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'“兰山人家”挡土墙施工方案目录一、编制依据及编制原则31、编制依据32、编制原则3二、工程简介5三、施工准备6四、挡土墙施工71、设备、人员进场71.1主要施工设备71.2劳动力计划72、施工放样83、地基处理83.1基础开挖83.2夯实基础94、砂浆拌制、清洗块石94.1拌制砂浆94.2清洗块石105、运砂浆、块石106、片石墙身砌筑116.1墙体砌筑11甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案6.2浇筑帽石126.3勾缝126.4墙背回填136.5养护14五、质量保证措施141、质量目标142、建立质量保证体系142.1质量检查程序152.2设置专职质量管理机构和制度15六、安全保证措施16七、施工环保、水土保持措施18八、冬季和雨季的施工安排201、冬季施工安排201.1施工准备201.2冬季施工物资准备201.3冬季施工212、雨季施工安排212.1准备工作212.2机电设备防护措施222.3材料保障措施22甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案一、编制依据及编制原则1、编制依据1)《砌体工程施工质量验收规范》（GB50203-2002）2)《建筑边坡工程技术规范》（GB50330-2002）3)《公路工程质量检验评定标准》(JTGF801-2004)4)《公路工程技术规范》（JTGB01-2003）5)《混凝土结构工程施工质量验收规范》（GB50204-2002）6)《公路工程安全施工技术规程》（JTJ076-95）7)《建设工程施工现场供电安全规范》（GBJ50194-93）2、编制原则1）遵守合同条款要求，认真贯彻业主或监理工程师的指示、指令和要求；2）严格遵守合同明确的设计规范、施工规范和质量评定与验收标准；3）坚持技术先进性、科学合理性、经济实用性、安全可靠性与实事求是相结合；4）甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案自始至终对施工现场坚持实施全员全方位、全过程严密监控、动静结合、科学管理的原则；5）实施项目管理，通过对劳务、设备、材料、技术、资金、方案、信息、时间与空间的优化处理，实现成本、工期、质量及社会效益。甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案二、工程简介1、本工程建设场地位于兰山顶，结构形式为支挡结构，俯斜式路肩墙，挡墙高度为4m。2、本工程抗震设防烈度为8级，设计地震基本加速度0.2g，设计地震分组为第二组。多遇地震影响系数最大值为0.16，罕遇地震影响系数为0.90.3、本工程抗震设防类别为丙类，地震作用计算按抗震设防烈度8度设计，抗震措施均按抗震设防烈度8度设计。4、本工程结构的设计使用年限为50年，挡土墙的安全等级为二级，建筑结构阻尼比为5%，本工程建筑场地类别为Ⅱ类，特征周期为0.45s。甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案三、施工准备1、认真研究设计文件、图纸、资料，及时做好图纸会审的技术性工作。2、编制施工组织设计，内容包括：编制说明,施工组织机构,施工平面布置图,施工方法,施工详图,资源计划,总进度计划和进度图，质量管理,安全生产,环境保护。3、编制分部、分项工程施工方案，内容包括：编制依据,工期要求,工程特点,主要工程、材料和机具数量，施工方法，施工力量布置，工程进展要求，完成工程量计划和临时设施的规划等。4、原材料试验和砼配合比设计：根据工程特点和材料要求情况，对工程所需材料料源、规格产量、运输方式进行调查并进行相关试验分析，确定材料规格产地及供应方式，提请监理工程师验证。根据选定的适宜材料进行砼、砂浆配合比设计及验证工作。5、经过鉴定的新技术、新工艺、新结构、新材料、新设备的推广使用，安全生产、文明施工管理措施，废弃土、石、砂料处理及污水排放，临时用地规划征用等都应制订详细计划。甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案四、挡土墙施工1、设备、人员进场1.1主要施工设备设备名称单位数量规格型号用途状况备注挖掘机台1ZL50基础开挖良好转载机台1ZLM50回填良好自卸汽车台3斯太尔1491运料良好打夯机台1HW60夯实良好搅拌机台1JS250拌料良好人力推车台2运料良好1.2劳动力计划序号职务配备人数序号项目配备人数1项目经理16机械管理12技术负责17预算员13安全员18材料员14质量员19石工65施工员110普工12本工程一切试验项目均委托甘肃恒信工程质量检测有限公司进行试验，单位资质范围：建筑工程检测乙级，资质证书编号：甘建检字第号。甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案2、施工放样根据设计图纸，按挡土墙中线、高程点测放挡土墙的平面位置和纵断高程。精确测定出挡土墙基座主轴线和起讫点，伸缩缝位置，每端的衔接是否顺直，并按施工放样的实际需要增补挡土墙各点的地面高程，并设置施工水准点。请监理工程师对平面位置进行复核、检验合格后才能进行。3、地基处理3.1基础开挖1）挡土墙基坑采用挖掘机开挖，人工配合挖掘机刷底。基础的部位尺寸、形状埋置深度均按设计要求进行施工。当基础开挖后若发现与设计情况有出入时，应按实际情况调整设计。并向有关部门汇报。2）基坑用挖掘机开挖时，应有专人指挥，在开挖过程中不得超挖，避免扰动基底原状土。3）基坑刷底时要预留50%的反坡（即内低外高）预留坡底的作用是防止墙内土的挤压力引起挡土墙向外滑动。4）开挖基坑的土方，在场地有条件堆放时，一定要留足回填需用的好土；多余的土方应一次运走，避免二次倒运。5）在基槽边弃土时，应保证边坡稳定。甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案6）基槽开挖好后进行钎探，探孔孔距1.5m，探孔深2m，呈梅花形布置，若发现空洞、墓穴等应及时与设计院联系，共同协商解决，探孔完成后若无异常方可继续施工。7）任何土质基坑挖至标高后不得长时间暴露，扰动或浸泡，而削弱基底承载能力。3.2夯实基础1）场地基槽开挖至-1.2m，其下素土翻夯1.0m，处理宽度宽出基础边缘0.5m，翻夯时将基底的杂填土等全部清除干净，换入素土分层夯实，每层不得超过20cm，压实系数必须大于0.93。2）其上填筑30cm厚3:7灰土，采用机械填土，人工配合平整，宽度宽出基础边缘20cm，分两层填筑，夯实，灰土压实系数须大于0.95。4、砂浆拌制、清洗块石4.1拌制砂浆1）砂浆采用机械搅拌，拌合时按分次投料水泥裹砂法工艺施工，即将拌合用量60%的水加入拌合机，同时加放全部的砂，拌合15～20秒后，加入水泥，拌合30～40秒后再加入剩余的水，拌合50～70秒后出罐使用。2）甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案砂浆配制应采用质量比，砂浆应随拌随用，保持适宜的稠度，一般宜在3~4h内使用完毕，气温超过30℃时，宜在2~3h内使用完毕。发生离析、泌水的砂浆，砌筑前应重新拌和，已凝结的砂浆不得使用。3）砂浆试块：每工作台班需制作立方体试块2组（6块），如砂浆配合比变化时，应相应制作试块。4.2清洗块石拌合砂浆的同时，要选择、加工块石，块石宜倒在干净平整的场地上，对于有泥污和水锈的块石要清洗干净，对于凹凸的块石要粗略凿琢。5、运砂浆、块石1）砂浆使用手推车或胶桶挑运至砌筑地点，倒入灰槽内。严禁随处乱倒。2）块石和砂浆的运输是同时进行的，洗刷干净的块石，人工抬运至砌筑地点，卸下时轻起轻落，放于跳板或没有污泥的地方，严禁随意乱砸，以免伤人或砸坏已砌好初凝的砌体，尤其由高处向低处运石时，更要注意安全和质量。甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案6、片石墙身砌筑6.1墙体砌筑1）放线：基础施工完进行墙身测量放样，用全站仪找出挡土墙的控制线，并根据基础测量放样控制点测定出墙身内外边线，以及各伸缩沉降缝的位置，检查每端的衔接是否顺直。2）基础转角和交接处应同时砌筑，选择表面较为平整、尺寸要规格的块石，并长短相间与里层石块交接。上下竖缝错开，无通缝，砌缝宽度不大于3.5cm，且石缝均匀一致。3）基础砌筑时，石块间较大的空隙应先填塞砂浆，后用碎石块嵌塞，不得采用先摆碎石块，后塞砂浆或干填碎石块方法。4）基础灰缝厚度20mm～30mm，砂浆应饱满，石块间不得有相互接触现象。5）砌石分层进行，外露面，镶面将另行勾缝，砌筑时靠外露面预留2cm的缝槽。砌体过长时分段砌筑，对不能同时砌筑而又必须留置的临时间断处，应留成斜槎。并按设计每隔20米预留伸缩缝，宽度20-30mm，缝内沿墙的内、外、顶三边填塞沥青麻筋，塞入深度＞200mm。6）外圈定位行列和转角石，选择表面较为平整、尺寸要规格的块石，并长短相间与里层石块交接。上下竖缝错开，无通缝，砌缝宽度不大于3.5cm，且石缝均匀一致。甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案7）挡土墙每隔3米安装一根泄水管，上下交错，选用管径50mm的PVC管，长度通透墙壁，泄水孔向外横坡为5%，最底层泄水管距地面高度＞30cm。进水口填级配碎石反滤层进行处理，以防管道堵塞。8）砌筑工作中断时，可将砌好的石层孔隙用砂浆填满，再砌时表面要仔细清扫干净、洒水湿润。工作段的分段位置宜在伸缩缝和沉降缝处，各段水平缝应一致。9）挡土墙每天连续砌筑高度不宜超过1.2m。砌筑中墙体不得移位变形。10）当基础完成后立即回填，以小型机械进行分层夯实，并以表层稍留向外斜坡，以免积水渗入浸泡基底。6.2浇筑帽石挡土墙顶用水泥砂浆抹平，厚度20mm。其上浇筑混凝土帽石，安装木模板进行浇筑，混凝土强度等级C15，厚度250mm，宽度500mm。6.3勾缝1）勾缝具有防止有害气体和风、雨等侵蚀砌体内部，延长构筑物使用年限及装饰外形美观等作用。本分项工程挡土墙勾缝采用条缝进行施工。按图纸设计要求选用M10甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案水泥砂浆，并应嵌入砌缝内约2cm。勾缝前，应先清理缝槽，用水冲洗湿润，再在缝内抹适量水泥净浆。2）勾缝应保持砌后自然缝，不应有瞎缝、丢缝、裂纹和粘结不牢等现象。成活的灰缝水平缝与竖直缝应深浅一致、交圈对口、密实光滑，搭接处平整，阳角方正，阴角处不能上下直通，不能有丢缝、瞎缝现象。灰缝应整齐、拐角圆滑、宽度一致、不出毛刺，不得空鼓、脱落。6.4墙背回填1）墙背填料需待砌体砂浆强度达到70%以上时，方可回填墙背填料。并应优先选择渗水性较好的砂砾土填筑。如确有困难采用不透水性土时，必须做好反滤层及泄水孔，并与砌体同步进行，浸水挡土墙背应全部用水稳性和透水性较好的材料填筑。2）墙背回填要均匀摊铺平整，并设不小于3%的横坡逐层填筑。逐层夯实，严禁使用膨胀土和高塑性土，每层压实厚度不宜超过20cm，根据碾压机具和填料性质应进行压实试验，确定填料分层厚度及碾压遍数，以正确地指导施工。3）压实时应注意勿使墙身受到较大的冲击影响，临近墙背1.0m的范围内，应采用蛙式打夯机等小型压实机具碾压。6.5养护甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案施工期间，对已完成的砌体要经常洒水，整个砌体完成以后，根据天气情况，定期洒水养护，以保证砌体不失水，提高混凝土及砂浆的强度。五、质量保证措施1、质量目标坚持“百年大计，质量第一”的方针，认真贯彻执行国家有关质量管理法规，以世界先进技术和管理经验为支撑，对建设工程质量实施全过程监控，确保主体工程质量“零缺陷”，竣工工程验收一次合格率100%，并满足设计开通速度要求。2、建立质量保证体系为了确保我部质量目标，我项目部设立质量检查组织机构，积极配合监理工程师的工作，严格按照规范施工。质量保证体系框图附后。2.1质量检查程序甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案班组自检→填写原始记录↓↓ 相关班组互检→填写互检表↓↓质检员检查→填写检查记录↓↓约请监理工程师←质检工程师检查↓监理工程师检查验收2.2设置专职质量管理机构和制度1）机构：项目部设专职质量检查员，负责本管辖的工程质量检查和质量管理工作，工班长负责本班的工程按合同技术规范要求施工，搞好本班的自查和互检工作。2）制度：工序之间的质量检查，要严格按技术规范进行，上道工序不检查签认，下道工序不准进行，要严格执行工序之间的交接、签认手续，本级不合格的工程项目不准呈报上一级的质检人员检查、验收。六、安全保证措施甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案认真贯彻“安全第一、预防为主”的方针是每一级领导和全体职工首要任务。进一步加强施工生产安全管理工作，落实安全工作要点，确保安全生产，预防人身安全事故的发生。1、建立以项目经理、技术负责人、专职安全员和班组长等，明确安全生产，岗位落实，“谁负责生产，谁负责安全”的责任制。2、严格执行各项安全管理制度和操作规程。施工安全第一的原则尤其重要，在工地树立醒目的安全操作规定标牌，要求书写标准、内容切实可操作；进入现场，无论何人必须戴安全帽，高空作业要有安全设施，严禁酒后上岗。3、要做到安全工作，日日讲，时时查，加强安全教育，提高每个人的安全意识，在生产协调会和技术交底会上，要把安全生产工作作为首要工作布置和检查，积极开展“安全日”、“安全周”宣传活动和“百日无事故”安全生产竞赛活动。项目部组织定期的安全生产大检查，对安全隐患责令限期整改。4、工程开工前，必须根据图纸和资料，查清工地现场地下隐埋管道、电源、地下水位、文物和一切公共结构物等，并在隐埋建筑物上标出其范围，并树立醒目的标志牌。5、现场施工用电要合理布置，高压配电室处设置醒目标志，防止触电事故。配电盘要防止雨淋、日晒。6甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案、施工现场、料库及材料堆放地，机械存放及维修车间均应配备灭火器具，杜绝隐患。7、在每个分项工程开工前，都要制定详细的、切实可行的安全施工技术方案。七、施工环保、水土保持措施1、环境保护计划的主要内容包括：污染治理计划(甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案项目包括防治废气、废水、固体废物和噪声)；污染排放控制计划；污染源考核计划；建设项目环境影响评价和“三同时”计划；建设具有普遍的推广价值的环境保护示范工程。2、实施环境保护计划的主要措施是逐级建立环境保护目标责任制度。责任书的主要内容包括：环境保护工作的目标；环境保护计划中的各主要指标；实施环境保护计划管理所采取的措施；落实责任书的有关考核奖惩要求；并从沿线地表植被、野生动物、自然保护区、自然景观、河流水质保护等方面量化具体环保要求。3、环境保护目标责任书实行层层签订，将环保责任逐级分解落实到经理部、作业队以至个人。年终公布目标责任书考核结果，并兑现奖惩。4、环境保护计划工作安排专人负责，经常了解和检查环境保护计划的执行情况，定期组织开展对环保计划人员的培训，认真作好环保计划各项指标的统计。5、针对施工过程中产生的噪音，对动植物和人体损害均较大，为了保护环境，应尽量减少噪音污染，避免夜间作业。对机械设备产生的超分贝噪音利用消音设备减噪。6、施工营地生活废水就近排入不外流的地表水体，对于含沙量大且浑浊的施工生产废水，采用沉砂池处理后再排放，含油废水经隔油池处理后排放，防止油污染地表和水体。甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案7、施工营地设置集中垃圾收集地，设专人管理，经无害化处理后排放，定期填埋，严禁就地焚烧。对营地生活垃圾（包括施工废弃物）集中装运至指定垃圾处理场处理。对不能处理的垃圾拉到设有处理设施的厂处理。八、冬季和雨季的施工安排甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案1、冬季施工安排1.1施工准备我项目部及时掌握天气预报的气象变化趋势及动态，针对人员、材料、机械设备及施工工艺做好有针对性的预防方案和准备工作，以利于安排施工。1.2冬季施工物资准备根据本工程施工的具体情况，确定冬季施工需要的本段所需物资，制定相应的物资和机械储备和保养工作计划。检查职工住房及仓库是否达到过冬条件，及时按照冬季施工保护措施施作过冬篷，准备好加温及烤火器件。施工机械加强冬季保养，对加水、加油润滑部件勤检查，勤更换，防止冻裂设备。在进入冬季前对所有机械设备作全面的维修和保养，做好油水管理工作，结合机械设备的换季保养，及时更换相应牌号的润滑油；对使用防冻液的机械设备确保防冻液符合当地防冻要求；未使用防冻液的机械设备要求采取相应的防冻措施（可采用停机后排放冷却水或进入暖棚车间内）。各种车辆使用的燃油，要根据环境气温选择相应的型号，冷车起步时，要先低速运行一段路程后再逐步提高车速，已减少机械故障。1.3冬季施工甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案水泥、砂、碎石均存放在防寒棚内，水进行预加热，砼搅拌时间适当延长，浇筑完成后，采用塑料薄膜和厚草帘覆盖。冬季施工阶段用硅酸盐水泥，且水泥强度等级不低42.5。砼浇筑尽量安排在白天的高温时段进行。冬季施工时，根据热工计算对砂、石、水进行预热、加温，保证入模温度。砼施工做到连续灌注，减少施工缝。拆模后，做好模板的砼保温保养。2、雨季施工安排2.1准备工作雨季施工主要以预防为主，采用防雨措施及加强排水手段，确保雨季正常进行施工，不受季节性气候的影响。开工前及时掌握天气预报的气象变化趋势及动态，以利于安排施工，做好预防准备工作。雨季的重点放在道路运输以及如何保证施工效率等问题采取有效措施，做到雨季施工的连续性。对施工现场及构件生产基地根据地形，对场地排水系统进行疏通，以保证水流畅通，不积水，并防止周围地面水倒流进入场内。甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
“兰山人家”挡土墙施工方案主要运输道路路基碾压坚实，道路两侧排水系统完善，保证不堵、不积和冲刷路面。雨季施工由专人负责天气预报，及时传递雨情，根据天气趋势预报，合理安排工序，进行适合于雨季施工项目的安排，提前做好防护工作。2.2机电设备防护措施机电设备的电闸箱或开关采取进盒和搭篷等防雨、防潮措施，并安装接地保护装置。2.3材料保障措施雨后砂、石含水量增加，砂浆及砼配合比在重新测定砂、石含水量后，做必要的调整，以保证砼的质量。水泥堆放在防雨棚内，底面铺垫木枕或方木并铺设防水雨布，以免受潮。所有的材料及机具置放在较高处，必要时支挡篷布防雨，并在地面上设挡水和排水设施。内部资料，请勿外传！甘肃滕泰公路建设有限公司“兰山人家”项目经理部24
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