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[北京]安置房基坑开挖支护施工方案(土钉墙)

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'北京天恒建设工程有限公司庞各庄定向安置房项目目录一、编制依据:2二、工程概况:2三、施工难重点分析:2四、施工布署:3五、施工准备:45.1人员安排45.2测量放线45.3施工机械45.4施工现场55.5场外准备5六、施工方案:56.1基槽放坡56.2土方开挖56.3浅基坑防护措施66.4特殊部位处理7七、护坡方案:7八、雨季施工7九、施工保证措施89.1质量保证措施89.2安全文明施工措施99.3安全防护措施99.3环境保护措施109.4施工监测措施11十、附图1211【土方开挖施工方案】 北京天恒建设工程有限公司庞各庄定向安置房项目一、编制依据1、《大兴区庞各庄定向安置房项目岩土工程勘察报告》;2、设计施工图纸:庞各庄定向安置房项目A区、D区各专业施工图纸;3、相关法津法规:建筑法、环境保护法等;4、相关的施工规范与技术性文件:土方工程施工及验收规范、技术性洽商等;二、工程概况:本工程为庞各庄安置房工程,总建筑面积为176671.38平米,其中A区建筑面积为146569.98平米,D区建筑面积为30101.4平米。住宅均为高层全现浇剪力墙结构,建筑物高度43.5m.所在地块楼号地上层数/地下层数基底标高(m)A区A1#、A2#、A9#15F/2B-7.10A8#13F/2B-7.05~-8.0A5#、A6#、A7#15F/1B-3.85A3#、A4#8F/0B-3.10D区D3#、D5#、D6#15F/1B-3.85车库A1#.A2#.0/2-6.70三、施工难重点分析:1、本工程基坑土方量大,需投入的机械设备多,且挖土工作面受土钉墙支护施工的制约,以及环保管制较严格等不利影响。因而,需要很好的组织协调,才能使工程开展流水施工,土方开挖施工要为护坡施工创造工作面,而护坡施工又需在土方施工中间插入,土方开挖配合护坡施工同时,保证土方施工的连续性,提高效率。11【土方开挖施工方案】 北京天恒建设工程有限公司庞各庄定向安置房项目2、本工程用地面积大,A区共计9栋楼;2个地下车库,D区共计3栋。基础底板各楼埋深不同,且自然地表标高不同,因而,要合理设置各栋楼和地下车库的开挖顺序,并布置行车路线,设置马道位置。土方施工需要配合基坑支护工序分层施工,对土方开挖部署要求高。3、本工程施工工序多,且平面、立体交叉作业次数多,这都需要土方施工进行配合,因此土方运输是整个工程的重中之重,也是影响施工工期的主线,合理安排好土方作业是确保工期的重要环节。一、施工布署:1、根据工程的实际情况,对结构图纸、地勘报告、护坡方案及建筑物周围环境的分析决定边坡放坡系数:A区:A1#、A2#、A9#(H=7.1m,土钉墙支护)设计土钉边坡按1:0.5进行放坡;A8#(H=7.05m,土钉墙支护)设计土钉边坡按1:0.5进行放坡;A5#、A6#、A7#(H=3.83m,放坡开挖)设计边坡按1:1进行放坡,不进行基坑支护;A3#、A4#(H=3.1m,放坡开挖)设计边坡按1:1进行放坡;车库:A1#、A2#(H=6.7m,土钉墙支护)设计土钉墙支护边坡按1:0.5进行放坡D区:D3#、D5#、D6#(H=3.85m,放坡开挖)设计边坡按1:1进行放坡,不进行基坑支护。2、施工顺序:根据施工现场平面布置,出土方向,以及单位工程基础土方开挖量,及桩基施工工期,首先开挖4#、3#,7#、6#从东侧向西侧开挖,为桩基础施工创造工作面,其次进行9#、8#、2#车库,2#、1#、1#车库,出土方向为:向南侧、西侧出土。D区先3#楼、5#楼由东向西开挖,再挖6#楼由东向西开挖。11【土方开挖施工方案】 北京天恒建设工程有限公司庞各庄定向安置房项目一、施工准备:5.1人员安排施工总负责:孙涛现场技术负责人:李安土方开挖指挥人:于旭东基坑护坡指挥人:李小兵测量标高控制人:帅月明5.2测量放线根据测绘院给定原始桩位、水准点,将楼座四角定位桩测放,并标识出基槽底口线上口线并将高程点引测至施工现场。(详施工测量方案)5.3施工机械本工程考虑土方量较大,因此拟投入2台反铲挖土机20辆运输车。5.4施工现场1、清除地上地下障碍物,特别是开挖范围内的地下电缆、管道一定要排除或改道,对开挖范围以外暂不能清除的要进行现场交底并树立明显标志,以保证施工安全。3、安装夜间施工照明,坑上要安装镝灯集中照明架,坑下工作面要安装活动碘钨灯架,坡道口、现场出入口安装必要的碘钨灯。4、明确现场的运行路线,挖出的土方卸至场区内低洼地段,不向场外运输。11【土方开挖施工方案】 北京天恒建设工程有限公司庞各庄定向安置房项目5.5场外准备1、确定工程所需回填土方量及存土地点;2、同甲方协商余土处理办法及余土存放地点。一、施工方案:6.1基槽放坡根据勘探报告和经基坑支护专家论证的结论修改的支护方案选择合理的放坡系数,基槽下设130cm的工作面,车库基槽下设80cm的工作面。6.2土方开挖1、基础开挖采用机械挖土,分层开挖①1#、2#、8#、9#按3步开挖,车库1#、2#按两步开挖,浅基坑3#、4#、5#、6#、7#一步到底,开挖时每步土深度为锚杆下50cm。②做护坡的基坑,在开挖时依据天气状况采取分段开挖,每隔20米跳挖。③基坑开挖到基底预留50cm打桩,待勘探、设计、监理、甲方及监督部门验收合格后,人工清理至设计标高,并立即进行下步工序施工。④对于部分楼号人防出入口待结构完成后单独开挖。2、基坑四周坡面随挖随人工按放坡要求修齐、修平。①开挖时设专人监控开挖深度,刚开始时用深度标志杆为司机指示基底余量,挖够深度后做好标志,以后随时监测。②土方开挖顺序:详后附图。11【土方开挖施工方案】 北京天恒建设工程有限公司庞各庄定向安置房项目③汽车坡道设置:运土方汽车坡道按1:8放坡,两侧破壁采取护坡处理。位置详附图。④碴土运出现场,找好堆放地点,并在甲方指定地点堆放回填用土。6.3浅基坑防护措施本工程A区3、4、5、6、7#基坑深度为3.83m;D区3、5、6#基坑深度为3.85m均不做支护,采取1:1放坡,因此在雨季为防止雨水冲刷坡壁导致边坡坍塌,雨天采用彩条布进行覆盖,基槽上口距槽边0.8m处砌筑挡水墙,边坡上口100cm距离内采用砂浆抹平,并覆盖彩条布。挡水墙外侧基槽上口地面,向外侧按3‰坡度依据场地抹水泥砂浆硬化.6.4特殊部位处理D区5#楼,将两侧及坑底渣土清理,挖到原状土,并通知甲方,监理及勘察单位,再做回填处理,达到设计基底标高后,进行桩基施工,桩基施工完成后,进行基础施工,待基础施工完成后,按设计要求进行回填。一、护坡方案基坑采取按边坡支护方案进行支护,喷射厚度为60mm,锚固施工跟开挖同时进行,边开挖边锚固。采用32.5水泥,必要时渗入早强剂等,边坡满挂钢钢筋网片并沿坑外翻宽度1米(具体内容见护坡方案)。二、雨季施工○土方开挖第一步完成后,砌筑挡水墙,挡水墙高出自然地坪200mm11【土方开挖施工方案】 北京天恒建设工程有限公司庞各庄定向安置房项目,宽度为240mm,挡水墙距槽边为800mm,三面抹水泥砂浆。○待土方开挖至基底,在楼座及车库对角设置临时集水坑,规格为600×600×600,在基槽四周设置300×300排水沟坡向集水坑。○基础施工阶段,雨天应将未及时锚喷裸露的破壁进行覆盖,以免雨水冲塌,并及时将坑底的积水进行外排。○项目部拟投入离心式潜水泵4台,塑料布500平米,确保积水外排,及边坡覆盖。(详雨季施工方案)一、施工保证措施9.1质量保证措施○建立质量保证体系,健全质量管理网络。实行三级质量管理体制,即各工序班组自检,交接互检;现场质检员复检;项目部技术组负责抽检。做到层层把关,责任落实到人。○每一工序开工前由技术人员做好技术交底,施工中进行督促、检查,并自觉接受各级质检部门的工程质量监督。○定期、不定期对全体施工人员进行质量意识教育,在施工中严格执行质量标准。○施工中,做好各类原始资料的收集、整理工作,建立施工技术档案。○各个工序施工结束,均须经质检员检查,合格后方可转入下道工序施工,并做好施工和检查记录。○工序作业必须有一名技术人员跟班施工,发现问题及时处理,必要时请示上一级领导部门。11【土方开挖施工方案】 北京天恒建设工程有限公司庞各庄定向安置房项目○成立现场组织、管理小组:组长:孙涛副组长:李安、于旭东成员:蔡勇、催磊、徐振华及分包队长等9.2安全文明施工措施○施工前组织全体人员认真学习有关安全制度及施工操作程,现场设安全员,确保安全文明施工。○进入现场人员必须戴安全帽,穿工作鞋,保持良好的形象。○现场电器设备要有防漏电措施,非工作人员不得安装、操作电器设备。○施工前应对施工人员进行技术交底。○施工现场要严禁打斗、吸烟。○控制现场噪音,减少环境污染。○密切注意天气预报,如有不好天气,及时采取各种措施,保证施工安全。○场地周围要设置护栏,严禁无关人员进入,严禁向基坑扔垃圾。○土方开挖要与锚喷施工密切配合,现场要有专人负责指挥。○如遇特殊情况,要及时报告,及时处理,保证施工安全进行。○各种施工机械作业半径内,不得无关人员进入。○各种施工机械和电气设备,除专业人员外一律不得操纵。○如遇文物、古墓以及光、电缆和各种其它管线时要及时报告。○施工完毕后,要将施工设备停放在安全地点。○现场各种施工材料,一定要做好防雨、防潮工作。11【土方开挖施工方案】 北京天恒建设工程有限公司庞各庄定向安置房项目9.3安全防护措施○安全员做好进场安全教育及土方施工安全教育。○土方施工期间在槽边搭设安全人行马道。○基槽周围做安全防护栏,涂刷色标,夜晚设警示灯。并且防护栏要求用密目网进行封闭。○夜间施工保证作业面照明,现场电工负责安全用电。○施工时清理人员应避开挖土机,以免造成伤害。○在开挖过程中发现地下障碍物时,立即停止开挖,报项目经理和监理工程师,并及时采取应急措施。如开挖时发现文物古迹,项目部人员应立即组织人员保护好现场,并报告文物局,协助文物局做文物的保护工作。○当在开挖过程中边坡产生滑坡时,操作人员立即躲开,以免发生伤亡事故,并及时报告项目部,由项目技术负责人制定处理方案进行处理,保证下步工序的边续施工。9.3环境保护措施○土方运输车辆不宜装载过满,向外运输土方时应用苫布盖好,以免遗撒和尘土飞扬。○施工现场地面应随时洒水降尘,存放土方长时间不用时亦应洒水降尘。○运输车辆出场前应将车帮及车轮上的泥土清理干净,以免夹带泥砂出场,出口路面处铺草帘并设专人清扫。11【土方开挖施工方案】 北京天恒建设工程有限公司庞各庄定向安置房项目9.4施工监测措施施工监测内容,施工监测主要从以下4个内容,它将是反馈信息的主要依据。○每日测量边坡水平位移,设置观测点,在土钉支护施工阶段,每天监测上下午各一次,在土钉支护施工结束且变形趋于稳定的情况下可适当减少监测次数。○每日观察坑边地表有无裂缝及其状态(位置、长、宽)。○每日观察附近建筑物和重要管线等设施的变形。○每日观察基坑渗水、漏水变化情况。观测点布置在土钉墙上每隔25米布置一个点,以保证整个场区变形观测的顺利进行。观测精度要求满足国家三级水准测量精度要求;观测时间及记录观测时间为:基坑开挖后每天都须进行变形观测。11【土方开挖施工方案】 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