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'重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页1、编制依据1、重庆世纪城A区B组团施工组织设计2、重庆世纪城A区B组团施工图纸3、《高层建筑混凝土结构技术规程》JGJ3-20024、《混凝土泵送施工技术规程》（JGJ/T-95）5、《硅酸盐水泥、普通硅酸盐水泥》（GB175-1999）6、《混凝土外加剂》（GB8076-87）7、《混凝土外加剂应用技术规程》（GBJ119-88）8、《普通混凝土配合比设计规程》（JGJ55-95）9、《混凝土结构工程施工及验收规范》（GB20504-2002）10、《普通混凝土用碎石或卵石质量标准及检验方法》（JGJ53-92）2、工程概况2.1重庆世纪城A区B组团位于重庆市巴南区，尨洲湾新区，西临龙海大道，交通便捷。总建筑面积178851.16平方米。地下室一层战时为人防地下掩蔽室，住宅之间为地下车库。楼别各楼建筑面积地上部分面积地下部分面积层数层高17-18#楼13733.9㎡13255.27㎡478.63㎡32/-196.3m19#楼13807.47㎡13255.27㎡552.2㎡32/-196.3m20#、23#、24#楼10601.13㎡10097.33㎡803.8㎡21/-172.3m21#楼9226.33㎡8619.23㎡607.10㎡16/-148.3m22#楼18850.26㎡18036.44㎡813.82㎡24/-172.3m25#楼12951.67㎡12273.42㎡648.25㎡18/-154.3m福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页26#楼10934.89㎡10256.64㎡678.25㎡15/-145.3m27#楼5646.09㎡5325.74㎡320.35㎡18/-154.3m28#楼11238.38㎡10624.22㎡614.16㎡18/-154.3mB组团车库27282.16㎡/27282.16㎡-13.4m主体结构设计使用年限50年，结构安全等级二级，剪力墙抗震等级三级（26层以上）、四级（26层以下），±0.00以上砼结构环境类别一类，地下室及屋面露天构件砼机构环境类别二类a。基础形式：柱下独立基础、墙下条形基础及人工挖孔桩。主体结构：剪力墙短肢结构2.2施工各部位混凝土设计强度等级（见表2-1）砼强度等级概况表表2-217#～19#楼地下1层1-5层6层7-22层23-顶层桩身及护壁C30垫层C20承台C30地梁C30墙C35C35C30C30C25柱C35C35C30C30C25梁C30C30C30C25C25板C30C30C30C25C25楼梯C30C30C30C25C2520#、23#、24#楼地下1层1-2层3-6层7-顶层桩身及护壁C30垫层C20承台C30地梁C30墙C35C35C30C25柱C35C35C30C25梁C30C30C25C25板C30C30C25C25楼梯C30C30C25C2521#楼福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页地下1层1层2层3-7层8-15层顶层桩身及护壁C30垫层C20承台C30地梁C30墙C30C30C30C30C25C25柱C30C30C30C30C25C25梁C30C30C25C25C25C25板C30C30C25C25C25C25楼梯C30C30C25C25C25C2522#楼地下1层1-2层3层4-7层8-顶层桩身及护壁C30垫层C20承台C30地梁C30墙C35C35C35C30C25柱C35C35C35C30C25梁C30C30C25C25C25板C30C30C25C25C25楼梯C30C30C25C25C2525#楼地下1层1层2-7层8-顶层桩身及护壁C30垫层C20承台C30地梁C30墙C30C30C30C25柱C30C30C30C25梁C30C30C25C25板C30C30C25C25楼梯C30C30C25C2526#楼地下1层1层2-6层7-顶层桩身及护壁C30垫层C20承台C30地梁C30墙C30C30C30C25柱C30C30C30C25梁C30C30C25C25板C30C30C25C25楼梯C30C30C25C25福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页27#楼地下1层1层2-7层8-18层桩身及护壁C30垫层C20承台C30地梁C30墙C30C30C30C25柱C30C30C30C25梁C30C30C25C25板C30C30C25C25楼梯C30C30C25C2528#楼地下1层1层2-7层8-顶层桩身及护壁C30垫层C20承台C30地梁C30墙C30C30C30C25柱C30C30C30C25梁C30C30C25C25板C30C30C25C25楼梯C30C30C25C253、施工部署3.1施工总部署由于本工程工期紧张，只有充分协调好结构期间的施工才能保证工期，而混凝土泵送又是结构施工中保证混凝土质量、加快施工进度的关键工序。为3.2施工流水段的划分楼号轴线备注第一流水段第二流水段第三流水段A区B组团17-19#楼1-17轴17-28轴/2段20#、23#、24#楼1-21轴21-41轴/2段福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页21#楼1-19轴19-37轴/2段22#楼1-14轴14-27轴27-42轴3段25#、26#楼1-15轴15-29轴29-43轴3段27#楼1-12轴12-21轴/2段28#楼1-21轴21-41轴/2段3.3施工方法3.3.1基础垫层及基础底板采用混凝土汽车输送泵；3.3.2墙体混凝土浇筑采用混凝土输送地泵及布料杆，汽车输送泵配合使用；3.3.3楼板混凝土浇筑采用混凝土输送地泵及布料杆，塔吊运输配合。4、施工准备4.1技术准备4.1.1组织施工管理人员学习图纸、工程规范、施工质量检验评定标准及图集，加强对方案可行性的研讨，掌握施工的工艺流程、施工方法和技术要求，明确施工部位及质量标准。4.1.2组织施工管理人员对操作人员开交底会，进行上岗前培训，对方案进行技术安全交底，明确施工部位、施工工序流程、技术要求及质量标准，并对操作者进行书面交底。4.1.3明确各分部、分项工程技术负责人员及其岗位职责，要认真执行质量“三检制”检验制度，做好安全检查工作，消除质量、安全事故。4.1.4福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页做好交接检，双方工长签字认可，工长做好施工日志，资料员做好每日现场的技术资料整理工作。4.2机具准备混凝土输送泵、输送管和配件、布料杆、混凝土搅拌运输车、插入式振捣器、木抹子、长抹子、水管。根据施工现场的楼体的几何形状及施工现场及区内道路的特点，混凝土输送泵的布置力求距离浇筑地点近，便于配管，混凝土运输也方便。为了保证混凝土浇筑的连续性，使混凝土搅拌运输车能在泵料斗处连续交替卸料，混凝土输送泵布置在施工现场及施工道路较开阔处。4.2.1混凝土输送泵的选择4.2.1.1混凝土输送管水平长度的确定（见表4-1）表4-1类别单位规格水平换算长度（m）向上水平管每米125mm4弯管每根90°R=1.0m9软管每5~8m长一根20本工程建筑高度为96.30m，泵管径取为125mm，换算成最大水平输送距离约为：L=96.30×4+9×5+20=450.2m4.2.1.2混凝土输送泵的最大水平输送距离ΔPH=2[K1+K2（1+t2/t1）V2]α2/r0K1=（3.00-0.01S1）·102=（3.00-0.01×180）·102福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页=120（Pa）K2=（4.00-0.01S1）·102=（4.00-0.01×180）·102=220（Pa/m/s）ΔPH=2[120+220×（1+0.3）×2]×0.9/0.0625=19929.6（Pa/m）Lmax=Pmax/ΔPH=9×106/19929.6=451.6m式中：Lmax——混凝土输送泵的最大水平输送距离（m）；Pmax——混凝土输送泵的最大出口压力（Pa）；取9Mpa；ΔPH——混凝土在水平输送管内流动每米产生的压力损失（Pa/m）；R0——混凝土输送管半径（m）；K1——粘着系数（Pa）；K2——速度系数（Pa/m/s）；S1——混凝土坍落度（mm）；t2/t1——混凝土泵分配阀切换时间与活塞推压混凝土时间之比。一般取0.3；V2——混凝土拌合物在输送管内的平均流速（m/s）；取2m/s；α2——径向压力与轴向压力之比，对普通混凝土取0.90。4.2.1.3混凝土输送泵的泵送能力验算福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页（1）L11540（N），满足强度要求。通过以上计算模板和支撑有足够的强度、刚度和稳定性，满足施工要求。同时要检查模板下口、洞口及角模拼接处是否严密，边角柱加固是否可靠，各种连结件是否牢固，布料设备不得碰撞或直接搁置在模板上，布料杆下的模板和支架要加固。4.5.2福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页钢筋的检查：检查结构钢筋骨架绑扎得是否正确，由于是隐蔽工程，在浇筑混凝土之前要进行验收，并由监理签字验收。板和大体积整体结构得水平钢筋骨架，设置足够得钢筋撑脚或钢筋支架，以支撑上部钢筋网片，并通过火烧丝与上层水平网片绑扎牢固。钢筋骨架重要节点采取加固措施，暗柱插筋在外伸部分加一道φ12定位箍筋，按图纸位置放好，墙体插筋外伸部分采用加一道通长定位梯子筋固定。4.5.3检查混凝土泵或泵车得放置处是否稳定：由于混凝土泵或泵车在泵送混凝土时都由脉冲式振动，如泵或泵车放置处有坡度，则有可能因泵送时得振动而使混凝土泵或泵车滑动，所以应将泵体垫平固定。混凝土泵车要将外支腿伸出并支撑于地面，必要时支腿下加设垫木扩大支撑面积，以防泵车回转或使用布料杆浇筑混凝土时支腿不均匀下降而导致泵车不稳定。4.5.4检查混凝土泵和输送管4.5.4.1泵车进工地前，操作工必须对各部分进行检查，确认没有问题后才能发动引擎，发动至少要在泵送前20分钟进行，让各部分充分运转，特别是在气温低的时候，应让液压箱内的油温上升到20℃（工作温度20℃~60℃）方可进行正式泵送。4.5.4.2正式泵送前应让活塞运转5~10分钟，以便自动泵油机构将润滑油送入各需要润滑的部分。4.5.4.3正式泵送混凝土前应注意泵车的操纵开关是否在OFF（停）的位置，并把输出量调整手柄摇向10m3/h福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页的位置，（这样可使泵车在低负荷的状态下启动），同时把活塞伸缩阀关紧，把运转阀全部旋开，当发动机启动后，把分动器拉杆拉起来，并挂入第五档，挂上离合器后，油泵转速为1400~1500r/min，方可开始压送。4.5.4.4泵车管道的安装，必须注意走近路，少转弯。平送管道和垂直管道要求装得短而直，这样安装可减少泵车压送时得工作负荷，减少泵车各部分得损耗，同时由于管道“短”、“直”，混凝土坍落度损失小，有利于泵车顺利压送混凝土，提高混凝土得浇灌质量。4.5.4.5无论是平管还是垂直导管都要可靠牢固的固定在支撑件上，特别是垂直管更应注意，松动会造成磨损，加剧导管的破坏事故。4.5.4.6检查管道安装及固定地点位置是否合理，放置急转弯（弯曲半径不应小于0.5m）。4.5.4.7注意接头是否严密。4.5.4.8管道、配件应有备品，可随时更换。4.5.4.9垂直管的下端应安置断流阀，防止混凝土倒流。4.5.4.10泵机与浇筑点要求有联络工具，信号要明确。4.5.5组织方面的准备混凝土泵送现场统一指挥和协调，以确保顺利进行泵送。对混凝土泵的操作人员要专门培训，持证上岗。保证运输道路的畅通，保证水、电的供应，备用混凝土泵车到位，指挥人员、管理人员和操作工人已到位。5、施工方法和技术要求5.1施工工艺流程图福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页砼的搅拌砼的运输作业准备泵送设备的就位与安装砼的泵送、浇筑拆模、养护5.2泵送混凝土的配合比要求5.2.1混凝土的可泵性混凝土拌合物在泵送过程中，不离析、粘塑性良好、摩阻力小、不堵塞，能顺利沿管道输送的性能。混凝土可泵性可用压力泌水实验结合施工经验进行控制。5.2.2坍落度的选择泵送混凝土的坍落度的要求对不同泵送高度有不同的要求。不同泵送高度入泵时砼坍落度选用值表5-1泵送高度（m）30以下30~6060~100100以上坍落度（mm）100~140140~160160~180180~200根据上表中混凝土坍落度选用值及考虑运输中混凝土坍落度的损失，泵送管中混凝土坍落度的损失；再根据现场浇筑部位的不同，要求混凝土运输罐车到现场时坍落度一般为180±20mm。5.2.3水灰比泵送混凝土的水灰比为04~0.6。5.2.4砂率泵送混凝土的砂率为38%~45%。5.2.5水泥用量福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页最小水泥用量为300kg/m3（大体积为200kg/m3）。5.2.6外加剂用量由混凝土搅拌站试验确定。5.3泵送混凝土的供应本工程所使用的泵送混凝土由北京虎跃混凝土有限公司火车头分公司提供，要求搅拌站混凝土能够随时跟随我方指挥连续不间断、均衡的供应的施工现场，以确保泵送混凝土顺利的进行。5.3.1泵送混凝土的拌制泵送混凝土采用预拌混凝土，在搅拌站制备，用混凝土搅拌车运至施工现场，所以泵送混凝土的质量容易保证。5.3.2泵送混凝土的运输混凝土搅拌站采用具有搅拌装置容积为6~8m3的罐车进行运输，运输途中，搅拌筒以3~6r/min的缓慢速度转动，不断搅拌混凝土拌合物，以防止产生离析现象。掺减水剂泵送混凝土运输延续时间（min）表5-2气温（℃）砼强度等级≤25℃>25℃≤C3012090>C3090605.3.3混凝土的运输要求5.3.3.1现场行车道的设置应满足罐车行走要求，并应满足重车行使要求。5.3.3.2车辆出入口处，设置交通安全指挥人员。5.3.3.福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页3夜间施工时在交通出入口和运输道路上，应有良好照明。危险区域，设警戒标志。5.3.3.4混凝土搅拌运输车在运输车前装料前，必须将拌筒内积水倒净。运送途中，严禁往拌筒内加水。5.3.3.5喂料前，中、高速旋转拌筒，使混凝土拌和均匀。喂料时，反转卸料配合泵送均匀进行，且使混凝土保持在集料斗内高度标志线以上。5.3.3.6中断喂料作业时，使拌筒低转速搅拌混凝土。5.3.3.7混凝土输送泵进料斗上，安置网筛并设专人监视喂料，以防粒径过大骨料或异物入泵造成堵塞。5.3.3.8混凝土搅拌运输车喂料完后，及时清洗拌筒并排尽积水。5.4混凝土泵送5.4.1泵送过程中，料斗中要有足够的混凝土，不得吸空，吸空易使导管堵塞。5.4.2泵送过程中严禁加水，严禁泵空。5.4.3开泵后，中途不要停歇，并要有备用泵机。5.4.4泵送过程中由专人巡视管道，发现漏浆、漏水及时修理。5.4.5泵送过程中，注意堵塞现象，堵塞点在泵送时出现较明显的振动，敲击时堵塞点的声音闷暗，泵机上压力表上升。5.4.6泵送混凝土将结束时，要考虑混凝土数量，掌握泵送量，避免管内的浆过多。5.4.7洗管：5.4.7.1洗管前，预先准备好排浆管，不得将洗管浆灌入已浇好的成品上。5.4.7.2洗管前先行反吸，以降低管的压力。福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页5.4.7.3洗管时，可从进料口塞入海绵球或橡胶球，按机种水或压缩空气将存浆推出。5.4.7.4洗管时，布料杆前方严禁站人。5.5混凝土的浇筑5.5.1混凝土运输、浇筑和间歇时间混凝土运输、浇筑和间歇时间（min）表5-3气温（℃）砼强度等级≤25℃>25℃≤C30210180>C30180150当混凝土种掺加了外加剂时，夏季混凝土初凝时间不小于4h，终凝时间不小于10h。5.5.2浇筑施工要点在施工时一般要求混凝土连续浇筑，不留施工缝。如必须留置施工缝时，应征得设计得同意，并应符合《混凝土结构工程施工及验收规范》（GB50204—2002）的规定。大体积混凝土在浇筑过程中应注意满足以下要求。5.5.2.1在浇筑过程中应控制混凝土的均匀性和密实性，混凝土拌合物运到现场后，要求混凝土立即浇筑入模。5.5.2.2混凝土自由下落高度不得超过2m，如超过2m，应采用串筒或溜槽，以保证混凝土拌合物不发生离析。5.5.2.3采用分层浇筑时，每层厚度不得超过50cm，以保证能够振捣密实。5.5.2.福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页4分层浇筑混凝土时，要在下层混凝土凝结前，保证将上层混凝土浇筑并振捣完毕，要求上下层浇筑的混凝土配合比保持一致。5.5.2.5保持供料平衡，以确保混凝土浇筑连续施工。5.5.2.6浇筑过程中，应随时观察模拌、支架、钢筋、预埋件和预留孔洞的情况，当发生变形、移位时，立即停止浇筑，并立即采取措施在已浇筑的混凝土凝结前修正完好。5.5.2.7浇筑温度不宜超过28℃，浇筑间歇不得超过3h，对接缝处要仔细振捣，以求密实。待1~2h后再进行抹压收光，以防出现施工缝。终凝后，即进行养护，其养护不得少于14天。5.5.3基础底板大体积混凝土浇筑方法浇筑顺序：基坑东西各布置一台汽车泵，混凝土浇筑从两侧向中间进行。可根据两道后浇带位置分为3段浇筑。采用斜面分层浇筑法：要求上层混凝土在初凝前就被上一层混凝土拌合物覆盖并振捣成为一体，所以要求混凝土按不小于下述浇筑量进行浇筑。Q=S·H/TQ=30.10×18.30×0.45/3Q=82.6m3式中：Q——混凝土最小浇筑量（m3/h）；S——混凝土浇筑区的面积（m2）；H——浇筑层厚度（m）；T——下层混凝土拌合物从开始浇筑到初凝为止所容许的时间间隔（h）。福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页分层浇筑厚度为45cm，每层时间控制在3h以内，底板每段约为30.10×18.30m。每层混凝土浇筑按1：5~1：6的坡度斜向推进，推进层厚度0.45m。由于泵送混凝土坍落度大，混凝土斜坡摊铺较长，故混凝土振捣工作从浇筑斜面的坡脚和坡顶同时向坡中振捣，振捣棒必须插入浇筑层内50~100mm，使层间不形成混凝土缝，结合紧密，成为一体。5.5.4墙体混凝土浇筑在混凝土浇筑前，钢筋隐检及各专业核查合格后，布料杆已就位，布料杆放在每段流水段的居中位置，泵管固定在支架上，泵管下垫木方，夏季覆盖麻袋片并浇水湿润，进行混凝土浇筑时墙体新混凝土与下层混凝土结合处，剔毛露出石子，再在底面上均匀浇筑50mm厚与墙体混凝土同强度水泥砂浆，以提高新旧混凝土结合面的粘结力。混凝土应分层浇筑振捣，每层厚度约50cm左右，第一次浇筑厚度为40cm，混凝土下料点应分散布置，浇筑混凝土应连续进行，三班连续作业，间隔时间不应超过2h。接茬处混凝土应加强振捣，以达到接槎严密，落地的混凝土应及时清理。洞口混凝土浇筑时，使洞口两侧混凝土高度大致相等，振捣时振捣棒距洞口边300mm以上，由两人两支振捣棒同时在洞口两侧振捣，避免洞口位置位移。混凝土墙体浇筑完毕后，将上口甩出的钢筋及时整理，以免上一层钢筋发生较大位移，给钢筋隐蔽工程造成不必要的麻烦。然后用木抹子按标高将混凝土表面找平，所有穿墙螺栓全部埋入混凝土中。墙体混凝土拆模后，及时修整墙面与边角，喷水养护12h，浇水次数应保持混凝土具有湿润状态。福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页5.5.5顶板混凝土的浇筑浇筑前及时进行清理模板，预先泵车就位固定牢固，接好泵送管并用架子管做好支架，把泵管的固定在支架上，泵管下垫木方，夏季覆盖麻袋片并浇水湿润。用插入式振捣器振捣，应快插慢拔，插入点应均匀，逐步移动，顺序进行，不得遗漏，做到均匀振实，移动间距为30~40cm。浇筑混凝土应注意预留孔和预埋件，不应发生移动，振捣棒不应碰及预埋件和预埋管线，发生位移应及时纠正。混凝土浇筑完毕后，常温在12h以内覆盖草帘浇水养护，应使草帘保持湿润状态，养护期为7天。5.5.6施工注意事项5.5.6.1安设好结构模板和使用机具、工具，做好施工各岗位人员的安排和协调配合，在开始施工前应严格各行其责。5.5.6.2备好振捣机具和备用件，炎热高温下振动机具最易坏，并备温度计监测运至的混凝土的温度。5.5.6.3同浇灌混凝土接触的不同机具、工具、设备不得直接受太阳光直射，使用前和使用间歇用凉水冲洗降温和适当湿润。5.5.6.4用地下水润湿基层和侧模，然后再浇筑底板混凝土。5.5.6.5预先再底板四周的外模上留设泄水孔，在混凝土浇筑前应清理畅顺，以便混凝土表面泌水排出。当混凝土浇筑到尾声时，将混凝土泌水排集到模板边，使之缩小为水潭，然后用软轴泵将水抽出。浇筑过程中泌水要及时处理，以免粗骨料下沉，混凝土表面水泥砂浆过厚，致使混凝土强度不均而产生收缩裂缝。5.5.6.福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页6混凝土浇筑振捣到找平标高后，待混凝土收水初凝时，用铁抹子将其表面认真压光两遍，并在混凝土上覆盖保温材料前，再次检查表面是否有龟裂，若有再用铁抹子收缝抹压后再覆盖养护。5.5.7混凝土养护对夏季浇筑的大体积混凝土的养护是及其重要的，养护不及时，不但降低混凝土的强度，使水分快速蒸发，容易使混凝土内外约束力造成较大差异，产生收缩裂缝，有些裂缝向深度发展影响混凝土的耐久性，并导致腐蚀介质的侵入。5.5.7.1再混凝土修整作业完成后或初凝后进行养护炎热夏季应随抹随盖，先在混凝土盖一层塑料薄膜，然后再在塑料薄膜上覆盖一层阻燃草帘，60min后即可浇水养护，夜间应不间断，连续进行不小于14天，并派专人负责。5.5.7.2优先采用传统的直接喷洒养护，必须保证混凝土表面处于充分的湿润状态，同时严格遵守养护龄期的规定，养护不少于7天，基础抗渗混凝土养护不得少于14天。6、混凝土泵送质量保证措施6.1混凝土输送泵和泵车启动后，要先泵送适量的水以润湿混凝土泵的料斗、混凝土缸及输送管内壁等直接与混凝土拌合物接触部位。经泵水检查确认管内无异物后，泵送前要进行混凝土泵和输送管内壁润滑，采用方法为泵送与混凝土同配比的水泥砂浆。6.2开始泵送时混凝土输送泵要慢速、匀速，并随时可反泵的状态，待各方面情况正常后再转入正常泵送，长时间停泵，应每隔4~5min福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页开泵一次，使泵正转和反转各两个冲程。如停泵时间超过30~45min（视气温、坍落度定），要将混凝土从泵和输送管中清除。6.3向下泵送时，为防止管路中产生真空，混凝土输送泵启动时，要将设置再管路中的气门打开，待下游管路中的混凝土有足够的阻力对抗泵送压力时，方可关闭气门。6.4泵送过程中，要定使检查活塞冲程，不使其超过允许的最大冲程。6.5在泵送过程中，还要注意料车内的混凝土，要保持混凝土面不低于上口20cm，否则不但吸入空气效率低，而且易吸入空气形成阻塞。6.6当混凝土泵送管堵塞使，可采用下述方法进行排出：6.6.1使混凝土输送泵反复进行反泵和正泵，逐步吸出堵塞处的混凝土拌合物至料斗中，重新加以搅拌后再进行正常泵送。6.6.2用木锤敲击输送管，查明堵塞部位，将堵塞处混凝土拌合物击松后，再通过混凝土泵的反泵和正泵排除堵塞。6.6.3当采用上述两种方法都不能排除混凝土堵塞物时，可在混凝土泵泄压后拆除堵塞部位的输送管排除混凝土堵塞物后，再重新泵送。6.7泵送过程中的废弃的和泵送终止时多余的混凝土拌合物，应按预先确定的场所和处理方法及时进行妥善处理。7、安全文明施工7.1使用振捣棒应穿胶鞋，湿手不得触动开关，电源线不得有破皮，严防触电事故发生。7.2进入施工现场要戴安全帽。福建省中马建设工程有限公司
重庆世纪城A区B组团泵送混凝土施工方案第26页；共26页7.3浇水养护时应注意楼面上的障碍和洞口，拖移胶皮水管时不得倒退行走，以防止滑倒或坠落事故发生。7.4浇筑混凝土各部位时应有护身栏，注意安全。7.5严格按安全交底进行工作，非机电、架操作人员不得擅自动用设备。8、成品保护8.1浇筑混凝土工作中注意对钢筋、模板的保护；不得踩踏钢筋和改动模板。8.2保护好穿墙管、电线及预埋件的位置，防止振捣时位移。8.3不用重物冲击模板，不在梁和楼梯踏步模板吊帮上蹬踏，应搭设跳板，保护模板的牢固和严密。8.4要保护钢筋和垫块的位置正确，不得踩楼板、楼梯的弯起钢筋，不碰动预埋件和插筋。8.5混凝土浇筑振捣及完工时，要保证钢筋的正确位置。8.6已浇筑楼板、楼梯踏步的上表面要加以保护，必须在混凝土强度达到1.2MPa以后方准在上面进行操作及安装结构用的支架和模板。精品资料9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^v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