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人工挖孔桩安全专项施工方案

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'丰都县名山组团A3-5、A3-5-4地块(北城壹号)工程人工挖孔桩安全专项方案编制单位:重庆市希翼建设工程有限公司编制人:审核人:日期:二0一二年五月十五日39 目录一、编制依据…………………………………………………………3二、编制说明…………………………………………………………3三、工程概况…………………………………………………………3四、工程气象及水文地质条件………………………………………5五、排水体系…………………………………………………………6六、安全生产施工组织机构管理体系及人员配置…………………6七、人工挖孔桩施工的安全难点及主要危险源……………………8八、施工顺序及施工准备......…………………………………11九、人工挖孔桩开挖………………………………………………12十、人工挖孔桩施工安全要求………………………………………17十一、人工挖孔桩专项安全防控措施………………………………19十二、季节性施工措施………………………………………………22十三、现场消防措施…………………………………………………22十四、安全生产及文明施工保护措施………………………………23十五、人工挖孔桩事故发生现场急救措施…………………………26十六、安全事故应急救援预案………………………………………2939 丰都县名山组团A3-5、A3-5-4地块(北城壹号)工程人工挖孔桩安全专项施工方案一、编制依据1、四川省地质工程勘察院提供的地勘报告。2、重庆博鼎建筑设计有限公司设计工程施工图纸。3、建筑地基与基础工程施工质量验收规范《GB50202-2002》4、建筑工程强制性规范条文《房屋建筑部分》5、建筑地基处理技术规范(JGJ79-2002)6、建筑施工安全检查标准《JGJ59-2011》7、国家、行业有关法律、法规二、编制说明本人工挖孔桩专项安全施工组织设计作为指导人工挖孔桩施工的依据,编制时对安全防范措施、项目管理机构设置、劳动力组织、施工进度计划控制、机械设备及材料配备、主要分部分项工程施工方法、安全保证措施、文明施工及环境保护措施等诸多因素尽可能充分考虑,突出科学性及可行性。三、工程概况(一)工程概况1、工程名称:丰都县名山组团A3-5、A3-5-4地块(北城壹号)工程39 2、工程地点:丰都县名山镇政府旁边3、建设单位:重庆科盈房地产开发有限公司4、监理单位:重庆佳兴监理有限公司5、设计单位:重庆博鼎建筑设计有限公司6、施工单位:重庆市希翼建设工程有限公司7、地勘单位:四川省地质勘测院8、建筑总面积:约50000m²9、工期:24个月10、结构类型及楼层:框架剪力墙结构(高层18F、多层6F)11、抗震设防烈度为六度设防,屋面防水等级为二级,耐火等级为一级,抗渗等级:P8,结构合理使用年限50年。(二)工程特点丰都县名山组团A3-5、A3-5-4地块(北城壹号)工程,位于丰都县名山镇政府旁边,本工程为框架剪力墙结构,2、3、6号楼为18层,1、4、5号楼为6层(1层为商业门面,二层以上(包括二层)均为住房),1、2号商业楼为2层,地下-1楼为车库。基础采用柱下独立基础,墙下条形基础,墙柱下人工挖孔桩基础。基础持力层为中等风化泥岩,中风化泥岩天然抗压强度标准值为10.59MPa,地基承载力特征值为2430KPa。39 根据地质勘测院提供的资料,本工程2、3号楼人工挖孔桩基础,设计深度为5米-22米,桩基共114根,桩径为800mm-1200mm,桩径有800、900、1000、1200mm四种,分别为ZH1(桩径900,共32根)、ZH2(桩径1000,共6根)、ZH3(桩径为800,共16根)、ZH4(桩径为800,共36根)、ZH5(桩径为1000,共2根)、ZH6(桩径为800,共6根)、ZH7(桩径为800,共4根)、ZH8(桩径为800,共2跟)、ZH9(桩径为800,共2根)、ZH10(桩径为1200,共2根)、ZH11(桩径为800,共6根),其中ZH1、ZH2为椭圆桩,勘岩深度≥1000mm。护壁采用钢筋混凝土护壁,厚150mm,护壁砼等级为C30,桩芯砼等级为C30。(三)平面布置图(附件1)四、工程气象及水文地质条件本工程地属于亚热带温暖湿润季节气候区,具冬暖、早春,雨量充沛,夜雨多,空气湿度大,云雾多,日照偏少等特点。多年年平均气温17.10°C,月最低平均气温7.20-7.90°C(1月),日极端最高气温43°C(2006年8月15日),日极端最低气温-3.1°39 C(1975年12月15日)。多年平均降水量1150mm,年最大降水量1544.80mm,年最小降水量740.10mm,多年平均最大日降水量113mm,降水多集中于每年的5-9月,约占全年降水总量的70%。风少且风速小,多年平均风速1.3m/s左右,主导风向为东北风。本工程无地表水体,水文地质简单,土层分布为上层为素土填土层;主要为泥砂,泥岩碎块石及粉质粘土组成,中层为粉质粘土,持力层为中风化泥岩。五、排水体系1、管道基槽及基坑周边地质排水坡向,必须背离基槽、(坑)地面排水坡度,不得小于1.5﹪。2、距管道基槽及基坑边缘2M处设临时排水沟,沟宽300MM,将雨、污、废水管道分别排入相应市政管网内。3、排水设备必须有足量备用。六、安全生产施工组织机构管理体系及人员配置一、安全生产目标达到五无目标,即“无死亡事故,无重大伤人事故,无重大机械事故,无火灾,无中毒事故”。二、安全生产管理体系39 公司安全工作领导小组领导全面的安全工作,主要职责是领导公司开展安全教育,贯彻宣传各类法规,通知和上级部门的文件精神,制订各类管理条例,每周对各项目工程进行安全工作检查、评比,处理有关较大的安全问题。项目部成立安全管理小组,并设专职安全员,主要职责是负责进行对工人的安全技术交底,贯彻上级精神,每天检查工程施工安全工作,每周召开工程安全会议一次。制订具体的安全规程和违章处理措施,并向公司安全领导小组汇报1次。各作业班组设立兼职安全员,主要是带领各班组认真操作,对每个工人耐心指导,发现问题即时处理并及时向工地安全管理小组汇报工作。三、安全检查制度在施工过程中,除正常的安全检查外,公司每月检查一次,工程处每半月检查一次,项目部每周检查一次,发现问题落实到人,限期整改,消除隐患,确保施工安全。四、安全教育制度39 按照公司的安全教育制度,加强宣传教育,制订科学合理的施工方案,现场组织切合实际的作业程序,正确严格地执行和运用施工及安全规范。对进场的工人进行摸底测试,统一进行安全教育,增强质量、安全意识。各专业班组认真钻研设计图纸进行技术交底,认真学习和深刻体会施工技术规范和施工安全规范。经过培训交底达到合格的职工才允许上岗操作,为安全工作顺利圆满开展打下坚实的基础。在施工过程中,建立每周一次的安全教育,由项目经理或专职安全员主持。同时在每道施工工序进行前,由专职安全员做书面的安全技术交底,各班组长带领施工人员认真贯彻落实。施工组织机构图七、人工挖孔桩施工的安全难点及主要危险源(一)、人工挖孔桩施工的安全难点    人工挖孔是用人工自上而下逐层用镐、锹进行,遇坚硬土层由锤、钎破碎,弃土装入吊桶内,垂直运输。在孔口安装支架,用0.35t慢速卷扬机提升,吊出地面后,再用其他运输工具运出。    1.作业空间窄小39     孔底挖孔作业人员始终处在吊物下面作业,孔底空间有限,极易受到物体打击;挖孔作业人员上下桩孔容易失稳发生坠落。    2.作业环境复杂    本栋号人工挖孔灌筑桩直径在800mm-1200mm,深度在10m-22m。可遇到无地下水或地下水较少的粘土、强风化泥岩、中风化泥岩。挖孔过程中有时会突然出现涌水和涌泥。随着孔深的增加还会出现缺氧或严重缺氧,有时还会遇到致命的有毒有害气体。    3.施工机具简单,但种类繁多,易造成伤害    施工提升机具包括:0.35t卷扬机配,活底吊桶。挖孔工具包括:短柄铁锹、镐、锤、钎、风镐。为满足安全用电要求,还应配有36V低压变压器。桩孔深度超过8m,或孔内空气含氧量不足时要配鼓风机、输风管,有地下水还应配潜水泵及胶皮软管等。(二)、人工挖孔桩施工的主要危险源人工挖孔桩施工安全的难点,决定了人工挖孔桩施工中存在的危险源。1.高处坠落    地面作业人员或过往人员不慎坠入桩孔中;孔内作业人员在上下孔过程中失稳坠落孔底。    2.物体打击39     地面物体掉入桩孔中,孔中升降中的工器具掉下,活底吊桶或箩筐装载的弃土掉下,或绳索断裂、吊桶脱钩下击中孔底作业人员。    3.坍塌    孔壁没有护壁设施,或未按土质情况采取防流沙、涌泥措施,孔壁坍塌,掩埋孔底作业人员。   4.机械伤害人工挖孔桩施工中机械伤害,主要是施工机具的使用中,施工人员不按该机具的操作要求使用,或非操作人员操作等,而发生机械伤人事故。5.触电    人工挖孔配备的施工机具中有部分电动机具和照明设施,因漏电造成作业人员触电。    6.窒息或中毒    39 标准空气中氧气量的体积比为20.95%。体积比低于18%时为缺氧,此时人有疲劳感,注意力减退,动作极易失误。空气中氧气体积比低于12%时,为严重缺氧,此时人有头痛、恶心、眼花、呕吐,甚至丧失意识、言行不能自主的症状。空气中氧气的体积比低于6%时,为致命缺氧,此时人心跳微弱,血压大幅度下降,抢救不及时,就会因停止呼吸和心跳而死亡。据其他地区实际测定,井桩深度在20米时,空气中氧气含量低于18%,还常常伴有某些有毒有害气体或惰性气体含量增加。人体因缺氧而窒息,吸入有毒有害气体会引起中毒缺氧,造成窒息,甚至瞬间死亡。八、施工准备1.施工测量由测量组根据施工设计图计算出桩位坐标,交测量班进行复核无误后,用全站仪放出桩位,利用钢尺检查各桩位距离进行复核,桩位误差≤10mm,并报请并报测量监理工程师检查验收。施工队根据所放桩位先埋设十字护桩,待井圈砼浇筑完成后用红油漆引至井圈顶面。2.平整场地开挖前,将桩基周围的浮土及一切不安全因素必须清除。平整场地要因地制宜,不宜大量开挖土石方,且不影响邻近其它施工。3.防护圈的砌筑、护壁的浇筑及排水设施先开挖至原地面以下1m左右,用砼浇筑井口防护圈,井口防护圈高出原地面20cm左右为宜。采用钢筋混凝土壁支护,砼厚度控制在150mm。孔壁支护长度每米一段。将准备支护一段的孔底四周挖成楔形沟槽,立模灌筑混凝土后24小时即可拆模,继续下挖。39 施工时每孔配置一台水泵,水管200米,保证桩孔内集水的排出,将水泵用提升设备放置井底,水管接处延伸至附近的路基排水边沟内。并在57根桩外围2m外设一道300~500深300宽临时排水沟结至市政排水管沟。4.安装提升设备和通风设备根据施工需要,采用电动卷扬机绞车作为提升设备。安装提升设备时,首先要考虑施工的安全,在考虑进料出碴方便灵活,拆装容易,必须注意到吊斗容量与起重能力的适应,起重安全系数大于1.4。挂钩及吊斗活门既要牢固而又有安全措施。人员上下另设绳梯与安全绳。电动卷扬机绞车高出井口60~80cm为宜,而且其安置要平稳、牢固。地下特殊地层中往往含有CO、SO2、H2S或其它有毒气体,故每次下孔前,对孔内空气进行通风换气,所以必须配备空压机和足够到井底的通风管。孔底作业人员的需要,随时向孔内通风换气,平常每天开工前向桩孔内由下而上吹风时间不易小于10分钟,如遇特殊情况时,根据实际延长通风时间。5.弃土的处理人工挖孔桩弃土地点在孔口2m以外堆起,在弃土堆起到1m高度左右时,用人工上车配合运土车将弃土运至弃土场集中堆放。九、人工挖孔桩开挖1、施工工艺流程39 放线定桩位→浇筑砼井圈→开挖第一节桩孔土方→检查复核开挖的桩土石方半径并修正→扎钢筋、支模浇筑第一节砼护壁→在护壁上二次投测标高及桩位十字线,并将定位轴线标于护壁下口→安装钢管提升架及电动葫芦,设置上下井软爬梯、进行有毒有害气体检测(包括仪器检测和物理检测),设置通风设备、照明设施等→第二节开挖桩孔土石方→清理桩孔四壁、校核桩孔垂直度和直径→拆上节模板、支第二节模板,浇筑第二节砼护壁→重复第二节挖土、支模、浇筑砼护壁工序,循环作业直至基岩层。2、桩基开挖(1)首先放好控制桩,根据控制桩对每个桩进行定位、放线,然后浇筑20cm高钢筋混凝土井圈,防止雨水进入孔桩内,也便于桩的垂直度、轴线的控制。(2)挖土由人工从上到下逐层用锤、镐、锹进行,遇坚硬砂岩或页岩用水磨钻往下钻,当挖至持力层前2m时,开始扩孔,每一转为0.5m深,每转每边只能扩50mm,从符合设计要求的孔底算起,往上倒推,该从哪转开始扩孔就从哪转开始扩孔。(3)土石方孔内运输:在孔浅的采用人力提运,铁桶载土,孔深时采用电动葫芦提运方式进行,电动葫芦设置在钢管支架上。载土时不得多装、冒装,防止掉落伤人。(4)护壁施工39 结合本工程的特点和施工现场的实际开挖情况,本工程混凝土护壁采用150mm厚C30钢筋混凝土。(5)桩孔的中心位置、直径、垂直度、应分段检查,发现偏差,随时纠正,保证位置正确。其检查方法采用自制十字架和线锤对中,把十字架放在第一级砖护壁上口的控制标记上,控制桩孔圆心和桩身的偏差。(6)桩基的尺寸、埋置深度必须满足设计要求,符合现行施工规范规定。(7)当开挖到一定深度时,如果有淤泥、粘土、细粉砂,和地下水,容易发生塌方及流泥、流砂现象,若发生流泥、流砂及地下水涌泉较大时,护壁节高相应缩小,一般采用半模或三分之一模方式工艺施工,并先打挡土条或钢筋网、填砂包、稻草等相应措施,必要时可采用钢板套筒作为护壁外模39 ,以防止塌崩加剧,且护壁塌落的土方应在护壁浇筑混凝土同时用混凝土填满,护壁钢筋相应加密,以上情况视流水量及塌崩情况而定,缩小的护壁节宜在50cm以内,细粉砂层也可采用打水平花管进行压力注浆法进行止水止流泥施工。(8)多孔同时开挖施工时,应注意:1、采取间隔挖孔方法,相邻的桩不能同时挖孔、成孔。必须采用跳跃式挖孔,以保证土壁稳定。2、挖孔的垂直度和直径尺寸应每挖一节检查一次,发现偏差及时纠正,以免误差积累不可收拾。3、桩底扩孔应间隔削土,留一部分土作支撑,待浇灌混凝土前再挖,此时宜加钢支护,浇灌混凝土时再拆除。4、挖孔桩孔口,应设水平移动式活动安全盖板。当土吊桶提升到离地面高1.8m左右(超过人高)推动活动盖板,关闭孔口,手推车推至盖板上,卸土后再开盖板,下吊桶吊土,以防土块、操作人员和工具掉入孔内伤人。5、桩孔挖土,必须挖一节土,做一节护壁。6、挖孔、扩孔完成后,一律在当天验收并浇灌护壁混凝土,特别是孔壁是砂土、松散填土、饱和软土等更不得过夜再浇灌护壁混凝土,以免塌孔。护壁混凝土拆模,要经过现场技术人员批准。7、现场施工人员必须带安全帽,井下有人操作时,井上配合人员必须坚守岗位,不能擅自离职守,要紧密配合。39 8、挖孔作业人员下班休息时,必须盖好孔口。9、上班前以及施工过程中,应随时注意检查辘轳、支脚、吊绳、挂钩(保险钩)、提桶等设备,发现问题应立即修理或更换。10、井下操作人员连续工作时间不宜超过2小时,应轮换工作。11、正在开挖的井孔,每天上班前应对井壁、混凝土护壁以及井中的空气等进行检查,发现异常情况,应采取安全措施后方可施工。12、夜间禁止挖孔作业。13、照明、通风措施:⑴、井孔内一律采用12伏低压100W防水带罩灯照明,井上用24伏低压照明。现场用电均安装漏电装置。⑵、挖井至5m以下时,需用可燃气体测定仪,检查孔内作业面是否有沼气。若发现有,要处理后能作业。⑶、下井前,对井内空气进行抽样检测,发现有毒气体含量超过允许值,必须进行除毒后再下井作业。⑷、上班前,先用鼓风机向深井通风,然后下井作业。十、人工挖孔桩施工安全要求39 1、项目部与班组及操作人员都要进行全面、具体和有针对性的安全技术交底,内容包括工作场所和安全防护措施、安全操作规程、安全注意事项等,开展经常性地安全自查,严禁使用手动提升设备。2、施工现场挂设安全标志,特别是主要施工部位,作业点和危险区域及主要通道口均挂设相关的安全标志。施工机械设备随机挂设安全操作规程牌。3、施工现场按要求配备特种作业人员操作工,建立特种作业人员操作工花名册。特种作业人员于有关部门培训考试合格后持证上岗,操作证按规定年限复审,不得超期使用。4、开始掘进前,做好防止落石及塌方的施工准备工作,先将井口周围2m以内碎石、杂物清除干净;在土质比较破碎的地表掘进,井口必须支护,支护圈应高出地表0.2m。进入桩基坑中作业必须戴好安全帽。5、防护壁坍塌措施:每节桩孔挖完后立即支护护壁模板,浇注护壁砼,一般情况下24h后方可拆除护壁模板,护壁加配适量钢筋,上下护壁要有钢筋拉结,避免某断护壁出现流砂、淤泥而造成护壁因自重而沉裂的现象,上下护壁间搭接长度不小于100mm。39 6、对施工现场所有设备、设施、安全装置、工具和劳保用品等需要经常进行检查,确保完好和安全使用。对运土吊筐经常检查其质量、吊绳是否扎牢,以防掉土、掉石砸伤井下施工人员。对提升架卷扬机质量、滑轮、吊绳等定期检查,防止断落、脱落等可能事故。7、当桩孔孔深超过10m时,地面配备向孔内送风装置,风量不少于25L/S。孔底凿岩时必须加大送风量。8、桩孔设置C30砼护壁,护壁厚度不小于150mm;电梯井周围自编号17#、18#、26#、27#、28#、35#、36#、37#、40#、41#桩间净距小于5米的,必须采取间隔开挖,并派专人经常检查桩孔砼护壁施工质量和变形情况。9、井口护圈要高出地面0.2m,并防止井口杂物掉入桩孔内砸伤人员。桩孔内必须放置安全爬梯,随挖孔深度增加放长至工作面,以作安全使用。严禁酒后操作,不准在孔内吸烟和使用明火作业。10、已灌注完混凝土和正在挖孔未完成的桩口,设置井盖和围栏围蔽。11、凡在孔内抽水之后,必须先将抽水的专用电源切断,作业人员方可下桩孔作业,严禁带电源操作。挖孔人员上下孔井,必须使用安全爬梯;井下需要工具,必须用专用绳索递送,绳索随时检查,有断丝立即更换。禁止向井内抛掷。井下作业人员持续作业以2h为宜。应勤换井下作业人员,轮换下井作业。井孔上、下有可靠的通话联络,如对讲机等。孔口配合孔内作业人员要密切注视孔内的情况,不得擅离岗位。39 12、施工场内的一切电源、电线路的安装和拆除,必须由持证电工专管,电器必须严格接地、接零和使用漏电保护器。各桩孔用电必须分闸,严禁一闸多孔和一闸多用。严格执行《施工现场临时用电安全技术规范》JGJ46-2005。13、桩孔验收合格后,立即进行桩身钢筋笼吊装就位,钢筋笼入孔吊装时要防止碰撞破坏孔壁。14、一根桩的混凝土,必须当天连续浇筑完。当孔壁有砂土层时,应将混凝土浇注超过砂土层再振捣。孔内振捣混凝土用绳系牢振捣器,放到孔内振捣,禁止人下到孔内振捣。15、正在浇筑混凝土的桩孔周围10m半径内,其他桩内不能有人作业。16、成孔后混凝土灌注前,应用钢筋焊接网片上用竹胶板将井口掩盖,并设有警示牌。十一、人工挖孔桩专项安全防控措施首先对作业人员进行认真全面的安全技术交底,告知他们岗位危险和规避危险的方法,并告知他们防护措施和监控措施不到位时有权拒绝作业。   1、为防止作业人员上下孔时坠落,应配置适用和可靠的升降设备,同时作业人员上下孔要用专用软梯,严禁用其他方式上下孔。39 2、为防止物体打击,孔内作业人员一定要载好安全帽,孔口设置高出地面20cm的井圈,弃土和工具等放置在井圈外,挖出的土方应及时运离孔口,不得堆放在孔口四周2m范围内,砼围圈上不得放置工具和站人。孔内作业人员必须头戴安全帽、身系安全带。施工前对卷扬机和钢丝绳进行检查,确定其安全起吊能力后方可投入运行。施工中应随时检查垂直运输设备的完好情况和孔壁情况。3、为防止作业人员孔中防毒和窒息,地下特殊地层中往往含有CO、SO2、H2S或其它有毒气体,故每次下孔前,必须对孔内空气随时进行仪器监测,同时配备空压机和足够到井底的通风管。根据监测的结果和孔底作业人员的需要,随时向孔内通风换气,复工前还应向桩孔内由下而上吹风10分钟;人工挖孔作业一旦发生人员中毒、窒息等事故,必须在现场按应急措施规范要求实施抢救,根据情况及时送医院进一步抢救治疗,并报当地建设行政主管部门和劳动、卫生部门,以便采取相应措施。孔内作业人员应勤轮换,连续作业时间不宜超过2小时,以防止疲劳引发安全事故。4、为防止机械伤害事故,施工现场的机具设备的拆除和安装必须有专业人员操作,各施工小组的卷扬机操作人员要熟悉卷扬机的操作要求,卷扬机的防护装置必须安装牢固,并且性能可靠。为防止运行中的机械设备或零部件超过极限位置,应配置可靠的限位装置。机械设备应设置可靠的制动装置,以保证接近危险时有效的制动。机械设备的气、液传动机构,应设有控制超压、防止泄露装置。5、39 为防止作业人员触电,施工现场的一切电源、电路的安装和拆除必须由持证电工操作,用电系统必须符合《施工现场临时用电安全技术规范》。用电设备必须严格接地或接零保护且安装漏电保护器,各桩孔用电以及水泵用电必须分闸,严禁一闸多用。孔上电缆必须架空2.0m以上,严禁拖地相埋压土中,孔内电缆、电线必须采用护套等有防磨损、防潮、防断等保护措施。孔内照明应采用安全矿灯或36v以下的安全灯。孔中操作工应手戴工作手套,脚穿绝缘胶鞋。6、为防止孔壁坍塌,在施工技术中,开挖桩孔时设置砼护壁,砼护壁每节高1m,厚约150mm,,砼强度等级为C30。一般每天挖1m深立即支模浇筑快硬砼,第二天继续施工。施工中应随时检查孔壁情况。7、39 为防止孔壁涌水,当相距10米以内的邻桩桩孔积水很深时,要考虑对正在挖孔桩的危险影响,一般应暂停施工,人不准下孔。随时加强对土壁涌水情况的观察,发现异常情况应及时采取处理措施。采用潜水泵抽水时,基本上抽干孔中积水后,作业人员才能下至孔中进行挖土。地下水丰富时,可将中间部位桩孔提前开挖,汇集附近的地下水,用1~2台潜水泵将水抽出,起到深井降水作用。孔内必须设置应急软爬梯,供人员上下孔洞使用的电动葫芦、吊笼等应安全可靠并配有防坠落装置,不得使用麻绳和尼龙绳吊挂或脚踏井壁凸级上下。上、下孔洞必须有可靠的联络设备和明确的联络信号。施工中应随时检查垂直运输设备的完好情况和孔壁情况。十二、季节性施工措施一、雨季施工应有专人负责发布天气预报,通报全体施工人员。二、做好现场排水系统,将地面雨水及时排出场外,确保主要运输道路的畅通,必要时路面加铺防滑材料。三、混凝土浇捣期间随时注意气象台预报,尽量避开雨天施工混凝土。四、如遇雨,注意雨后砂石含水量的变化,并及时调整混凝土配合比,现场备足雨布,以防雨大浇筑过程中混凝土被冲刷。五、现场机电设备要做好防雨。防雷、防漏电措施。十三、现场消防措施一、建立消防组织,设立防火小组和消防小分队,进行防火检查,及时消除火灾隐患。二、编制防火技术措施。三、按要求配置灭火器材并合理布置。四、按施工平面布置做好临时消防龙头和消防水池、防火砂池。并时刻保证消防通道的畅通。五、现场禁止使用明火,动火作业必须履行专职安全员审批制度。39 六、工作区和生活区的照明、动力电路皆由专业电工按规定架设,任何人不得乱拉电线。七、材料保管:对储存物品进行火灾危险性的分类并分开存放,各种气瓶等危险品应单独设库存放。八、木工作业棚防火:采用阻燃材料搭设,电气设备应密封或采用防爆型,防止电线短路。用电设备过载运行,严禁在作业场所吸烟生火;配备足够的灭火器材。九、电、气焊作业:焊割作业区与气瓶距离,与易燃易爆物品距离,乙炔发生器与氧气瓶距离都应大于安全规定距离,焊割设备上的安全附件要保证完整有效,作业前应有书面防火交底,作业时备有灭火器材,作业后清理燃物,切断电源、气源。十四、安全生产及文明施工保护措施(一)安全生产措施1、坚持贯彻“安全第一,序防为主”的方针,把安全生产工作提高在日常工作的首位,定期研究的解决安全生产中存在的问题。2、施工现场主要作业点,危险区和主要通道口设置安全生产标识和警示牌,机械设备安全操作规程技术参数牌。39 3、实行安全技术交底制度,工程开工前,随同施工组织设计,向参加施工的人员认真进行安全技术措施的交底,每个单项工程开始前,重复交待单项工程的安全技术措施。实行逐级安全技术交底制。开工前由技术负责人向全体施工员进行交底,班组长每天向工人进行施工要求,作业环境的安全交底。4、实行安全生产检查制度(1)各生产斑组建立斑前安全活动制度,检查斑组当天的工作范围,存在安全陷患及时整改,如有本斑组排除不了隐患的,应立即通知专职安全员指挥处理,严禁违章冒险作业。(2)工地专职安全员,必须每天在工地巡视检查安全质量,如发现问题要及时向斑组提出整改意见和方案。(3)坚持定期和不定期结合本月的安全检查制度,建立登记、整改制度。在查出的隐患不没有排除前必须有可靠的防范措施,如有危及人身安全的情况,应立即下令停止作业,待整改完成后经验收合格后才能恢复施工作业。5、实行特殊作业人员持证上岗制度,电工、电焊工须持证上岗,其它施工机械操作人员也要依照有关规定持证上岗,严禁无证人员操作。6、夜间施工作业,现场要有足够的照明灯具。7、施工现场一切机械设备、必需经常检查、维修、保养、安全检查后方能使用。8、做好施工现场的安全保卫工作。9、安全用电39 (1)根据国家颁发的《施工现场临时用电安全技术规范》(JGJ46-2005)及本工程现场的实际情况,编制临时用电计划。(2)施工临时用电线路整齐有序,架空高度2米以上。(3)总电源处装总的漏电保护器,各级用电设配电箱专项漏电保护器。坚持一机一闸一漏电、电器设配以金属外壳,有保护器接地和接零装置。(4)机电设备安排专人管理,经常进行安全检查和维护,机电设备按有关规程选用和搭接,严禁起负荷使用机电设备。10、土方开挖时严禁非挖土人员进入挖土区。11、严禁洒后作业。(二)、文明施工管理措施1、采用全封闭施工,场地四面设围墙,避免施工区的外界相互干扰。2、严格遵守有关环卫市容管理的有关规定,加强现场用水和排污的管理,保证排水畅通无积水,场地整洁无垃圾,搞好莱坞现场清洁卫生。3、车辆出入现场时必须保持市政道路清洁,严禁运土的泥土洒落过往路线。4、为避免施工现场的混乱现象,现场划分区域,分别包干落实到人,定期检查。39 5、施工现场管理部门实行挂牌工作,四周环境保持清洁卫生。6、施工现场的临时用电线路、用电设施按照安装规定和安全操作规程进行安装和使用,并按照施工用电计划进行架设,严禁任意乱拉乱接。7、遵纪守法、严禁打架、赌博等违法行为。十五、人工挖孔桩事故发生现场急救措施1、触电事故现场急救措施。A、有人触电时,抢救者首先要立刻断开近处电源(拉闸、拔插头),如触电距开关太远,用电工绝缘钳或干燥木柄铁锹、斧子等切断电线断开电源,或用绝缘物如木板、木棍等不导电材料拉开触电者或者挑开电线,使之脱离电源,切忌直接用手或金属材料及潮湿物件直接去拿电线和触电人,以防止解救的人再次触电。B、触电人脱离电源后,如果触电人神志清醒,但有些心慌、四肢麻木、全身无力;或者触电人在触电过程中曾一度昏迷,但已清醒过来,应使触电人安静休息,不要走动,严密观察,必要时送医院诊治。C、触电人已失去知觉,但心脏还在跳动,还有呼吸,应使触电人在空气清新的地方舒适、安静地平躺,解开妨碍呼吸的衣扣、腰带,若天气寒冷要注意保持体温,并迅速请医生(或打120)到现场诊治。39 D、如果触电人已失去知觉、呼吸停止,但心脏还在跳动,尽快把他仰面放平进行人工呼吸,并迅速请医生(或打120)到现场诊治。E、如果触电人呼吸和心脏跳动完全停止,应立即进行人工呼吸和心脏胸外按压急救,并迅速请医生(或打120)到现场诊治。2、机械伤害事故现场急救措施:A、发生机械伤害事故后,现场人员不要害怕和慌乱,要保持冷静,迅速对受伤人员进行检查。急救检查应先看神志、呼吸,接着摸脉搏、听心跳,再查瞳孔,有条件者测血压。检查局部有无创伤、出血、骨折、畸形等变化,根据伤者的情况,有针对性地采取人工呼吸、心脏挤压、止血、包扎、固定等临时应急措施。B、让人迅速拨打急救电话,向医疗救护单位求援。C、拔打急救电话注意事项①在电话中应讲清伤员的确切地点,如联系方法、行驶路线等。②简要说明伤员的受伤情况、症状等,并询问清楚在救护车到来之前,应该做些什么。③派人到路口准备迎候救护人员。D、遵循“先救命、后救肢”的原则,优先处理颅脑伤、胸伤、肝、脾破裂等危及生命的内脏伤,然后处理肢体出血、骨折等伤。39 E、检查伤者呼吸道是否被舌头、分泌物或其他异物堵塞。F、如果呼吸已经停止,立即实施人工呼吸。G、如果脉搏不存在,心脏停止跳动,立即进行心肺复苏。H、如果伤者出血,进行必要的止血及包扎。I、大多数伤员可以毫无顾忌地抬送医院,但对于颈部背部严重受损者要慎重,以防止其进一步受伤。J、让患者平卧并保持安静,如有呕吐,同时无颈部骨折时,应将其头部侧向一边以防止噎塞。K、动作轻缓地检查患者,必要时剪开其衣服,避免突然挪动增加患者痛苦。L、救护人员既要安慰患者,自己也应尽量保持镇静,以消除患者的恐惧。M、不要给昏迷或半昏迷者喝水,以防液体进人呼吸道而导致窒息,也不要用拍击或摇动的方式试图唤醒昏迷者。3、高空坠落或物体打击事故现场急救措施发生人员高空坠落(坠井)或是物体打击事故时,现场抢救人员要及时,采取安全措施下到井底,根据受伤人员的伤势情况、受伤部位、性质,采取相应的急救措施:39 A、伤口不深的外出血症状,先用双氧水将创口的污物进行清冼,再用酒精消毒(无双氧水、酒精等消毒液时可用瓶装水冲洗伤口污物),伤口清洗干净后用敷料包扎止血。出血较严重者用多层敷料加压包扎止血。  B、一般的小动脉出血,用多层敷料加压包扎即可止血。较大的动脉创伤出血,还应在出血位置的上方动脉搏动处用手指压迫或用止血胶管在伤口近心端进行绑扎,加强止血效果。(上肢:肱动脉,腋下动脉;下肢:足背动脉,股动脉;颌面部:颌下动脉,耳前动脉,头颈部:锁骨下动脉,颈动脉。)  C、大的动脉及深创伤大出血,在现场做好应急止血加压包扎后,立即送医院处理,以免贻误救治时机。  D、对出血较严重的伤员,在止血的同时,还应密切注视伤员的神志、皮肤温度、脉搏、呼吸等体征情况,以判断伤员是否进入休克状态。E、对在高处坠落,或腰、腹部遭受重物打击,无明显大量外出血但迅速进入休克状态的伤员(症见:神情淡漠、面色苍白,皮肤冰冷、脉搏细弱且快、血压下降),应高度怀疑为内脏破裂出血,要立即送院检查观察。十六、安全事故应急救援预案为了加强人工挖孔桩安全生产工作,提高公司在施工生产过程中突发事件的应变能力,尽快控制事态,最大限度地减少事故造成的损失和危害程度,尽早恢复正常施工,保障国家和人民生命财产安全,维护社会稳定,根据有关法律法规的规定,本公司特制订安全事故应急救援预案。39 一、危险源分析1、地下水导致土方坍塌,地下水导致电器设备漏电。2、吊运土石方及井口物体坠落,垂直运输机故障。3、浇筑混凝土时,人在井下操作平台。4、有毒有害气体导致中毒。5、疲劳过度、突发疾病。6、边坡不稳定导致土石方下滑。7、机械操作不当,导致人身伤害事故。二、建立隐患排查机制每班由井下作业人员向项目部安全员汇报井下土层情况,并由带班班长及专职安全员抽查,如抽查结果与上报情况不符合,册加大抽查频率,对谎报班组进行处罚,发现问题及时作出方案调整。三、编制原则:1、预案是针对危险源可能造成人员伤亡、财产损失和环境受到严重破坏而又具有突发性的事故、灾害,如触电、机械伤害、滑坡、坍塌、火灾及自然灾害等。2、预案以努力保护人身安全为第一目的,同事兼顾财产安全和环境保护,尽量减少事故、灾害造成的损失。3、预案是发生紧急情况时的处理程序和措施。4、预案应符合国家法律法规的规定。四、应急指挥及救援组织机构39 1、公司安全部预案处置办人员组成:由公司法定代表人为组长、主管安全生产的副总经理为副组长,安全部等人员为成员的安全应急指挥部。2、项目部安全领导小组机构组成:由项目经理、技术负责人、专职安全员、作业队长等相关人员组成,项目经理任组长,并明确各应急专业组长。该小组组长由项目经理郎小丰担任,副组长由施工员孙继平、安全员何仁华担任。(1)事故现场抢救小组人员组成:由项目部安全员何仁华担任组长,作业队负责人、专业工长等相关人员组成。(2)事故现场救护小组人员组成:由项目部现场负责人向宏斌担任,作业班组负责人等相关人员组成。(3)事故现场保护小组人员组成:由项目部施工员何仁华担任,现场保安人员等组成。(4)事故现场通讯小组人员组成:由项目经理郎小丰担任,现场其他应急小组负责人组成。五、应急指挥及救援组织职责1、公司项目部预案处置办职责(1)负责事故救援的整体全面指挥;(2)负责所需救援物资的落实,依托公司网络系统,保证项目部及上级主管部门的联系,并负责向上级主管部门的汇报工作;39 (3)负责成立事故调查处理小组,对事故调查处理工作进行监督,负责与相邻可依托力量的联络救助;2、项目安全领导小组职责(1)负责指挥处理紧急情况,保证突发事件按应急救援预案顺利实施;(2)负责事故现场的抢险、保护、救护及通讯工作;(3)负责所需材料、人员的落实;(4)负责与上级安全生产管理机构的联系及情况汇报;(5)负责与相邻可依托力量的联络求救;(6)负责工程项目生产的恢复工作;3、项目部应急专业组职责(1)事故现场抢救组职责:负责事故现场的紧急抢救工作,包括受困人员、现场贵重物资及设备的抢救、危险品德转移;(2)事故现场救护组职责:负责事故现场的紧急救护工作,及时组织护送病员到医疗中心救治;(3)事故现场保护组职责:负责事故现场的保护、人员的清点及疏散工作;(4)事故现场通讯组职责:负责收集相关单位部门的通信方式,保证各级通讯联系畅通,做好联络工作;六、工作要求1、相关人员必须服从统一指挥,整体配合、协同作战、有条不絮、忙而不乱。39 2、必须确保应急救援器材及设备数量充足、状态良好、保证遇到突发事件时各项救援工作正常运转;3、各应急小组成员必须落实到人,各司其职,熟练掌握防护技能;4、项目部安全领导小组必备的资料与设施:(1)数量足够的内线和外线电话或其他通讯设备;(2)危险品数据库:危险品德名称、数量、存放地点及物理化学特性,状态、使用方法、存放地点、负责人、及调动方式;(3)救援物资数据库:应急救援物资和设备名称、数量、型号大小、状态、使用方法、存放地点、负责人、及调动方式;(4)现场人员个人防护用品使用情况,如安全帽、安全网、安全带等用品;(5)结合本工程特点制定安全事故应急救援实施方案;(6)个专业小组人员联络方式、现场员工名单表、各宿舍人员登记表;(7)上级安全生产管理机构、应急服务机构的联系方式;七、紧急情况的处理程序和措施39 1、事故发生后,事故现场应急专业组人员立即开展工作,及时发出报警信号,互相帮助,积极组织自救;紧急启动安全预案程序,在事故现场及存放危险物质的重大危险源内外,采取紧急救援措施,特别是突发事件发生初期能采取的各种紧急措施,如紧急断电、组织撤离、救护伤员、现场保护等,及时向项目部安全领导小组报告,必要时向相邻可依托力量求救,事故现场内外人员应积极参加救援。2、事故现场由项目部安全领导小组组长任现场指挥,全面负责事故的控制、处理工作。项目部安全领导小组组长接到报警后,应立即赶赴事故现场,不能及时赶赴事故现场的,必须委派一名项目安全领导小组成员或事故现场管理人员,及时启动应急系统,控制事态发展。3、各应急专业组人员,要接受项目部领导小组的统一指挥,立即按照各自的岗位职责开展工作。(1)事故现场抢救组,应根据事故特点,采用相应的应急救援物资、设备开展事故现场的紧急抢救工作,抢险过程中首先要注重人员的救援,事故现场内外易燃易爆等危险品的封存及转移等,其次是贵重物资设备的抢救,随时与项目部安全领导小组、保护组、救护组、通讯组保持联络。(2)事故现场抢救组,应开展事故现场的紧急救护工作,及时组织救治及护送伤员在医疗急救中心医治;随时与项目部安全领导小组、保护组、救护组、通讯组保持联络。39 (3)事故现场保护组,应开展保护事故现场,人员的疏散及清点工作,现场保护组人员应指挥无关人员撤离到安全区,指定专人记录所有达到安全区的人员,并根据现场工人名单,并与到达安全区人员进行核对,判断是否有被困人员,随时与项目部安全领导小组、保护组、救护组、通讯组保持联络。(4)事故现场通讯组,应保证现场内与其相关单位及应急救援机构的通讯畅通,随时与项目部安全领导小组、保护组、救护组、通讯组保持联络。4、项目部安全领导小组接到报告后,应立即向上级安全领导小组报告,对发生的工伤、损失在10000元以上的重大机械设备事故,必须及时向公司安全部办公室报告,报告内容包括发生事故的单位、时间、地点、伤者人数、姓名、性别、年龄、受伤程度、事故简要过程和发生事故的原因,不得以任何借口隐瞒不报、谎报、拖报,随时接受上级安全领导机构的指令。5、项目安全领导小组,应根据事故程度确定,工程施工的停运、对危险源现场实施交通管制,并堤防相应事故造成的伤害,根据事故现场的报告,立即判断是否需要应急服务机构帮助,确需应急服务机构的帮助时,应立即与应急服务机构和相邻可依托力量求救,同时在应急服务机构到来前,做好救援准备工作;如道路舒畅、现场无关人员的撤离、提供必需的照明等。应急服务机构到来后,积极做好配合工作。39 6、事后,项目部安全领导小组,要及时组织恢复事故影响区域的正常次序,根据有关规定及上级指令,确定是否恢复生产,同时要积极配合上级安全领导小组及政府安全监督部门进行事故调查及处理工作。应急救援机构电话号码:匪警:110火警:119医疗急救:120项目部预案处置办公室电话:13110180000八、应急预案处置体系为保证应急救援和快速处置工作顺利实施,建立应急预案处置体系。1、建筑安全事故发生后,项目部应立即组织进行抢救、伤员救治、保护现场、防止事故扩大等工作。同时,根据事故性质按规定程序立即上报公司预案处置办公室。2、项目部根据事故性质按规定程序立即上报行政主管部门,同时应立即赶赴现场指导事故处置工作,立即组织调动相关人员、机械设备投入抢险。3、对于二级以上重大建筑安全事故或行政主管部门不能独立处置的重大建筑安全事故,公司接到报告后,应立即积极配合现场指挥部,协助有关专家、人员、调动机械设备开展应急救援和快速处置工作。4、在应急处置过程中,公司各部室及相关人员要积极参与和听出项目部预案处置办公室的指挥,密切配合、协调作战,保证抢救救援和快速处置工作有条不絮地进行。保障能独立、快速、有效的处置好建筑安全事故,确保国家和人民生命财产安全,维护社会稳定。39 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