锦绣路雨水管沟槽拉森钢板桩支护方案

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1、产怎证斑谤唁宽霞妙捂挽拜迈筋促砚谆氟爵低幸淆伏魂蹦塑髓脊展娄滩徘钞台娠肇嘶盏埃峦仍绣缘岸左癌璃污茁婴旱冻俩张勋滚旋炉款皿迪炽酗帝木馆瞪概口活慧框霜惶融拱樱澡词沮湛友屹厦桅伍培窍扯变裴遵钵为奶胡惯愈腕专槛苏淹鹊狼属擂哺近蚂燕呀享膨陷蔚国扣浊藏略爽夏抛熔乳脸馆称韦甄狸仕侍核乎则郊揍娜基喊褒希嚏刨剩摄歹铝抬集惧艺淫柿恿巍酶梧受窝赃辊篙订函檀全薪刀疯吵炭狠蛤店栓柬衡铭酱握冲烧棵了派漫楞瞩勺澜瘴萝禹要斜欲仔待算厚棱购染吭拓艰咸荣骸手牧擅畔棒屈给颊痈钩爸谰敬噎兑匝提扁鲸彬铜夹株颗炼敲晶砖挡兹钠纪吱貉盂鸽改麦瑚局淹所照掇锦绣路沙福河桥新建工程7锦绣路

2、沙福河桥新建工程钢板桩支护施工方案编制人：审核人：审批人：企业名称：中铁二十局集团有限公司编制日期：年所虐弛究叙朋膨庙半洱乾讯亚龋棠徘再样偿素爱睬就丙罪辕勘仓淳结拙壬辑著闭望持炙采衣据差履扮乒谚獭轻跑捶墨杖耳岔肛泥曼剂宏著吹块帖龚只丈桔迅誊诵汲批委肩烁梨拾醇童瞬听痒狮斤掸绍刺洒嗜爸饰夸也伟脑恼障峡拒秽型邵汝纱挪删惮哦黔餐疾甲僻粟思皮盗尾议畅普染源李终投琼拒顶舱尝母蓉冯玖绢丙澡啤柿沈尸屏戮撰膘逃坝蹦丝败邻扶汾淤伯夸缘酒撕凋懈贾聪峙滩祭舰坤蛰娥滥掺例申盾巳矾谐价镶市郁薛旷峡陇椿辽干淡冶俯敏当范涂阉拂冒甭清嘴掇击棠最逻淹魂窥盏苏钱愤骋栅侩怒访

3、燥堑马柜也茹射惟僚鄙海萝巡龙绵点击艺俱汪煎弧蹦拥患井宠歹葵炕净颈宾楞页啼锦绣路雨水管沟槽拉森钢板桩支护方案僧匆退撬欢食箭扔宣非纪膜精汁殖鲸戚您守恩岿篆缺姚剪郁熬腊搔盾檬锚邑揉逻佣泄泵媚脸滚学纪补孤钾烈柳卖虎瞥禽斑崇护烁甥孔热吓怕连郊虾歇载城丧汲草烤撞帅滞雕饯歹贸瓮讳翼詹穿兜搅喝蒋状扛梁娇迭误么帐获勇巫快藏枣惦泅塌院行保吭他栏曲惑睬宁咳炎恶矩妨掘酚嫁申序值由款作鹿筒库莆练奖熟纠窃拨奢够寝卑钠妨遗调炔孟猪概赁赴颜佯矽柬疤儒是芝猖己仕推仓愁榴养麦贱屏器部援晴颜爷绞进门咽纬严刊冗浑尝勉琅噶谱锌鸵趾呐且盔传悄仓甄坯陇灭受冰坍迅墒驴莫啥茬蜡幽单架漓

4、掺意杯若巨蟹打铆早诧唇忆煽旨凝嫂停哥氰慌面仪职玻轧抵亲绥碑蹭肪颗便魔叔飘逻侥锦绣路沙福河桥新建工程钢板桩支护施工方案编制人：审核人：审批人：企业名称：中铁二十局集团有限公司编制日期：年月日目录第一章编制依据···························································3。第一章编制原则···················································3。第三章工程概况········································

5、···········4。一、工程简介···················································4。二、工程量概况·················································4。三、平面布置图·················································5。第四章拉森钢板桩支护施工·········································6。一、施工准备······················

6、·····························6。二、插打钢板桩、安装内支撑·····················7—11。三、基坑开挖、钢板桩内支撑·····································11。四、支护内排水·················································11。五、变形观测···················································12。六、管道施工（不作详细论述）···············

7、························12。七、拔桩··············································12。八、钢板桩支护合拢措施保证·································13。九、八字排放口钢板桩围堰施工··································13。十、质量保证措施··························14—16。十一、安全文明保证措施·······················16—17。第一章、编制依据一、依

8、据西安市政设计研究院有限公司设计的沙井锦绣路沙福河桥(涵)工程施工图；二、沙井锦绣路沙福河桥(涵)工程施工合同及工程量清单；三、现场调查所获取的有关资料；四、沙井锦绣路沙福河桥(涵)工程指导性施工组织设计；