TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT.TTTTT41.7 其他TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT.TTTTTTTTT42 工程概况TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT52.1 工程概况TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT52.2 建筑设计简介TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT52.3 结构设计简介TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT62.4 专业设计简介TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT72.5 工程平、立、剖面图TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT82.6 工程特点及难点TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT83 施工部署TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT83.1 施工管理目标83.2 施工组织TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT83.3 任务划分TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT93.4 施工部署原则及总体施工顺序TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT93.5 单位工程施工进度计划TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT103.6 主要项目工程量TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT113.7 各种资源需要量计划TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT123.8 组织与协调的方式TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT124 施工准备TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT124.1 技术准备TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT124.2 施工现场准备TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT145 主要施工方法TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT145.1 流水段的划分TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT145.2 主要施工机械的选择TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT155.3 主要施工方法TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT155.3.1 测量放线TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT155.3.2 降水与排水TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT155.3.3 基础桩TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT155.3.4 基坑支护TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT155.3.5 土方开挖TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT155.3.6 钎探与验槽TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT165.3.7 基础工程TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT165.3.8 防水工程TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT165.3.9 钢筋工程TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT175.3.10 模板工程TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT175.3.11 混凝土工程TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT185.3.12 砌筑工程TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT195.3.13 架子工程TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT195.3.14 屋面工程TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT205.3.15 构件吊装工程TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT.205.3.16 装修与装饰工程TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT206 主要施工管理措施TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT226.1 工期保证措施TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT226.2 质量保证措施TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT226.3 技术管理措施TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT226.4 安全保证措施TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT226.5 消防保卫措施TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT236.6 环境保护措施TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT236.7 文明施工管理措施TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT236.8 降低成本措施TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT237 施工总平面图TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT248 附录TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT25第三部分 附 录1 建筑材料相关数据TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT261.1 常用建筑材料的密度和质量TTTTTTT TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT261.2 圆钢规格重量表TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT262 建筑工地临时设施数据TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT272.1 临时加工厂所需面积参考指标TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT272.2 现场作业棚所需面积参考指标TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT282.3 临时性行政、生活福利建筑参考指标TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT283 建筑平面图布置参考数据TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT293.1 简易公路技术要求TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT293.2 各类车辆要求的路面最小曲线半径TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT294 临时供水供电计算TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT294.1 临时供水计算TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT304.2 临时供电计算TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT335 施工组织总设计TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT396 建筑工程常用塔吊技术参数一览表TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT4043第一部分 封面与目录1 封面(单位工程名称)单位工程施工组织设计(效果图、没有时可空白)(编制单位)北京房建建筑股份有限公司xx分公司1.1 封面封面应简洁美观，字体端正清晰。1.2 扉页项目部参与编制人员项目经理：项目工程师：材料员：编制日期： 年 月 日2 目录目录应详细，页码准确，美观。范例：1 编制依据1.1 合同1.2 施工图纸1.3 主要规范、规程1.4 主要标准1.5 主要图集1.6 主要法规1.7 其他2 工程概况2.1 工程概况2.2 建筑设计简介2.3 结构设计简介2.4 专业设计简介2.5 工程平、立、剖面图1.8 工程特点及难点3 施工部署3.1 施工组织3.2 任务划分3.3 施工部署原则及总体施工顺序3.4 单位工程施工进度计划第二部分 正 文1 编制依据1.1 合同（或协议）合 同 名 称编 号签定日期 注：1.2 施工图纸图纸类别编 号出图日期建 筑结 构设 备电 气1.3 主要规范、规程类 别名 称编 号国 家行 业地 方1.4 主要标准类 别名 称编 号国 家行 业地 方1.5 主要图集类 别名 称编 号国 家行 业地 区地 方1.6 主要法规类 别名 称编 号国家地方1.7 其他 前6项内容无法包括的文件，如地质勘测报告、贯标体系、企业标准等。2 工程概况2.1 总体简介：序号项 目内容1工程名称2工程地址3建设单位4设计单位5监理单位6质量监督部门7施工总承包单位8施工主要分包单位9投资性质（资金来源）10合同承包范围11合同性质12合同工期13合同质量目标2.2 建筑设计简介序号项目内 容1建筑功能2建筑特点3建筑面积（m2）总建筑面积占地面积地下建筑面积地上建筑面积标准层建筑面积4建筑层数地上地下5建筑层高地下部分层高（m）地下1层地下n层地上部分层高（m）首层设备层标准层机房水箱层6建筑高度绝对标高（m）室内外高差（m）基底标高（m）最大基坑深度（m）檐口标高（m）建筑总高（m）7建筑平面横轴编号纵轴编号横轴距离（m）纵轴距离（m）8建筑防火9墙面保温10外装修檐口外墙装修门窗工程屋面工程不上人屋面上人屋面主入口11内装修顶棚地面工程内墙门窗工程普通门窗特种门窗楼梯公用部分12防水工程地下屋面厨房厕浴间2.3 结构设计简介序号项 目内 容1结构形式基础结构形式主体结构形式屋盖结构形式2图纸、水位基底以上土质分层情况地下水位承压水滞水层设防水层地下水质3地基持力层以下土质类别地基承载力土壤渗透系数4地下防水混凝土自防水材料防水5混凝土强度等级部位部位部位6抗震等级工程设防烈度框架抗震等级剪力墙抗震等级7钢筋类别非预应力筋及等级预应力筋及张拉方式8钢筋接头形式冷挤压锥螺纹焊接9结构断面尺寸基础底板厚度（mm）外墙厚度内墙厚度（mm）柱断面尺寸（mm）梁断面尺寸（mm）楼板厚度（mm）10楼梯、坡道结构形式楼梯结构形式坡道结构形式11结构转换层设置位置结构形式12结构混凝土工程预应力防碱集料反应管理类别13人防设置等级14建筑沉降观测15构件最大几何尺寸16室外水池、化粪池埋置深度2.4 专业设计简介序号项 目设计要求系统作法管线类别1给水排水系统上水中水下水热水饮用水消防水2消防系统消防排烟报警监控3空调通风系统空调通风冷冻4电力系统照明动力弱电避雷5设备安装电梯配电柜水箱污水泵冷却塔6通讯音响电视电缆7庭院、绿化楼宇清洁8采暖自供暖集中供暖9防雷10电梯、扶梯11设备最大几何尺寸及重量2.5 工程典型的平、剖面图2.5.1 地下室平面图2.5.2 裙房平面图2.5.3 标准层平面图2.5.4 典型剖面图2.6 工程特点及难点重点介绍本工程与其他工程的区别，即本工程的特点，并简要介绍本工程的施工难点。3 施工部署施工管理目标根据施工合同的约定和政府行政主管部门的要求，指定实施的工期、质量、安全目标和文明施工、消防、环境保护等方面的管理目标。3.1 施工组织3.1.1 施工组织系统方框图项目经理技术负责人生产负责人项目副经理质 检 员放 线 员试 验 员资 料 员预 算 员材 料 员会 计 员安 全 员钢筋工长木工工长砼 工 长电气工长水暖工长装修工长注：以系统图的形式说明项目各岗位的人员配置（参照上图），每个方框中应明确三项内容，即行政职务、姓名及职称，项目经理还要注明其项目经理资质等级。3.1.2 人员分工及岗位职责序号岗位名称姓名职 责备注1234567891011121314151617181920概要说明项目部管理人员分工情况和岗位职责，做到分工明确且不相互矛盾。3.2 任务划分3.2.1 总包合同范围3.2.2 内外分包施工情况3.2.3 设备、构配件、加工品、材料采购的分工 此条主要涉及分供方的选择，应明确采购原则。3.2.4 工程施工用大型机械设备情况概要说明工程施工需要的大型设备的提供方式。3.3 施工部署原则及总体施工顺序概要说明工程基础、主体、装修三大分部工程的施工安排、工期控制及相关专业如何与三大分部工程协作配合等情况，确定大型机械进、出场的时间。注意充分考虑季节性施工的影响。施工部署是对拟建项目在工作量、人力、资源、时间上的总体构思，是施工组织设计的核心内容，施工部署的好坏将直接影响到整个工程的成败得失，所以必须经过充分考虑和反复讨论后再定。3.4 单位工程施工进度计划3.4.1 编制依据（可不列入正文）编制单位工程施工进度计划,主要依据下列资料: (1)经过审批的建筑总平面图及单位工程全套施工图以及地质、地形图、工艺设计图、设备及其基础图、各种采用的标准图等图纸及技术资料。(2)施工组织总设计对本单位工程的有关规定。(3)施工工期要求及开、竣工日期。(4)施工条件,劳动力、材料、构件及机械的供应条件,分包单位的情况等。(5)确定的主要分部分项工程的施工方案,包括施工顺序、施工段划分、施工起点流向、施工方法、质量及安全措施等。(6)劳动定额及机械台班定额。(7)其他有关要求和资料,如工程合同。3.4.2 施工进度计划的表示方法常用的方法：横道图和网络图（双代号、单代号）。横道图表：序号分部分项工程名称工程量时间定额劳动量每班工作人数工作天数施工进度单位数量工种数量月月月5101520255101520255在横道图的下方绘制劳动力动态图，在整个施工过程中，劳动力安排尽量均匀，避免出现大起大落。3.4.3 编制内容和步骤（1） 划分施工过程（2） 计算工程量（3） 确定劳动量和机械台班数量（4） 确定各施工过程的施工天数（5） 编制施工进度计划的初始方案（6） 施工进度计划的检查与调整3.5 主要项目工程量项 目单 位数 量备 注土方开挖量m3土方回填量m3防水工程地下m2（在此处注明防水材料种类及作法）屋面m2卫生间m2现浇混凝土地下防水砼m3（防水砼注明其防水等级）普通砼m3地上普通砼m3高强砼m3（指C50以上）砌体地下m3（在此处注明砌块种类）地上m3钢筋地下T地上T装修工程内檐墙面抹灰m2（左边的项目可根据工程具体情况，做相应调整）地面m2吊顶m2贴瓷砖m2油漆浆活m2外檐门窗m2幕墙m2抹灰m2涂料m2面砖m23.6 各种资源需要量计划3.6.1 主要劳动力需要量计划主体阶段主要工种人 数装修阶段主要工种人 数钢筋工瓦工混凝土工电工木工水暖工架子工焊工焊工油漆工电工木工水暖工架子工瓦、状工其他3.6.2 主要材料需要量计划序号材料名称规格需要量供应时间备注单位数量3.6.3 构件和半成品需要量计划序号构件及半成品名称规格图号、图形需要量使用部位加工单位供应日期备注单位数量3.6.4 施工机械需要量计划序号机械名称类型、型号需要量货源使用起止时间备注单位数量3.7 组织与协调的方式 概要说明本项目将通过何种方法组织，实现本工程的工期、质量、安全、降低成本的目标，协调和管理好参加工程管理、施工的各方。4 施工准备4.1 技术准备4.1.1 图纸、图集、规范、规程等 组织有关人员熟悉图纸，确定图纸会审和交底时间，落实设计存在的问题、未解决的问题及解决方法，解决时间。4.1.2 计量、测量、检测、试验等器具设备配置计划配置满足工程所需精度的测量、计量、检测、试验用的工具、仪表、仪器等，配置与工程规模相适应的电话、传真、微机等办公设备。序号器具名称型号单位数量检测状态4.1.3 技术工作计划（1） 制定分项施工方案的编制计划；施工方案编制计划 序 号方 案 名 称计划编制完毕日期编制人（2） 制定试验工作计划，描述试验工作所应遵循的原则，（需要明确分层、分段试件组数、见证取样组数等），试验计划列入方案编制计划；（3） 制定样板、样板间计划等； 序号项目名称部位（层段）时间备注（4） 明确本工程的特殊过程（如钢筋焊接、混凝土灌注桩、地下防水）和关键过程（钢筋的机械连接、大体积混凝土、冬施保温等）。4.1.4 新技术的推广运用根据工程的实际情况，以建设部在本阶段重点推广十项新技术为依据，制定新技术、新材料、新工艺、新设备等科技成果应用推广计划。并成立针对性的QC攻关小组，掌握实施过程中的第一手数据，总结成一套完整的资料，将其中有价值的部分纳入本部门的企业标准。序号项目名称数量负责人论文（总结）完成时间4.1.5 高程引测与定位 根据轴线控制及标高引测的依据，进场后复核建筑物控制桩，引入高程控制水准点。做好栋号的控制桩和水准点的测设和保护工作。4.2 施工现场准备1. 临时供水、供电、供热计划（1） 临时供水：生产、生活用水量与消防用水量，二者相比较选择大者。一般工程生产、生活用水量不会超过消防用水量，故按消防用水量布置管线即可。（2） 临时供电：根据现场使用的各类机具及生活用电计算用电量（根据工程规模，必要时需另编临时用电方案），通过计算确定变压器规格、导线截面，并绘制现场用电线路布置图和系统图。施工总平面图中要标明管线位置、水管规格、用水和用电位置等。（3） 临时供热：根据现场的生产、生活设施的面积和形式，确定供热方式和供热量，并配管线设计图。2. 临时道路和围墙 要根据现场的实际情况设计出施工道路的布置、做法、宽度、排水方向等；围墙的做法要在符合北京市施工现场管理有关规定的前提下，起到宣传企业形象的作用。3. 生产生活临时设施（1） 根据工程的规模和施工人数，确定并列表注明各类临时设施的面积、用途和做法（宜列表说明）。（2） 规划各类构件、机具、材料的存放场地，安排各类临时设施时要注意与场地平整和基坑开挖的关系。4. 对业主的要求 对业主应解决而尚未解决的事项提出要求，并确定解决的时间。5 主要施工方法5.1 流水段的划分（1） 说明划分依据和流水方向。（2） 保证均衡连续施工，要充分发挥劳动效率。（3） 施工缝的留设位置要符合规范的要求，施工缝若分水平和竖向缝时应说明。（4） 画流水段划分示意图（应标注所在轴线位置）。5.2 主要施工机械的选择1. 主要指土方机械、垂直运输机械及其他大型机械。2. 以建筑高度、所需最大起重量（吊斗或模板、构件、设备重量）、实物量、吊次、建筑面积、设置位置、机械性能、台班费用等参数，经计算比较，选择最优方案，要合理可行，工作效率高，服务范围宽，方便、经济。并说明使用时间。3. 一般应包括：（1） 塔吊（汽吊）的选择及使用情况；（2） 泵送机械的选择及使用情况；（3） 外用电梯的选择及使用情况。5.3 主要施工方法5.3.1 测量放线（1） 建立平面控制网及高程控制点、轴线控制及标高引测的依据，以及引至现场的轴线控制点及标高的具体位置。（2） 控制桩的保护要求。（3） 放线的步骤要求：A.建筑物定位；B.槽边线控制；C.基底标高及垫层位置控制；D.基础的位置线。5.3.2 降水与排水（1） 降水情况说明及分包单位，对相邻建筑物的影响及所采取的措施，水位观测记录。（2） 排水情况包括：降水、排水工程日排水量估算及排水管线设计，有无二次降水的可能性及方案分析。5.3.3 基础桩 说明基础桩类型、选用的施工方法及设备类型5.3.4 基坑支护 基坑支护结构的选择应考虑下述因素：（1） 基坑的平面尺寸、开挖深度和施工要求；（2） 各层土的物理、力学性质，地下水等条件；（3） 临近建筑物、构筑物、树木距基坑的距离，基础形式，埋置深度，结构形式。基坑护壁与立塔、地面材料存放、车辆行驶路线和载重关系。（4） 邻近地下管线及其他设施情况，以及对基坑变形限制的要求和变形观测。（5） 降水深度必须满足基坑最低点的要求，不能以大面积的基底标高为标准设计降水深度。对产生管涌、基土隆起现象的可能性进行分析，及为解决此问题所采取的措施。（6） 现有材料、设备和施工条件的可能性。（7） 工期和造价的优化。5.3.5 土方开挖（1） 选择的土方机械的性能、型号、数量、作业时间和工期，挖土方向、坡道的留置，每步开挖深度，分几步开挖，挖土与护壁、锚杆、工程桩等工序如何穿插进行。（2） 土方的运输与存放，槽边护栏等。（3） 简单介绍基础形式、基底标高、基坑支护形式、降水情况。（4） 基槽土方开挖与工程坡道、人防通道的关系。并画出平面及剖面图5.3.6 钎探与验槽（1） 钎探的要求和不进行钎探的建议。（2） 清槽要求。（3） 季节施工要求5.3.7 回填土（1） 回填土类型。（2） 分层厚度。（3） 夯实方法5.3.8 地下防水工程5.3.8.1 地下防水层（1） 防水层采用的材料、厚度及层数。防水材料进场应具备备案，并按规定要求作复试，防水施工队要有相应资质及施工许可证。（2） 说明底板防水层做到什么位置，外墙防水层采用外贴法还是内贴法。防水层基层有什么要求，防水层施工的主要方法及质量要求。防水层的保护层做法。（3） 外墙防水层施工时间，施工条件。变形缝、后浇带防水做法，避雷做法与防水的关系，管道穿墙处防水的做法。5.3.8.2 结构自防水（1） 介绍结构自防水在机构施工中的防水措施（止水带、止水条的设置部位）。（2） 外墙的结构处理。（3） 外墙外抹防水砂浆材料、厚度、外加剂掺量、施工方法及质量要求。（4） 防水工程施工所需的运输工具。5.3.9 钢筋工程5.3.9.1 钢筋原材料的要求（1） 钢筋供货情况。（2） 钢筋品种及接头等级、类别。（3） 钢筋进场的检验。5.3.9.2 钢筋的加工（1） 选择钢筋加工机械。（2） 钢筋加工的要求：下料长度、弯直长度、弯折角度、弯起位置等。（3） 成品堆放要求。5.3.9.3 钢筋的连接（1） 不同部位、不同直径钢筋的连接方式（焊接和机械连接）。（2） 连接人员资质审查。5.3.9.4 钢筋的绑扎应将基础、柱状晶、墙、梁板部位，防止钢筋位移的方法做明确的描述。墙体、柱、变截面处钢筋处理方法。5.3.9.5 钢筋保护层的控制保护层控制方式，保护层厚度（列表说明）。5.3.9.6 预应力钢筋5.3.10 模板工程5.3.10.1 模板的设计（1） 内容包括：垫层、底板、基础墙体、顶板、墙、梁、柱、楼梯、电梯、阳台、门窗洞口及其他特殊部位的模板设计。（2） 具有足够的强度、刚度和稳定性，能可靠地承受新浇筑混凝土的重量和侧模压力。（3） 构造简单，拆装方便，便于钢筋的绑扎和连接，符合混凝土的浇筑和养护要求。（4） 充分考虑经济效益。5.3.10.2 模板的加工与制作（1） 确定模板加工的方式：自行制作的部分和专业厂家订做的部分。（2） 对于自行制作的模板确定应达到的质量标准、负责人及完成时间。（3） 专业厂家订做的模板：优选加工厂家，在合同中明确须达到的质量标准，并把好模板进场的现场检验关。5.3.10.3 模板的安装（1） 保证工程结构各部位形状、尺寸和相对位置准确。（2） 基础模板的安装：垫层、底板、墙体、顶板、梁、柱等。（3） 墙体模板安装。（4） 梁柱模板安装。（5） 顶板模板安装。（6） 楼梯模板安装。（7） 电梯模板安装。（8） 阳台模板安装。（9） 门窗洞口模板安装。（10） 其他特殊部位模板的安装（后浇带、变形缝等）。（11） 模板安装时需要在结构中预留、预埋的部件及在封模前应就位的设备、构件等。5.3.10.4 模板的拆除（1） 模板拆除的原则:先安装的后拆除，后安装的先拆除。（2） 避免硬砸硬撬。（3） 根据混凝土强度确定拆除时间。5.3.10.5 模板的维护（1） 模板拆除后及时清理与维护，并指定专人负责。（2） 制定相应的管理程序，未清理到位和修复的模板严禁使用。5.3.11 混凝土工程5.3.11.1 混凝土的拌制（1） 现场搅拌。（2） 使用商品混凝土。（3） 使用商品混凝土时需优选厂家并签订详细严谨的合同。5.3.11.2 混凝土的输送（1） 塔吊或提升架。（2） 泵送。5.3.11.3 混凝土的浇筑混凝土的浇筑高度、施工缝留置方法、施工缝清理、不同强度等级混凝土间浇筑范围的划分、浇筑顺序、浇筑时间要求。5.3.11.4 混凝土的养护养护方法。5.3.11.5 混凝土的冬季施工（1） 选定施工方法：综合蓄热法、蓄热法、负温养护法等。（2） 热工计算。（3） 保温措施。5.3.11.6 大体积混凝土施工（1） 抗裂计算。（2） 保温或降温措施。（3） 测温纪录。5.3.12 砌筑工程（1） 工程采用的砌体材料、使用部位。（2） 特殊部位有无特殊要求。（3） 主要施工工艺：砌筑高度要求、砂浆使用要求、施工洞留置方法及位置等要求。（4） 墙压筋留置方法。（5） 砌筑内隔墙，预制内隔墙的施工方法、要求、注意事项。5.3.13 架子工程（1） 砌体结构架子工程（2） 框架结构架子工程（3） 全现浇剪力墙结构架子工程脚手架搭设和使用过程中必须满足以下要求：A. 具有良好的强度、刚度，确保施工期间在规定荷载作用下不发生破坏。B. 具有良好的结构整体性和稳定性，保证使用过程中不发生晃动、倾斜、变形，以保证操作者的人身安全。C. 内外架子的种类、构造要求、卸荷及与结构之间拉结方式。D. 架子支搭、随结构部位的拆改,架子的拆除顺序以方法等。E. 马道的支搭方法、位置。F. 架子对下部结构的要求。G. 装修内、外架子的种类，不同部位架子的不同支搭方法。H. 避雷要求。I. 临边防护措施。5.3.14 屋面工程明确屋面防水等级和设防要求。说明屋面防水的类型，采用的施工方法、质量要求、试水要求。5.3.15 构件吊装工程（1） 吊点确定。（2） 起吊顺序和吊装方法。5.3.16 装修与装饰工程5.3.16.1 外墙饰面工程（1） 针对内墙材料的特点