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625地块屋面工程施工方案

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'1008-625地块屋面工程施工方案目录一、编制依据21.1施工图21.2技术标准21.3主要图集2二、工程概况3三、施工安排43.1施工准备43.2施工顺序53.3施工方法53.4质量标准153.5成品保护19四、环保、文明施工注意事项194.1安全防护注意事项194.2消防保卫注意事项2022 1008-625地块屋面工程施工方案一、编制依据1.1施工图625地块建筑施工图、结构、给排水施工图1.2技术标准类别名称编号国标屋面工程质量验收规范GB50207-2012屋面工程技术规范GB50345-2012弹性体改性沥青防水卷材GB18242-2008建筑节能工程施工质量验收规范GB50411-2007建筑工程施工质量验收统一标准GB50300-2001行标玻璃幕墙工程技术规范JGJ102-2003建筑施工安全检查标准JGJ59-2011地标公共建筑节能施工质量验收规程DB11/510-2007建筑安装分项工程施工工艺规程DBJ01-26-2003建筑工程施工技术规范DB11/T695-20091.3主要图集类别名称编号华北屋面详图08BJ5-1A级不燃材料外墙外保温12BJ2-11建筑构造专项图集(泡沫混凝土保温屋面及楼面)08BJZ1622 1008-625地块屋面工程施工方案一、工程概况项目1#楼2#楼3#楼地库建筑面积(m2)26290292925909761910总建筑面积(m2)178790建筑高度(m)39.1584137.5521.5建筑层数(层)920325建筑层高(m)2F4.14.15.4/首层65.48/标准层4.14.14.1/-1F3.853.53.65/-2F5-3F5.4-4F3.8-5F3.8功能办公人防、车库、公共用房屋面保温层最薄处120厚泡沫混凝土找2%坡找平层20厚DS砂浆找平防水层不上人屋面3+3厚SBS改性沥青防水卷材上人屋面3+4厚SBS改性沥青防水卷材面层不上人屋面40厚C20细石混凝土内配6@200双向钢筋网片上人屋面防滑地砖核心筒出屋面外墙60厚玻璃纤维板保温、涂料饰面女儿墙内侧及设备基础墩立面30厚玻璃纤维板保温、涂料饰面22 1008-625地块屋面工程施工方案一、施工安排3.1施工准备3.1.1技术准备屋面工程施工前,项目有关技术、施工管理人员均要熟悉图纸,掌握施工图中的细部构造及技术要求并做好施工技术交底工作。屋面工程施工中,按施工工序、层次进行检验,合格后方可进行下道工序、层次的作业。对1号楼下沉庭院及2号楼地下广场铺砖排砖事先做好排板图,并根据不同部位在施工前进行详细深化设计节点详图。3.1.2机具准备外用电梯、砂浆搅拌机、灭火器、铁铲、喷壶、扫帚、铁抹子、小推车、拍板、刮杠、灰桶。3.1.3人员准备采用有相应资质的专业屋面施工队伍进行施工,人数根据施工总进度计划的屋面工期实际确定。3.1.4材料准备防滑地砖、SBS改性沥青防水卷材、DS砂浆、0.4厚聚氯乙烯薄膜、泡沫混凝土。不上人屋面面层采用40厚C20细石混凝土(内配6@200双向钢筋网片)。进场材料必须有产品质量认证书、出厂合格证、材质证明书、性能检测报告。进场后要按规定取样复试,同一品种、牌号和规格的卷材抽验数量为大于1000卷抽5卷,每500-1000卷抽4卷,100-499卷抽3卷,100卷以下抽2卷,进行规格尺寸和外观质量检验。在外观质量检验合格的卷材中,任取一卷作物理性能检验。3.1.5作业条件准备22 1008-625地块屋面工程施工方案各种穿过屋面的预埋管件、穿洞已修补好;屋面的女儿墙、地漏、出屋面管道、设备基础等均按设计图纸要求施工完毕。3.1.6进度计划项目1#2#3#开始时间2013.3.152013.8.12013.11.1结束时间2013.4.302013.10.302014.5.153.2施工顺序3.2.11、2、3号楼不上人屋面施工工艺流程:基层表面清理、修补平整→泡沫混凝土找坡→DS砂浆找平层→防水基层处理剂涂刷→节点附加层处理→铺贴3+3厚SBS改性沥青防水卷材→收头处理、节点密封→清理、检查、修整→淋水或蓄水试验24小时→C20细石混凝土面层施工。3.2.21号楼下沉庭院及2号楼地下广场上人屋面施工工艺流程:基层表面清理、修补平整→泡沫混凝土找坡→DS砂浆找平层→防水基层处理剂涂刷→节点附加层处理→铺贴3+4厚SBS改性沥青防水卷材→收头处理、节点密封→清理、检查、修整→淋水或蓄水试验24小时→0.4厚聚氯乙烯薄膜隔离层→C20细石混凝土保护层施工→面层广场砖施工。3.3施工方法3.3.1不上人屋面施工3.3.1.1基层清理将已完成钢筋混凝土结构层表面上的杂物、灰尘清理干净。应对结构表面进行检查验收,不得有尖锐的突起及明显的凹陷,如有凸起的混凝土及钢筋头,需剔凿打磨平整,低凹处采用1:2.5水泥砂浆找平,保证基层平整、干净、干燥22 1008-625地块屋面工程施工方案3.3.1.2泡沫混凝土找坡层根据设计规定最低处的厚度120mm,按2%坡度要求拉线找出最高和最低的标高,本工程女儿墙为700高,可以在女儿墙弹+30cm线找水平,抹出50mm×50mm见方的水泥砂浆坡度墩,用来控制找坡层的表面标高,然后拉线抹找平墩。在搅拌机内加入水、水泥、外加剂等,搅拌2~3分钟形成稠状浓液,随后由泵机送入发泡机,发泡后直接泵送至工作面均匀的将泡沫混凝土倾倒在基砰上。采用分段流水作业摊铺泡沫混凝土,虚铺厚度为实际厚度的1.1~1.2倍,然后用长3米的铝合金刮杠刮平即可。在泡沫混凝土接近终凝时,及时用切割机具切割分格缝,分格缝间距不大于6m,分格缝的宽度按20mm留置。浇筑泡沫混凝土应保证每层压实后的坡度满足设计要求。以找平墩为标志,控制好虚铺厚度,并随时用2m靠尺检查坡度,高出部分铲掉,凹处填平。直到滚压平整出浆为止。对于墙根、边角、管根周围不易滚压处,应用木拍板拍打密实。要随拌合随铺,随压实。找坡层施工完24小时后要进行洒水养护,上面覆盖塑料布,养护时间不得少于3天,严禁上人乱踩、弄脏。泡沫混凝土施工完毕后,排气孔平面布置见后附图、节点做法如下:排气孔节点详图22 1008-625地块屋面工程施工方案一号楼屋面排气孔平面布置图22 1008-625地块屋面工程施工方案3.3.1.3DS砂浆找平层泡沫混凝土保温找坡层施工完成3-7天后,应立即进行DS砂浆找平层施工。1)工艺流程:基层清理→管根堵洞、固定→弹线找坡度→撒水润湿→打底、找破→铺找平层→压实、养护→验收2)操作要点:1.基层清理:将保温层上面的松散杂物清扫干净,凸出基层表面的硬块要剔平扫净。2.在保温找坡层上作业时,先将板底垫实找平,不易填塞的立缝、边角破损处,宜用同类保温板块的碎末填实填平。3.洒水湿润:在抹找平层之前,应对基层洒水湿润,但不能用水浇透,宜适当掌握,以达到找平层与找坡层能牢固结合为度。4.对不易与找平材料结合的基层应做界面处理。5.冲筋贴灰饼:根据坡度要求拉线找坡贴灰饼,顺排水方向冲筋,冲筋的间距为1.5m;在排水沟、雨水口处找出泛水,冲筋后进行找平层抹灰。6.找平层要留分格缝,分格缝的宽度应为20mm;DS砂浆找平层不大于6m,分格缝内应嵌填沥青砂。7.找平层的排水坡度应符合设计要求。坡度不小于为2%,沟底水落差不得超过200mm。雨水口处500mm范围内坡度5%。8.与突出屋面结构(女儿墙、出气孔等)的交接处和基层的转角处,找平层做成圆弧形,SBS改性沥青防水卷材圆弧半径应达到50mm。内部排水的水落口周围,找平层应做成略低的凹坑。9.天沟、拐角、根部等处应在大面积抹灰前先做,有坡度要求的部位,必须满足排水要求。10.铁抹子22 1008-625地块屋面工程施工方案压第二遍、第三遍:当水泥砂浆开始凝结,人踩上去有脚印但不下陷时,用铁抹子压第二遍,要注意防止泄露,并将死坑、死角、砂眼抹平,当抹子压不出抹纹时,即可找平、压实,完成第三遍抹压,这道工序,宜在砂浆终凝前进行。砂浆的稠度应控制在70mm左右。11.养护:找平层抹平、压实后,常温时在24h后浇水养护,养护时间一般不小于7d,干燥后方可进行防水层施工。3.3.1.43+3mm厚SBS改性沥青防水卷材防水层。基层清理:首先应将基层表面清理干净,且确保基层干燥。基层不得有起沙、起皮、酥松现象。在防水施工前,预先涂刷基层处理剂。附加层施工:对阴、阳角、转角处、屋面设备基础的阴阳角、出屋面管道以及直落水口的阴阳角边缘均应铺贴附加层,本工程附加层采用与防水施工相同的防水卷材,附加层宽度不小于500mm,每边不小于250mm。方法是在防水卷材大面积施工前,先按细部形状将卷材剪好,在细部贴一下,视尺寸、形状合适后,再将卷材的底面粘贴在已涂刷一道密封材料的基层上,并压实铺牢。铺贴卷材:在已处理好并干燥的基层表面,按照所选卷材的宽度留出搭接缝尺寸,将铺贴卷材的基准线位置线弹好,以便按此基准线进行卷材铺贴施工和确保卷材的铺贴的方向与坡度走向不会顺向。起始端卷材粘牢后,持火焰喷枪的人应站在滚铺前方,对着待铺的整卷卷材,火焰对准卷材与基层面的夹角。往复移动烘烤,至卷材底面胶层呈黑色光泽,推滚卷材进行粘铺,并及时进行排气压实。卷材的搭接施工:搭接缝及收头的卷材必须100%烘烤,粘铺时必须有熔融沥青胶从边端挤出,用刮刀随即将挤出的热熔胶刮封接口,使接缝粘结严密。同一层相邻两幅卷材短边搭接缝错开不应小于500mm;上下层卷材场边搭接缝应错开不小于幅宽的1/3。细部防水做法:出屋面门槛,卷材防水要卷至门槛内,阴角位置做50°圆弧。如下图所示:22 1008-625地块屋面工程施工方案防水与机房外墙,卷材从屋面上卷至250mm高,阴角位置做50°圆弧。如下图所示:防水卷材从屋面上卷至女儿墙及混凝土基础墩顶,包至钢柱,根部用密封膏封严,并做圆弧压边。女儿墙及混凝土基础墩顶面做20mm厚1:3水泥砂浆防水保护层内配钢板网。22 1008-625地块屋面工程施工方案雨水口的防水:水落口杯与竖管承插口的连接处应先用密封材料嵌填密实,并在周围500mm内先做附加层,防水层需做至排水口内3.3.1.5C20细石混凝土面层为防止保护层混凝土开裂,40mm厚C20细石混凝土内绑扎6@200双向钢筋网片,网片竖向支撑用预制的50mm*50mm*20mm砂浆垫块纵横向间距1m梅花形布置。分格缝横纵间距不大于6m,缝宽20mm,缝内填沥青砂,在机房墙、女儿墙、设备基础边通长设置分隔缝,设置宽度为20mm。分格缝用沥青砂填充。用水泥砂浆固定分隔条,采用20厚挤塑板做分格模板,分格缝模板安装位置要准确,并拉通线找直,固定,确保横平竖直,起条时不得损坏分格缝处的混凝土。按照建工集团精品指南标准,女儿墙处抹灰做圆弧压边。女儿墙抹灰分隔间距1m,分隔缝采用塑料米厘条。绑扎φ6钢筋网片,根据屋面分格尺寸下料,保证钢丝网片在分格缝内断开。钢筋网片必须置于细石混凝土中部偏上位置,但保护层厚度应大于10mm。在清理干净的防水层表面上进行混凝土浇注,按由远到近、由高到低的程序进行,由一端向另一端推进浇筑,并在每块屋面内一次连续铺成,严格掌握坡度,在混凝土初凝后及时取出分格缝木条,终凝前用铁抹子压光保护层,完工后表面尽量减少踩踏。养护初期禁止上人,养护方法采用浇水、铺设塑料薄膜,必须保证细石混凝土处于充分的湿润状态。22 1008-625地块屋面工程施工方案分隔缝修直后,分隔缝内填嵌沥青砂,沥青砂要填实,高度略低于保护层,使用专用工具碾压顺直。分隔缝两侧注意保护(贴美纹纸),沥青砂不得污染混凝土保护层。3.3.2上人屋面施工(1)钢筋混凝土屋面板(2)本工程屋面找坡采用泡沫混凝土按2%找坡,最薄处120mm。做法同不上人屋面。(3)屋面找平层为20mm厚DS砂浆。做法同不上人屋面。(4)屋面防水层为3+4mm厚SBS改性沥青防水卷材。做法同不上人屋面。(5)待防水层施工验收合格后,满铺0.4mm厚聚氯乙烯薄膜隔离层。隔离层拼缝处应粘结,表面要平整、无起皱现象,搭接宽度不小于50mm。(6)40mm厚C20细石混凝土随打随抹平,3m×3m分缝,缝宽10mm,缝填聚苯板。(7)铺设6mm厚防滑地砖,5mm厚DTA砂浆铺卧。铺设广场砖前,按排水坡度要求挂线找坡,以满足排水要求。在铺卧DTA砂浆前对细石混凝土保护层清扫干净后用喷壶洒水湿润,铺设防滑地砖。3.3.3核心筒出屋面外墙保温6cm玻璃纤维板使用部位为1、2、3号楼核心筒出屋面外墙保温。3cm玻璃纤维板使用部位为屋面女儿墙内侧及设备基础墩立面。3.3.3.1技术准备施工人员、技术人员应认真熟悉图纸、相关规范及保温墙体施工工艺。3.3.3.2材料准备22 1008-625地块屋面工程施工方案该系统所采用的玻璃纤维保温板、界面砂浆、耐碱玻纤网布、锚固件等材料均应符合相应的企业和国家标准的规定。进场材料应提供出厂检验报告和合格证。3.3.3.3材料性能燃烧性能:A级;传热系数:0.56(60厚)、0.51(30厚)3.3.3.4墙体准备1、去除墙面的油污、灰尘、疏松物等影响附着的物质。2、基层墙面必须坚实平整,墙面空鼓、开裂处剔除、打磨,并用1:3水泥砂浆补平。3、根据墙体材质,依据相关规范,进行检测合格并通过验收。4、墙体预埋件(爬梯、水落管等)依图纸要求安装完毕。5、外粘玻璃纤维保温板前,外门窗洞口应通过验收,洞口尺寸、位置应符合设计要求并验收合格,门窗框或辅框应安装完毕,并需做防水处理。伸出墙面的爬梯、水落管等的预埋件、连接件应安装完毕,并预留出外保温层的厚度。3.3.3.5玻璃纤维保温板施工1、工艺流程基层处理→配置胶粘剂→DEA聚合物砂浆粘贴玻璃纤维板→锚固件→抹面抗裂砂浆2、弹控制线根据建筑立面设计和外墙外保温技术要求,在墙面弹出外门窗水平、垂直控制线等。3、挂基准线在建筑外墙阳角处挂垂直基准钢线,在核心筒出屋面外墙高度中间位置挂水平线,以控制外保温板的垂直度和平整度。4、配制聚合物砂浆胶粘剂22 1008-625地块屋面工程施工方案根据生产厂使用说明书提供的配合比配制,专人负责,严格计量,机械搅拌,确保搅拌均匀。5、粘贴玻璃纤维保温板玻璃纤维保温板局部不规则处可现场裁切。板的拼缝不得留在门窗的四角处。玻璃纤维保温板与基层墙体粘贴采用点框法粘贴,粘贴时用铁抹子在每块玻璃纤维保温板上均匀批刮一层厚不小于3mm的粘结砂浆,及时粘贴并挤压到基层上,粘贴面积应大于50%,板与板之间要挤严,不留缝隙。玻璃纤维保温板应沿基线安装,用力将背面涂有粘结砂浆的玻璃纤维保温板压于基层墙体上,使每个部位都有均匀的粘着机会,确保粘牢,避免出现粘结不良或剥落现象。玻璃纤维保温板由下往上逐层粘贴铺装。铺装时应注意垂直度偏差不应大于3mm、板面平整度不应大于3mm,横向水平,竖向错缝。6、锚固件固定玻璃纤维保温板粘贴应辅以机械固定,按照每平米要求用4.2个锚栓计算,每块标准板(600mm×1200mm)用三个锚固件固定。在玻璃纤维保温板表面向内打孔,进墙深度不小于30mm,拧入锚固钉,钉头不超出板面。7、配抹面砂浆按配制要求,做到计量准确,机械搅拌,确保搅拌均匀。一次配制量应少于可操作时间内的用量,拌好的料注意防晒避风。8、抹面层抹面砂浆在底层抹面砂浆凝结前抹面层抹面砂浆,厚度1~2mm,以覆盖网格布、微见网格布轮廓为宜。抹面砂浆切忌不停揉搓,以免形成空鼓。抹面砂浆的总厚度宜控制在3~5㎜。22 1008-625地块屋面工程施工方案砂浆抹灰施工间歇应在自然断开处,如伸缩缝、挑台等部位,以方便后续施工的搭接。在连续墙面上如需停顿,面层抹面砂浆不应完全覆盖已铺好的网格布,需与网格布、底层抹面砂浆形成台阶形坡茬,留茬间距不小于150mm。3.4质量标准3.4.1找坡层和找平层3.4.1.1主控项目:(1)DS砂浆、泡沫混凝土质量及配合比必须符合设计要求。(2)排水坡度必须符合设计要求。(3)泡沫混凝土厚度其正负偏差应为5%,且不得大于5mm。检验方法:产品的出厂合格证、质量检验报告、坡度尺、钢针插入和尺量检查。3.4.1.2一般项目:(1)泡沫混凝土应分层施工。一次浇筑厚度不宜超过200mm。(2)不得有贯通性裂缝、疏松、起砂、起皮等现象。(3)找平层与突出屋面构造交接处和转角处,应做成圆弧形,且要求整齐平顺。(4)找平层表面平整度不超过5mm,找坡层表面平整度不超过7mm。(5)找平层分格缝的宽度和间距。检验方法:观察、2m靠尺、尺量检查。3.4.2防水层3.4.2.1主控项目:(1)卷材防水层所用卷材及其配套材料,必须符合设计要求(2)屋面不得有渗漏和积水现象。(3)卷材防水层在天沟、檐沟、泛水、变形缝和水落口等处细部做法封固严密,不得翘边开缝。检验方法:检查出厂合格证、质量检验报告和现场抽样复验报告;22 1008-625地块屋面工程施工方案雨后观察或淋水、蓄水试验;观察检查和检查隐蔽工程验收记录。3.4.2.2一般项目:(1)卷材防水层的搭接缝,应粘(焊)结牢固、密封严密,并不得有皱折、翘边和鼓泡。(2)防水层的收头,应与基层粘结并固定牢固、缝口封严,不得翘边。(3)卷材防水层的铺设方向应正确,搭接宽度的允许偏差为-10mm。(4)排汽屋面的排气道、排气孔应纵横贯通,不得堵塞;排汽管应安装牢固,位置正确,封闭严密。检验方法:观察和尺量检查。3.4.3隔离层3.4.3.1主控项目:(1)0.4mm厚聚氯乙烯薄膜应具备出厂合格证,厚度达到设计要求。(2)薄膜不得有破损和漏铺现象。检验方法:检查出厂合格证、观察检查。3.4.3.2一般项目:(1)薄膜应铺设平整,搭接宽度不应小于50mm,不得有皱折。检验方法:观察和尺量检查。3.4.4保护层3.4.4.1主控项目:(1)C20细石混凝土的质量、配合比、强度等级应符合设计要求。(2)排水坡度应按2%找坡。检验方法:检查混凝土配合比单、质量检验报告、混凝土抗压强度试验报告、坡度尺检查。3.4.4.2一般项目:22 1008-625地块屋面工程施工方案(1)细石混凝土不得有裂纹、脱皮、起砂等现象。(2)表面平整度允许最大偏差值5mm,厚度偏差不得大于5mm。检验方法:2m靠尺、尺量检查。3.4.5地砖面层3.4.5.1主控项目:(1)防滑地砖应符合设计要求和标准。(2)防滑地砖应有放射性限量合格的检测报告。(3)地砖与DTA砂浆结合层应牢固、无空鼓。检验方法:产品的出厂合格证、检验报告、用小锤轻击检查。3.4.5.2一般项目:(1)砖面层的表面洁净,色泽一致,接缝平整,深浅一致,周边顺直。板块无裂纹、掉角和缺楞。(2)板块间和板块与周边的缝隙必须均匀,边角整齐、光滑。(3)地砖坡度满足设计要求,不积水。(4)地砖的允许偏差值符合要求,表面平整度允许偏差2mm、缝格平直3mm、接缝高低差0.5mm、板间隙宽度2mm。检验方法:观察、钢尺、坡度尺、2m靠尺、塞尺检查。3.4.6外墙保温玻璃纤维板3.4.6.1主控项目(1)外墙外保温系统性能及所用材料,应符合本规程及国家和本市有关标准的要求。材料进场后,应做质量检查和验收,其品种、规格、性能必须符合设计要求。检验方法:检查系统型式检验报告和材料的产品合格证,现场抽样复验,复验应为见证取样送检。(2)玻璃纤维保温板与墙面粘结牢固无松动,粘结面积率不小于50%。22 1008-625地块屋面工程施工方案检验方法:观察。(3)玻璃纤维保温板的厚度必须符合设计要求,其负偏差不得大于2mm。检验方法:用尺量检查。(4)抹面砂浆与玻璃纤维保温板必须粘结牢固,无脱层、空鼓,面层无爆灰和裂缝等缺陷。检验方法:观察。3.4.6.2一般项目(1)玻璃纤维保温板安装允许偏差符合下列规定。玻璃纤维保温板安装允许偏差和检验方法项次项目允许偏差(mm)检查方法1表面平整3用2m靠尺楔形塞尺检查2立面垂直3用2m垂直检查尺检查3阴、阳角垂直3用2m托线板检查4阳角方正3用方尺检查玻纤网应铺压严实,不得有空鼓、褶皱、翘曲、外露等现象。检验方法:观察;手板检查。(2)外保温墙面抹面砂浆层的允许偏差和检验方法。外保温墙面层的允许偏差和检验方法项次项目允许偏差(mm)检查方法1表面平整3用2m靠尺楔形塞尺检查2立面垂直3用2m垂直检查尺检查3阴、阳角方正3用直角检查尺检查22 1008-625地块屋面工程施工方案3.5成品保护防水层施工前,应将找坡层表面清理干净;蓄水或淋水试验合格后,及时进行防水保护层的施工。防水层施工完成后,要及时浇注细石砼,以保护防水层并保证防水效果。找坡层、保护层施工完毕,未达到一定强度时不得上人踩踏。水落口施工过程中,要对水落口采取临时堵塞措施,防止杂物进入而堵塞。施工完后将临时堵塞清除,保证畅通。严禁在已铺贴好的防水层上进行施工作业和运输。穿过屋面、墙面防水层处的管位、支架等,施工中与完工后不得变位。屋面施工时,不得污染墙面、钢结构及其他已施工完的成品。一、环保、文明施工注意事项4.1安全防护注意事项4.1.1防水材料属易燃品,必须贮存在专用仓库或专用场地,应设专人进行看管。在存放的仓库以及施工现场内都要严禁烟火。采用喷枪加热卷材时,操作面附近必须配备灭火器,防止意外着火时及时灭火。4.1.2屋面施工时,不允许穿带钉子鞋或易滑鞋人员进入。4.1.3屋面上的孔洞要加盖木板,由于屋面及机房层女儿墙低于900mm,要用钢管搭设1200mm高临时护栏,并罩有安全网。4.1.4高空临边作业人员不得过分集中,不要向后退施工,以防坠落,必要时要系安全带。操作人员不得随意向四周抛杂物下地,以免伤人。4.1.5认真贯彻执行市建委“北京市建筑施工企业安全生产责任制”的各项要求,坚持“管生产必须管安全”的原则。4.1.622 1008-625地块屋面工程施工方案建立健全现场安全专职机构和配备足够的安全管理人员,施工中时刻有专职人员监督、检查、指导及时排除安全隐患。4.1.7对进场外包队认真进行资质审查,组织好入场教育并登记造册,专业工种坚持“持证上岗”的制度。4.1.8为实现安全文明施工,各专业工种按公司统一要求保证现场安全防护设施及安全防护用品的投入。4.1.9进入现场必须戴好安全帽,现场管理人员,施工操作人员,监理及业主现场人员所戴安全帽之颜色应有所区别。4.1.10施工机械进场必须经过有关部门的安全检查,合格后方能使用,操作人员必须建立机组责任制,非机电人员不得动用机械设备,所有操作环境要有足够的照明。4.1.11现场的施工用电线路,用电设施的安装和使用必需符合安装规范,安全操作规程及“现场施工暂电施工方案”的有关要求,严禁任意拉线接电。4.1.12如遇恶劣天气(超过五级大风或雨天)要停止高空作业。4.2消防保卫注意事项4.2.1建立健全各种消防组织,配备专职消防人员明确职责,配备必要的消防器材,贯彻执行各项现场消防制度。4.2.2现场所有干线均为消防车通道,未经批准不得随意占用,必须保持道路24小时畅通无阻。4.2.3现场消防泵房及消防栓必须设有明显标志,设消防栓,消防栓周围3m范围内不得堆放任何材料。4.2.4每月由项目经理部至少组织一次现场消防保卫联合检查,以及必要的有行政部门人员参加的夜间抽查,并做好检查记录和防火工作档案。4.2.5本工程施工中严格执行国家、部和市建委文明施工的有关规定,保持良好的现场环境和施工秩序,达到北京市文明工地的标准,各分包在我公司的统一管理下,遵守施工现场的各项管理制度。22 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