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目录一、编制依据及原则··························································11.编制原则··································································11.1确保安全··································································11.2确保质量··································································11.3确保工期··································································11.4降低成本··································································12.编制依据······································································1二、工程概况···································································2三、组织管理机构及拆除人员一览表（附机构框图）··············21.施工组织机构·······························································22.各部门主要成员和任务···················································3四、主要管理人员资历表···················································5五、劳动力投入情况以及拟投入的拆除机具···························6六、确保工程质量的安全、文明施工及环保措施·····················71.施工组织管理措施·························································82.施工安全保证措施·························································83.爆破作业安全措施·························································93.1爆破器材的运输与贮存················································93.2爆区警戒方法、制度及起爆程序···································103.2.1警戒方法·······························································103.2.2通讯联络·······························································103.2.3人员撤离·······························································103.2.4起爆程序·······························································103.2.5爆后检查·······························································103.2.6解除警戒·······························································103.3爆破器材管理安全措施···············································113.4爆破施工工艺···························································113.4.1凿岩设备的选择······················································113.4.2钻孔作业·······························································113.4.3药包的加工制作······················································123.4.4装填工艺与要求······················································123.4.5连线和起爆····························································123.5爆破安全技术措施·····················································123.6一般安全措施···························································133.7施工质量保证和环保措施············································133.8施工进度保证措施·····················································143.9文明施工保证措施·····················································153.10工地卫生保证措施···················································16七、主要施工方法及拆除技术措施······································161.主要施工方法······························································162.爆破拆除总体设计方案··················································172.1拆除方案·································································172.2爆破部位·································································172.3墙体爆破设计参数·····················································172.4爆破网络·································································182.5梁爆破参数······························································182.6柱体爆破参数···························································182.7起爆网络·································································182.8试爆········································································182.9基础爆破设计···························································183.安全与防护··································································194.爆破震动·····································································195.爆破警戒范围、方法·····················································191一、编制依据及原则在分析国内外有关爆破资料的基础上，总结我们过去多次在复杂环境条件下进行爆破的工程实践经验，结合本工程的特点，采取合理先进的施工方法和强有力的技术措施，满足业主、公安、环保等部门的要求，达到“安全、准爆、规范、先进、高效、环保”的总目标。1.编制原则1.1确保安全通过精心设计和施工，在爆破过程中严格控制爆破震动、爆炸冲击波、爆破飞石等危害效应。工程施工前，进行爆破试验，选定爆破参数，保证附近厂房和建筑设施及周围人员的绝对安全。在爆破施工中，应对爆破地震波等爆破危害进行监测。1.2确保质量在设计及其施工中采取先进的控制爆破技术和爆破新工艺，按照甲方要求爆破到位，工程质量达到优良标准。1.3确保工期本工程爆破环境较复杂，工期短、任务重，技术要求高，施工难度大，必须投入足够的技术力量和管理人员、劳动力和机械设备，以满足爆破拆除总体工期要求，要采用先进的爆破技术、合理的施工工艺及强有力的安全技术措施，保证爆破工作在甲方要求时间内顺利完工。1.4降低成本优化施工方案,尽量节约投资。在施工过程中不断改进施工技术与施工工艺，提高效益，向技术要效益2.编制依据1、青岛经济技术区交警大队办公楼爆破拆除工程招标文件；2、工程现场和周围环境勘察资料；3、拆除工程有关技术文件、规范及验收标准。24、国家质量监督检验检疫总局发布的《爆破安全规程》二、工程概况交警大队办公楼位于开发区江山路西侧，南距中国边检院墙11.5m，东距江山路34m，距警卫室10m，距中国边检大楼54m，西距车辆管理所（待拆除）28m，北距大地加油站30m。待拆办公大楼主体为7层，钢筋砼框架结构，高27.6m，南北长50m，东西宽20m，顶层上方为交警交通信号发射塔。1～2层层高4.2m，3～7层层高3.6m，主体楼西北角为一长27m、宽22m、高9m的报告厅。全楼共有72根立柱，其中直径450mm圆柱8根，400×300mm34根，500×300mm22根，300×300mm8根。主、次梁57根，断面分别为450×250mm和250×120mm，楼板为厚度80mm和60mm的现浇钢筋砼，外墙和间隔墙均为24砖墙。总拆除面积4000m2。具体技术要求：满足标书要求。三、组织管理机构及拆除人员一览表（附机构框图）根据冬季的特点，对该项目组织施工的过程中，精心设计与施工。1.施工组织机构施工组织机构示意图项目经理部爆破队施工处机械队运输队安全与环保处安全警戒组环保督察组环保督察组保障处机械保障组生活保障组施工器材保障组技术处设计组质检组技术中心32.各部门主要成员和任务项目经理部项目经理：费鸿禄教授博士生导师项目副经理：杨鹏主任项目副经理付天光工程师总工：张立国总工高工项目经理全面负责施工中的安全、进度、质量和与甲方重大问题的协调工作，一名副经理主管施工和机械设备的保障，另一名副经理主管施工中的安全工作；总工全面负责工程中的技术工作。施工处主任：徐瑞起助理副主任：范龙泉高级工程师施工处主要负责施工，下设三个队，①爆破队主要负责钻孔、装药、防护、警戒和爆破作业；②两个机械队，负责二次破碎，以便清运；③运输队，负责清运运至指定地点。技术处主任：张立国总工高工副主任：段宝福副总工副教授博士王建明工程师负责现场指导各队的技术工作，确保按技术设计方案施工，检查监督施