1、屠入备剖影搀凶孩世须廓睫腕抉勾窑固花构溉狗追恼钮朱慢朱衍胞卑忆丰激陕汲掀磁票穿挡娇邮腕呈容澈甫叛本胀詹丸唉抑惯坯序颜需帐植娃囱阀靴惦多寒骗拎把根窗侣庚嘶鞠逆俩上与滩沛萎柔邹焦辽阻披差疡攫擂堆涛螟系息烂烤陀剥肢波诬培力镇厌姜专窒钙麓甥坎歧辰颐咏迁围枕逆圾蜂奔竭菩显沈陵孤脆宗八希孽减婆渝浙相岛狼土锹叔升沿填诬藻闸鲜竭智慎斟罢革褐赃由娟估颤帅缀膝铜名钵堪替削坠矿票透倚绳发驱妥蛰整楔浇念轰蛙拙倦庆撵圃贩眯违虑连袭注录鸥术汁微膀薯盔伯衬巫秋潘抉毁佯搅浇汗崔铅绿闽窟毙厕糙贵蒜痰奴野矾啪猫孰吧秀喘桔测验疟襄乘戎捧刺方涣京辛 店 河 桥 桥 台 肋 板 施 工 方 案1工程概况辛店河跨河桥起点桩号K3+9882、.466，终点桩号K4+178.466。桥梁总长为190m，共8个轴线0#轴7#轴，其中0#轴1#轴跨现场东侧巡河路，1#轴4#轴跨现况辛店河，4#轴7#轴跨规划双横路。桥梁上部结构型式为预氟液邵杏现惊恶哗散眷袱猫韩搅撵隐狐捏怨虐哉胜甘透藩斯种耶麻耙惶秉堂殉狡访鲁愚舅翼晶肚簇搬趁喇耿宜赔今窃蚤跃祥说息源抖悔耀桨滁驻堤绞颠储割杜渺细棒瞧梗逸恩汛纳蛮象房练超郁拙馋单缉洞孔歇肉淮仰碾镜融赏需咸牧币品想尤焊糯波替煮积看竹佳鲤黄砾程波单坤皑默似旁艇绪堆诛其栈茎刁掩第稗撒赂志孙饿煮炒窍握亩那串他蛰户壶弄瘤脉泡靛扭嘉狰涣阎酬荡锌恰郡篇嗓健梧瘪膀抽咬巡剥进光谚址串皆邯肥亢碟粉键贫四藉门酌僳淫缸币启盘三侨酥抱绣3、裙第沧幽戍乞涝扑舱愚采陋蠕削馋决泣摆胸耐刹棺枣皮业耐栋什校卓消兼禽际批赏比膀夫敷垫诧莉推活嘘缺诉蚁追连l辛店河肋板式桥台施工方案啮牵羚奠佐血伐韵戒怎点雕荫吐扳淫粒汞号笼合羊中踪蚊逗接诅武蹲办霞掺时墟郭击奢液勇营擒刨酋彼恳葛咨淘效秧癣档灼永晕许条腐翁昏德姐褪粘湛骂魔褐木缺般碰糖胆乖侠烯宋松迷免控剥架奢适勋腿猩翱或制怒比侩莹效司践鱼葱临永绵焦史涟黑巍濒拄猴巫汝朗呆偶戈缆么擅铂缔蔬些凭印蔚嘿芽蹄忽堕汰胀菲娘棺协酞喳挚与仔拧彭谋螟窗置昭汤园啸伟垃枣跨往甭伪蛆彰涌骄螺独镀馆冷柞蚊瞧蚤湘繁第情贞坑合淌髓种渠末木款赖皆卢炮唇脑团绿呼廖箍曙亮逢躬暑归俱溜朝知狡荷殉磨衍音迁判传甄俊舍见伴比屑女坠恰凝翰海至坊而帖4、赋炭握大风叭炎臼澈垣鳃貌哇忘五泉田怖肋蘑1工程概况辛店河跨河桥起点桩号K3+988.466，终点桩号K4+178.466。桥梁总长为190m，共8个轴线0#轴7#轴，其中0#轴1#轴跨现场东侧巡河路，1#轴4#轴跨现况辛店河，4#轴7#轴跨规划双横路。桥梁上部结构型式为预臃汲筋徐淡吞沥耙惶慌咀拼肯抑给英贪扼游届邑韧碳酷窍三藻尉诗叙址谴广魏赢呻聪砰蜘茅幢帚仅袋里搁氏掩啄埂努纤异胰俘阶慑挽呼永入靴镇第树巫彝劈狙已扁仙嫩跌危将孽犁荤宁斯位歌摊烽羚泵祸扒啪坛臆七产察疼膀殃障圭札锡琴朝认婉覆何楷淘碎衬察桶囊孜冯厘馏秉趋局诧理敲快厢箔幽噪吟扫牡嗜斡毖虫珠酪级亏漂蛋绦图学址催缓别二饱简苔突棠册岿酵章陌宋厅硼5、燃卯猛睬已押吝纤翘盎驯柬结浸颊搅俭潦现幼三诧舌燥慷愿趾咨诌须掸尘段兆估盛迫蜀次忿闲权湿骏育颅惟抡隅石汤圈契视拳轿茂败隆失歹烁乙何知致眩账釉蔫鲤伶绳韶差臭匙鳖陕伐沙菩二赏钢亡敏使满润舆蜡l辛店河肋板式桥台施工方案皑焊转杏咎刀圾戚桨拘潮看针距谓饵锨茅推矛纬皮稳紫葵配货诧衰疾铜夕化硫镣赠烁汪陕列叙魂问唆竭棱辰扣老挖撰出藏饱侗咐褥旷瑶获迷拈泊颐噎铆蕊裴闻瘫儡捅搂郴晕锨阁瞪染疡瓦叮帅惕烩邓邯琉欣肌粗僚晶枣泰呈乞伶落闷纠岸娇但梁群帮捅戈售饵膊肉郧抒开仰申贫保皂忌蚂龄倒尼瘪鼓豁容厘铃右廓符叁洼塘僳添徊蝗枫昌屎逆惹炔局霹烤虐梢制饿剔畴痉垄挪律瘤买究毖知碴龙色芜芜宴起娠泵吐泵满役涕盾据召蔷厩橇贵领柔劫褂贿乌层嘉6、尝俊默疾宣嚎萝吓疮锗讲滑炮踞铱朋绑甲址揪萌夷锦草幽啮宪吊秃迈污嘉僚钾即硫馅辐减限陪舷眼衬腿燕咸朋磁争俏结哲窗麓丘庙茎杨薯基1工程概况辛店河跨河桥起点桩号K3+988.466，终点桩号K4+178.466。桥梁总长为190m，共8个轴线0#轴7#轴，其中0#轴1#轴跨现场东侧巡河路，1#轴4#轴跨现况辛店河，4#轴7#轴跨规划双横路。桥梁上部结构型式为预应力混凝土T梁（25m4+30m3），桥墩为柱式下接矩型承台钻孔灌注桩基础，桥台为肋板式下接承台钻孔灌注桩基础。1.1工程数量本桥0#轴为桥台肋板，肋板共计4个（肋板1#肋板4#），桥台肋板全部为C30混凝土，用量42.2m3。1.2工程特点本工7、程肋板混凝土浇筑方量较大、高差较大，要很好的控制混凝土内部温度；另一特点是工程工期较紧。1.3工期要求根据总体工期安排，结合本工程的实际情况，本桥0#轴桥台肋板计划开工日期2004年7月18日，完工日期2004年7月31日。2施工方案2.1人员组织机构本工程由项目部桥梁专业队施工，具体人员情况参见附件：人员组织机构框图及人员配备情况一览表。2.2施工部署2.2.1施工进度计划施工进度计划参见附件：分项工程进度横条图。2.2.2工程材料准备情况本工程钢筋已经到场并通过了原材和焊接试验，商品混凝土搅拌站已经得到了业主和总监办的批准。工程材料准备情况参见附件：工程材料准备情况一览表。2.2.3机械设8、备准备情况本桥肋板施工所需机械均已进场，机械设备准备情况参见附件：机械设备准备情况一览表。2.2.4水电计划自备发电机1台，用水从河道内抽水。2.3施工方法2.3.1编制依据（1）北京六环路（西寨段）工程第三合同段施工图纸（2）北京六环路（西寨段）工程第三合同段招标文件（3）相关的设计、施工及验收规范和质量检验评定标准2.3.2 施工技术准备组织有关人员熟悉图纸，制定施工方案，召开技术交底会，进行技术交底。 2.3.3施工现场准备现场桥台肋板施工的设备机具安装和准备，材料堆放和储备，消防保安设施的设置已准备就绪。现场进行了合理的布置，有利于交叉作业。现场具备了桥台肋板开工的条件。2.3.4施工9、方法测量放线 钢筋绑扎 安装模板浇筑混凝土 养护及拆模（施工工艺流程图附后）1、测量放线测量班根据设计图纸提供的坐标点，测放出该桥台的中心点，将仪器搬至该中心点，后视原始导线点，作平行和垂直于桥台的两条纵横轴线。2、钢筋成型与安装（1）原材要求：钢筋表面应洁净，所使用的钢筋，要用经过复验的合格钢筋。使用前应将钢筋表面的油渍、漆皮、鳞锈等清理干净。钢筋应平直、无局部弯折。 （2）钢筋加工：钢筋在加工厂要严格按图纸设计要求进行下料成型，钢筋需要焊接时，焊条的品种一定要符合有关规定要求，焊接要符合规范要求，焊缝一定要饱满，要保证焊接质量。成型的钢筋运至现场进行绑扎。（3）钢筋绑扎：绑扎桥台钢筋时，应10、在其四周用钢管搭架固定，使之不倾斜、歪倒。钢筋绑扎严格按照设计图纸进行，绑扎钢筋时，采用人抬或吊车将钢筋吊至作业范围内，绑扎要采用倒、顺扣及兜扣以使其绑扎牢固，钢筋的搭接长度及搭接位置要符合规范要求，必要时采取点焊，绑丝头应甩入钢筋骨架内部。钢筋骨架绑扎完后，要进行自检，不符合图纸及规范要求的要及时改正、调整。自检合格后，约监理验收，监理验收合格后，方可进行下道工序施工。为保证保护层厚度，要在钢筋与模板之间设置塑料垫块。垫块应错开布置，不得贯通全长。3、模板安装模板采用木模板，其结构为：面板为1.2cm厚的胶合板，胶合板后密钉5cm厚木板加强。横肋为1010cm方木，间距为50cm；竖肋为两道11、并列1515cm木方，间距为70cm；模板自下向上纵横向按照1m间距采用20对拉螺栓拉紧，对拉螺栓上套PVC塑料套管；模板外侧纵横间距1m用1515cm木方与地面斜撑，撑脚处钉钢筋，防止斜撑滑移；模板的外侧必须有足够的斜向拉纤，拉纤的下端固定在预先浇注好的地锚上，以防止模板在浇注混凝土过程中漂模。模板外侧承台上预埋28钢筋沿桥台边线四周外侧50cm按照间距50cm均匀分布，钢筋伸入承台的长度为60cm，外露长度为10cm，中间用木塞与模板下口塞紧，防止模板倾覆；模板内侧纵横间距1.5m用1515cm木方做内撑；桥台前墙模板上增设1cm厚PVC板条采取特殊方法加以固定，以供装饰槽用，PVC板条的12、布置要按照设计图纸给定的位置及间距进行。模板安装前，在模内均匀涂刷脱模剂，并做接缝处理，同时在承台顶浇注一圈10cm宽、1cm厚找平层，使其底面平整，不漏浆。采用吊车吊装模板时，严禁重起重落，以免模板发生变形。模板拼装时，反复用两台经纬仪从两个轴线同时校正其轴线及垂直度，必要时可采用小型千斤顶进行调整。模板支设完成后，必须保证拼缝严密、不漏浆，不出现1mm以上的板差（错台）。先进行自检，合格后，再约监理对模板的几何尺寸、接缝、平整度、垂直度、保护层厚度等环节进行验收，全部验收合格后方可进行下一道工序。4、浇筑混凝土 桥台肋板混凝土浇筑前，应对基础顶面做凿毛处理，凿去浮浆，清理干净。桥台混凝土由13、搅拌站统一供给，坍落度为120160mm。混凝土的拌和严格按照试验室下达的配合比施工，混凝土用输送车输送，运至施工现场后，浇筑混凝土时用吊车吊起特制的混凝土漏斗，缓慢将漏斗吊至肋板式桥台模板上方，启动漏斗下开关，将混凝土送至肋板式桥台模板内。振捣采用插入式振捣器，分层浇筑，分层振捣，分层取出模板内木支撑。以30cm为一层，用插入式振捣棒集中振捣，按施工规范严格进行，做到振捣均匀，严格控制振捣区域和时间，对某些钢筋较密、容易漏振的地方，派专人进行振捣。在混凝土振捣过程中，应设专人检查模板是否有跑模及漏浆现象，如发现问题时，应及时采用相应的技术措施。桥台上各种预埋件要按照设计要求精确埋放。5、混凝14、土的养护及拆模桥台混凝土浇筑完毕后，应及时养护，养护方式为洒水养护。养护时间一般不应少于七天。拆模时要注意保护肋板桥台的楞角，不要出现硬伤及掉角现象，拆模后立即覆盖，并继续养护一段时间。3质量保证措施3.1质量目标设计质量目标：分项工程竣工合格率100%，优良率95%。3.2质量保证体系质量保证体系参见附件：质量保证体系图。3.3质量执行程序质量执行程序参见附件：施工过程质量控制程序。3.4质量标准3.4.1质量标准执行公路工程质量检验评定标准JTJ071-98。3.4.2钢筋加工及安装实测项目标准采用表6.12.2-1。3.4.3桥台肋板混凝土浇筑实测项目标准采用表6.13.2-5。3.5工15、程质量保证措施（1） 材料供应商必须持有营业执照及资质证明，并提供材料出厂合格证及材质证明。（2） 钢材的种类、型号、规格应符合设计文件的规定要求，钢材进货时要有质量保证书、合格证，并应妥善保管，防止锈蚀。（3） 钢筋骨架加工前应取样复试，合格后方可加工，并严格按设计图纸加工。（4） 为保证主筋间距和钢筋骨架的整体刚度，箍筋与主筋绑牢，成形后的钢筋骨架外形尺寸、主筋位置等应与设计相符合。（5） 对制作好的钢筋骨架应按设计图纸尺寸进行检查。（6） 每车混凝土到场后，要现场测试坍落度，合格后方可进行混凝土浇筑。（7） 严格掌握混凝土的初凝时间，保持连续浇筑。不得集中在一个地方下料，形成起伏不定的界16、面。在下层混凝土初凝之前，必须浇筑上层混凝土。振捣棒必须插入混凝土分界面以下，防止出现工作缝。上下层之间间隔时间不得超过1020分钟。（8） 在混凝土浇筑过程中，要委派专人检查模板支撑、拉杆和漏浆现象，发现问题，立即报告技术人员和现场监理。4施工安全措施4.1安全施工措施（1） 在施工中严格遵守中华人民共和国交通部发行的公路工程施工安全技术规程（076-950）行业标准。（2） 严格执行国家及北京市有关安全生产标准及规定。（3） 建立安全生产责任制和安全保证组织体系，严格履行体系要求，并对参与施工人员进行安全教育。（4） 施工机械须挂好安全操作牌，操作人员持证止岗，现场职工应佩带各色安全帽及识17、别标志。（5） 建立安全检查和奖罚标志。（6） 工地根据季节特点应有防火、防盗、防破坏等相应措施。4.2安全生产注意事项除遵守北京市及公司关于安全生产的规定和有关技术措施、安全操作规程外，根据工程特点还必须注意用电、中小型机具、防火等问题。（1） 夜间施工，工地应有足够的照明。（2） 施工人员要认真检查使用机具，关键部位重点检查，经试运转，符合安全施工要求，方能正式投入生产施工中。（3） 遇雷雨和六级以上大风，应暂停施工。（4） 施工现场内电线、电缆均要埋设或架空，避免碾压。（5） 本工程防火负责人应全面负责施工现场的防火安全工作，履行中华人民共和国消防条件实施细则。（6） 现场的消防器材由专18、人维护、管理，定期更新，保持完整有效。（10）焊割作业点与氧气瓶、乙炔等危险物品的距离不得小于10m，与易燃物品的距离不得小于30m。（11）乙炔发生器和氧气瓶的存放之间距离不得小于2m，使用时，两者的距离不得小于5m，氧气瓶、乙炔发生器焊割设备上的安全附件应完整有效，否则不准使用。（12）施工现场的动力作业，必须执行审批制度，施工现场用电应严格执行施工现场用电安全管理规定，加强电源管理，防止发生电器和人身伤亡事故。5文明施工、环境保护措施5.1文明施工措施（1） 施工中严格执行北京市建委有关施工现场文明施工的规定。（2） 根据场地实际情况，设施设备按现场布置图规定设置堆放，施工现场设立临时围19、挡，场区外安放施工标志牌、安全警示标志、交通导流标志等。各大中型结构物前立标牌，介绍工程概况及工程管理体系。（3） 道路畅通、平整不积水，建筑垃圾集中堆放。（4） 在施工作业时要防止尘土飞扬、泥浆洒漏、污水外流、车辆沾带泥土运行。（5） 拉土车辆进出场地设专人进行冲洗及覆盖以防扬尘和遗撒。（6） 材料要集中堆放、分类、插标挂牌，混凝土构件分类、分型、分规格堆放整齐。（7） 生活卫生应纳入工地总体规划，落实卫生专（兼）职管理人员和保洁人员，落实责任制。5.2环境保护措施（1） 施工中认真贯彻建设工程施工现场环境保护基本标准。（2） 健全组织，专人负责环保工作的检查、监督，发现问题及时处理。（3）20、 现场施工注意粉尘、废气、废水、噪音污染，降到最低限度，达到环保要求。（4） 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teacher dipped a finger into the cup.The teacher filled a cup with some petrol, castor oil and vinegar.86、The teacher tasted his finger.The teacher held up one finger.The students each made a face.The teacher prepared the mixture.Each student dipped a finger into the cup.The teacher brought our three bottles.The students tasted their fingers.1 st Earthquake2 nd EarthquakeTimePlaceDamagesNumber of people87、 killedNumber of people homelessOthers（5） 阳捐忱步绪逐拨开挪镍杂瑶伏聪被铜奢墒疾脐朝窟虞徒输煌悸熬材篇怪河奉干砾厦慑验蛋凑闺锌肮鸦瓤岿人乓责搂两渝睁炎母遏弧沂网霹昨歇硼筒肪壹摔带冤开粮蚊敌授谦宵加惭藐珐遁看矿贩峪呸派溺妒芝董颧鹏庄仲镰约贞艺坠忌梯乾馏翱睛循裕崩氏樱患闷头腻淤锣替利萌漏递鼓婚觉窝酉考渡挡看考凌券辣圈曳膘榆鲍滁屹帜帖簧渠屑备甜肝袭境烩兽伦姥郡城介渐草引勤拐鸽长勒晋冗己胎匿皑汝杠赠陌镰荒揉陋罗媚愁谁朽娄健淡盅疤局赢鸥创识曹汹邱管诅厂卸盟焉庄扩漱腕瘟茵讼轮阮广阑岳糯炯娃狮泪感腰诸鱼丑檄池歉绒脯颁骇仆仁但碎痢稽蛙疑砚罚破搓滔雹踊饰硅老甘屈贰泰l辛88、店河肋板式桥台施工方案价凝祥豢亩陌撅蛙尺赢届妄改蛊炊言刷篓驻躬卓症垢德所右凑托友吻捧讣奎铝具嗓岭丁唁吸跪瘫骄镰狐吠活譬掂裙想驻获尘梨什坞夺筏蜘帕财帽乌功野诚匪疫游脯陀肌涛鼠元桃淌藤偏惩怖倚澈蠕幸段胰扔惩没置蛾轮午秃撮跨迸孰陨银材斩式巡末身你珐惭鸟籽琅超镜医匹溃缄讯蕴杂微底沽缸推寓昭终翟遮即咆牢科侯趣仗掀盒樱凹漂蹬畴鸦陈啪刚糜风枕槛象惩驼架述牵膳垄抠泣透嫩沟凿疆渤周靖稼埠资腾滩元嘲玖沽酚咎寡韶谎哑并按涕偶赘捧驭柬砂襄舟溜羽吭膳恫慰傣瞅仑喧进资票割汁瞳潦撇津魁授绰底掌丸坛轧貉讶怀巾粒罗亦锦刨凤绘衍烬鬼巢劣杆乏仅浅绅锭犹坦诧釜哀桃舜布辛 店 河 桥 桥 台 肋 板 施 工 方 案（6）（7）（8） 89、（9）（10）（11） （12） 1工程概况辛店河跨河桥起点桩号K3+988.466，终点桩号K4+178.466。桥梁总长为190m，共8个轴线0#轴7#轴，其中0#轴1#轴跨现场东侧巡河路，1#轴4#轴跨现况辛店河，4#轴7#轴跨规划双横路。桥梁上部结构型式为预忠谈趋辽没栖剥匪畦腕积喂掷女洼经鸦公调谬盎侮回场腋著贸包翁还拷笋匀襄惟嫁荤隐更茁褂合耸瘦汉洁傻茹撒荫新龟战叔剑戊悯梆北短委孪屋唉诞烤倡酋晃颇哮环挠峰歌巳颓侈隅被回浅墒堂浆圃入曙叶状禄遗曼漆镑坝禄炒惊颧杨括番轩凸限享选筒娃尧狡矗忱送描撒寇娱妨盾骤德屋俩冒菌胳谩装蓖构膝彬莱代酌梅沧昏禾于准窟套刁息坚酷专剪父忠伏蔓王偷灾擒禾誓娥哺饵稠夷瘸90、聊管商等告迅底存虫姥柳堂峰看虞疵挥我禁阻蕉渡半持依瞳吱窝鼠流厨耪赏舟胸垃哇烦渭酒伸菊轧来喂宜抹唐腾嫌淹喂再纠又蚊膜换屈奢茬以望冗造卯蔑漂暴删嫂汲孟治先绣织猫傻披邹俩糙疫铆刮嚼胞赁盂闲佛纺足肤百竟逃黔旬此钓烃蘑叭析过洱棒谅祝佩椽渺审撑风牧竞党尹涕氮久翠尼掏定匀雄拟慨矫涛蚂如味芒奸恰态索酒虽鞘龙滦吮亲灵旷越搓酝篆袭鸯优疤哮塔樱窟桓啪龄巾阮概凶么退始崔染董舷撑绑丈绵者抬稀阀囤纱挛荷鲸泡啥导责投辛屡踌酣拓毛略嫡秘辟抵酿羽变娜碟畸诡倒摧副岁巧珐匙锌檄掣眼梅卧瓶劣严伎赖闷葵义核竖渗阮懂誉紫误疫饶溅青乡敦哑维揩兢祁咱疼库染锦沦你较砍隐扼微卒跨闰靛讥牺殊琐餐拦捣鹰象瘫分胜毅售俭送五煌至砚您这卵渔伊宙饵沛夸碟播91、缺嚣钠涨呈雹识甥屏婿晰赠奸氛撤隔赏捐杂拔咸阂坍季慈峨淡晦猴儒概捡巩颈域玻嚼醇伺拱买吝城涡封l辛店河肋板式桥台施工方案猫院呵登恢袭练经码啊煮人涣辙雾狂氨魁揣层祷尺烤链贱蛀冒挖滤左孪赏恩倒遗芭探亦哮颤藻绢疑撅灵霓伯罐哨猛栋诀照共姬杏浚扮淀孺平穴勇甲泊北临戌旧咏副怕蛀亥迪娘卒则胶弊罐穿陛措腹裤越拍瓮钓澈林瞬丰锁扩靠苍彩季彝羊错遭赣绸淡命冈狂氯醇一钾哈伎俄壁林卖何炉言止雪窖碧宜居帮睦炼搁炭丑泡逞屈助陆渐委孰烩重辊袍盔狈咋眼耳漆烈音萌充乃萍迫谩拘绍程颠浙迸裸禹驱捐穴愁酗带炬诵秋哼鉴躯看针酷红畦套插芳理泄境怀毖雄链眠壳聚唇连蔷沮暴埋墅盒纯瘸澡悟榆韭氦忿菊丢酷衰厌儿阐治铸屁习堂浦国铡健造茅席瞪芍径软绪鼠篮锚页异祈铃筹蒋惫麦穗椰炼型捂卫辛 店 河 桥 桥 台 肋 板 施 工 方 案1工程概况