主体工程施工方案

'主体工程施工方案一、编制依据1、现行的有关国家标准、行业标准及省、市地方标准；2、施工图；3、建筑工程施工合同；4、本公司质量管理制度及质量管理标准；二、工程概况1、本工程计划开工时间为2005年5月28日，竣工时间为2006年7月1日。2、本工程包括3#、4#、7#、8#及地下车库工程。其中：3#为22层，4#为19层，7#为25层，8为#26层，另外8#一~四层为办公裙楼。3、工程建筑特征（1）、本期工程住宅楼地下1层、地上19~26层，标准层层高2.9m，平屋面。（3）、本工程为一类高层住宅建筑，6度抗震设防，耐火等级一级。（4）、屋面防水等级II级，有上人屋面和不上人屋面，采用倒置法施工，防水卷材（宽幅）1.5厚聚乙烯防水卷材。其中不上人屋面设30厚挤塑泡沫保温板。屋面排水均采用有组织排水，采用外落水方式。4、工程结构特征（1）、本工程采用剪力墙结构，地基基础设计等级为甲级。（2）、剪力墙抗震等级为二级；地下室剪力墙抗震等级为二级；剪力墙端柱抗震等级为二级。（3）、砼结构环境类别：室外地坪以上为一类；以下为二类a种。（4）、本工程环境等级：±0.000以下二a级，±0.000以上一级。（5）、砌体施工质量控制等级为B级。（6）、砼强度等级：一层~五层楼面采用C40，五层~十层采用C35，十层以上部位采用C30，室外地坪以下砼抗渗等级为S8。（7）、墙体材料采用粘土多孔砖及轻质砌块。±0.000以上采用M7.5混合砂浆砌筑，±0.000以下采用M10水泥砂浆砌筑。三、主体结构阶段施工过程第43页共43页 墙柱钢筋电渣压力焊接→墙柱钢筋绑扎→墙柱及梁板模板支设→梁板钢筋绑扎→水电预埋穿插施工→砼浇筑→养护放线→上层结构施工。四、各子分部分项工程施工方案◆施工测量方案一、测量依据1、各级施工测量规范和规程（1）、中央各部委颁发的有关规范，如《工程测量规范》、《城市测量规范》等。（2）、建设部颁发的有关规范和规程，如《工业与民用建筑工程地质勘察规范》及各种工程施工及验收规范等。2、依据业主提供的施工总平面图上拟建的各单体建筑物的坐标、基线、基点的相关数据，及相对标高参照点。3、根据业主提供的城市导线点、红线桩点（界地桩点）、水准点等。4、施工图：本工程根据业主提供的施工总平面图所标示的各种起始测量控制点，同时我们将依据总平面图及施工图上各种尺寸关系，进行施工控制网的布置。二、测量原则1、整体控制局部：这是一切测量工作的通则，若不遵循这一原则，而试图以局部控制整体，会导致测量误差超限、建筑物位置不准等后果。2、高精度控制低精度：不同等级的测量必须配备不同等级的仪器和工具，逐级控制才能确保施测精度。3、长方向、长边控制短方向、短边的原则。三、施工测方案的基本内容1、建立平面控制网及高程控制网。　根据现场及周围环境，设立施工测量轴线控制，布置轴线控制网点。2、加工测量轴线控制网点的布设，应满足建筑物施工定位放线和技术复核方便的要求，并与总平面图相配合，以便在施工过程中保持有足够数量的控制点，为施工定位测量及技术复合提供基准点。第43页共43页 3、施工轴线控制网的测量，应按先整体后局部的程序进行，用经纬仪、水准仪、钢尺进行网点的测设。本工程须测设场区平面控制网，作为场区的整体控制，它是建筑物平面控制的上一级控制，应结合建筑物平布置的图形特点来确定这种控制网的图形，可布置成建筑方格网。4、建筑方格网应在场区基本平整完成后，在总平面图上进行设计，其设计原则如下：（1）、方格网的主轴线考虑选择在场区主楼东西向及南北向的重要的几条轴线。其纵横轴线的端点应尽量延伸至场地边缘，这样既便于方格网的扩展又能确保精度均匀。（2）、方格网的顶点应布置在通视良好又能长期保存的地点。（3）、方格网的边长不宜太长，一般小于100M，为便于计算和记忆，宜取10M的倍数。（4）、轴线控制桩应尽量投测在方格网边上。（5）、方格网全部施测完成后，采用将单体建筑一次性定位的方法来检验其准确性，对于未进行平差的方格网是一种较好的检验方法。建筑方格网的测设方法是先测设主轴线，后加密方格网，并按导线测量进行平差。5、高程控制由于本工程占地面积较大，高程控制宜建立高程控制网，它是建筑场区内建筑物高程测设和传递的基本依据。高程控制网布点的密度应恰当，每单体应设置２～３个点。其测量方法可采用水准测量和光电测距中的三角高程测量方法。四、施工测量实施方案1、建筑物的定位放线（1）、建筑物定位应以其平面布置形式和占地面积大小不同而异：本工程以建筑红线桩定位，应根据总平面图，结合现场情况或以原有建筑红线为依据，并应以较长的已知较长的已知边测设较短边。（2）、定位的方法，在控制网上测定建筑物轴线控制桩。第43页共43页 2、基础施工测量基础施工测量包括基槽开挖的抄平放线、基础放线、±0.000标高以下的抄平放线。3、结构施工测量（1）、控制方法：在基础完成后，将定好位的轴线控制线标于地面上，并做永久固定点。用垂准仪进行投放，线垂复核。外墙转角处引线应逐层进行，以便放线时进行核对，及对外墙垂直度的控制。（2）、工艺流程：施工准备→选取控制点→建立轴线控制网→仪器安平→垂直轴线的引伸→各层楼面放线→分段投测→校核。4、水平标高测量：（1）、本工程单体面积较大，为保证整栋建筑物的标高一致性，应根据确定的水准点或已知高程点统一引测，引测高程可用符合法或往测法，闭合差不应超过±√n（n为测站数），或±√Lmm（L为测线长度，以km为单位）。现场的已知水准点（包括引测后的水准点），应有可靠的保护措施，不致发生沉陷或变位。根据已知水准点，引测并建立建筑物标高控制网，水平控制网点沿建筑物四周环向布置。标高控制点引测时，仪器宜在两测点间等距安放，并进行环向闭合差校核。（2）、上部结构水平标高控制：沿结构外墙四周设置环向±0.000基准线，用墨线弹出，在主要轴线处用红漆标出三角标号，当结构逐层向上施工时，作为水平基准点，用钢尺逐层向上垂直引测，为减少积累误差，每层向上引测时均从基准线（点）开始。标高的竖向传递，可用钢尺以首层±0.000线为基准向上竖直量取。当传递高度超过钢尺整尺长时，应另设一道标高起始线。为了便于校核，每栋建筑物应由3处分别向上传递标高。五、测量精度要求1、垂直测量精度要求：层间垂直度测量偏差不应超过3MM。建筑全高垂直度测量偏差不应超过20MM。2、水平标高测量精度要求：层间测量偏差不应超过±3MM。建筑总高测量偏差不超过20MM。第43页共43页 对测量仪器的要求，采用光学经纬仪配弯管目镜，光学经纬仪采用2秒级（J2），工程水准仪（S3）即可。以上仪器应定期送有关计量检测中心进行测试鉴定。30-50米钢尺亦应定期进行校核。15kg大线锤可配05~0.8MM钢丝垂吊。六、施工测量要求：1、定位放线测量：测量前应绘制平面测量网点布置图，应预先进行各测点间的角度及长度计算，确定测量顺序及方法，然后才进行施工测量。2、施工测量应有专职测量技术人员负责，测量小组人员应固定，仪器应有专人使用及保管。施工测量放线应严格执行技术复核制度。3、每次测量应有书面测量记录，测量数据按实填写，有测量负责人签字。对测量记录应妥善保管，以备查用。七、沉降观测控制：1、沉降观察沉降观测工作对建筑物的作用是相当重要的，建筑物有可能发生突发性沉降及不均匀沉降，通过沉降观察的监督，可以采取对策防止和减轻不均匀沉降所造成的危害。产为以后相类似的工程沉降提供参考资料。因此沉降观察应由专人负责。2、沉降观测点的布置沉降观测点的数量及位置，应根据观测的目的和要求，以及场地的具体条件而定，同时还应考虑荷载分布、结构质量分布、建筑物体型和刚度、土质变化以及施工和使用中的因素，另外还应特别注意可能产生差异沉降的位置。其数量和位置应由设计在施工图中具体标出，如设计未标出，现场确定的位置应由设计和监理认可。沉降观测点一般设在距室外地＋500高左右，本工程做在标高-0.400m处。用Ф18园钢制成上弯钩状，红丹二度防腐处理，间隔≯15米一只。3、沉降点的观察次数沉降点在底层结构模板拆除后即可布设，完成后立即进行初次测量，以后结构每上二层测量一次，装饰阶段每两个月测一次，竣工后每年不得少于3~5次，第二年不得少于二次。则竣工后第一年测四次，第二年二次，第三年后每年一次，直至沉降稳定为止。4、沉降点的观察第43页共43页 观测前，必须检查水准点和预测点的埋设符合规定要求，是否有被破坏，松动等现象，应在标志稳定，可靠的情况下才能观测。观测开始前和观测条件改变时，必须把仪器暴露在现场条件下的10分钟后，才可以观测。观测视线不得穿越玻璃或烟雾。发现观测数据有误，或有怀疑时，必须重测并注明原因，不得凭记忆、结算等方面对观测数据进行改正。观测完毕，应在现场计算闭合关(要求用S型水准仪往返一次闭合观测，闭合差)，若闭合差越线，应立即进行重测。施工阶段中，每次观测还须记录施工进度情况或绘制施工状态示意图。5、如发现突然大量沉降或沉降不均匀，应立即上报有关部门，采取相应措施。具体平面布置图见附图：八、测量组和测绘仪器的配置根据本工程的施工测量工作量，设立现场施工测量组以3人组成为宜，设3组。测量仪器主要有苏州产的J2-2激光经纬仪，江苏产的自动按平水准仪，50米的长城牌钢卷尺等。◆模板工程㈠、模板工程概况1、本工程主楼包括3#、4#、7#、8#楼，结构为剪力墙，地下一层，地上19~26层。地下室墙高3.5m，底层层高3.2m，标准层2.90m。2、各砼构件的截面几何尺寸（1）、剪力墙：室外地坪以上外墙及±0.000以上内墙均为200mm。（2）、柱：截面尺寸分别为400*350mm、500*500mm、800*450mm，大小不等。（3）、梁：一般梁截面尺寸为250*370mm，局部截面尺寸为250*470mm、250*800mm。（4）、板：板厚分别为100mm、110mm、120mm、150mm。㈡、模板的配置1、使用材料模板采用18厚九夹板，木档采用50×100方木，支撑体系采用Φ48×3.5mm钢管扣件连接固定。第43页共43页 （1）、九夹板模板表面应平整光滑。有螺杆洞孔的模板修补平整，边角应方正。（2）、50×100方木规格及大小应基本一致，在使用时应予以选择，剔除变形较大的方木，这样的方木应使用到次要部位。（3）、模板在每次使用后应及时进行清理、维修，涂上专用脱模剂后待用。脱模剂不得采用废机油。2、模板的木档间距（1）、柱、墙模板木档分布间距250-300㎜，柱模木档要密一些。（2）、800高大梁木档间距350-400，250宽梁底模采用二根方木。（3）、楼板底模采用18厚九夹板，150现浇板厚木搁栅间距间距为300～350㎜，其他为350㎜。3、模板与模板间交接节点处理（1）、墙、柱阳角模板节点连接部位，板与木档错开20㎜拼接，做到垂直缝错缝，阳角缝包接，墙模板拼接时错开20㎜，木档将缝盖住。（2）、采用底模压侧模的方式，即：梁底模压在柱或墙模的侧模上；次梁底模压在主梁的侧模上；楼板底模压在梁、墙的侧模上，且与侧模做平，不可伸进侧模内。（3）主梁侧模进柱或墙的侧模，次梁侧模进主梁的侧模。4、模板的配置要求（1）、模板配置时应按相应砼构造截面尺寸小3㎜。（2）、墙、柱、梁所用的紧固螺杆的间距按翻样图的间距要求进行钻孔。（3）、剪力墙中门洞尺寸可稍偏大，但不可偏小。（4）、配模要注意节约材料，做到大材不小用，小材尽可能使用。（5）、凡模板易拆坏的部位，钻孔、插筋密集的部位，可以利用旧模板。㈢、模板的支撑体系1、一般结构的排架搭设，立杆间距1000×1000㎜。在框架梁的立杆处按二个方向加设剪刀撑作为整体排架的稳定性加固。模板支撑体系立杆验算见第八节。2、立杆采用二根搭接时，其搭接长度不小于1000㎜，端头距扣件不小于150㎜。第43页共43页 3、所有连接扣件的螺帽必须拧紧，防止扣件滑移。4、排架搭设第一排高度约1800㎜，同一排水平杆高度应一致，做到横平竖直，扫地杆离地200㎜。5、排架搭设和拆除应注意对楼地面的保护。整体排架在搭设和拆除的施工过程中钢管不可撞击地面，以免造成对楼面的破坏。㈣、施工方法1、地下室和楼层剪力墙模板的支设（1）、地下室外墙先支设导墙模板，支设前应在筏板的面层钢筋上放好控制线，并焊好安装模板的支架，支架的水平高度应一致，导墙模板采用止水螺杆紧固，可用钢管或木条做扶正拉接，导墙模应上下垂直，纵向应拉通线校直，以便为上部的外墙模板支设定位作好基准。（2）、外墙模板支设前在导墙上弹好水平控制线，使模板的下端对准控制线，这样才能确保模板上端在同一水平面上。（3）、导墙砼与外墙模板应紧贴，紧贴面贴泡沫条，以防止根部漏浆。（4）、模板支设应紧靠墙的限位钢筋，支设后拧紧螺杆，上下吊线垂直，模板上口应拉统线将模板校直。在拧紧剪力墙紧固螺栓时，必须按顺序进行。首先拧紧下部第一道螺杆，然后拧最上部螺杆，等上部模板拉统线校正后，最后再将中间螺杆徐徐拧紧。这样能确保墙面平整、不弯曲。如果一下子把中间螺杆拧紧了，那么上端模板就很难校正了。（5）、墙模板校正后采用钢管斜拉及排架连接扶正。（6）、凡外墙模板截面尺寸可小于设计值3㎜，但不能超过此值。为了确保上部柱、墙位置准确，通常在板面放控制线来控制外墙的位置。（7）、每层外模板上口离楼面5㎝，埋设好用以支撑上层的模板和紧固上层模板的下端，间距≤600㎜为宜。并在每层支模前贴上泡沫条。（8）、剪力墙、暗柱模采用M12-M14螺杆紧固，标准层剪力墙螺杆水平间距、上下垂直间距不大于450㎜，离门洞侧边80㎜为宜。其大角部位不能采用螺杆紧固时可采用双扣件锁紧，扣件要做到三敲三紧，然后用木楔塞紧。木方250～300间距设置。见图1、图2第43页共43页 （9）、内墙模板的高度在支模时收缩了10㎜，故其下口的缝隙应在支模完成后，用水泥砂浆嵌补严密。支模应保证模板顶面水平标高准确，使板模直接搁置在墙模板上，而不需另外垫补木条。第43页共43页 （10）、墙模板内不得有碎木块、木屑和其他垃圾，如有垃圾应及时清除，墙模板下口应留出50㎜的冲洗口，在砼浇筑前，将其密闭。（11）、对于剪力墙中砼垛头，一定要采取紧固措施，以免垛头在砼浇筑时移位。2、柱模板支设（1）、框架柱柱模板支设（主要在8#楼群楼部位，尺寸为600×600及400×400两种）。a、柱模板支设的准则：一般采用在柱纵筋上焊钢筋限位的方式。b、柱模支设应控制好顶端的高度，如果过高会将梁底模顶上去，造成梁底弯曲；如果低了，梁底和板底就会有空隙，造成节点不严密。c、框架柱模的紧固方法：一般采用双钢管加螺杆在四周箍紧，垂直间距为450。见图3d、框架柱模的垂直度检验：垂直吊线至少2个面，四个点，垂直度偏差小于3㎜；高度大于3.5M的柱模吊线时按上、中、下三点进行测量。柱模校正后与排架固定牢固。e、在砼浇筑前，应将柱底部的缝隙嵌补密实，保证不流浆。同时在支模时应考虑在柱模底部留出清洗口，把垃圾冲洗出来。3、梁模板支设第43页共43页 （1）、梁底模铺设前应控制好梁底模在排架搁置点的高度，当梁跨度大于4M时，可按1‰～3‰起拱；梁跨度小于4米时应略有起拱。梁的起拱应均匀一致。（2）、梁底模的位置是按下部楼面的梁的位置线垂直吊线上来，吊线位置正确后再将梁底模固定。（3）、梁高度大于700㎜时采用对拉螺杆紧固，外梁等高度大于600㎜时宜用螺杆紧固。见图5（4）、梁侧模使用的木档宽度应一致，使钢管围檩都能紧贴所有木档。当木档与梁侧支撑钢管间有空隙时，须用木楔塞紧，避免梁底角出现小胀模现象，梁底角保持顺直方正。（5）、在同一条直线上的梁底模、侧模都应拉统线校直，外侧模的上口应向内拉接加固，内倾2㎜以防止浇砼时向外胀模。（6）、电梯井梁模支设时，电梯井的洞口宁大勿小，一般误差为+20、-0，上下层梁必须上下垂直一致。4、楼板底模铺设第43页共43页 （1）、采用九夹板作模板，50×100mm木方及钢管作支承手段，50×100mm木方间距300～400mm，水平钢管@1000mm左右，悬挑板外侧上翘（相对图纸）5～10mm（根据悬挑长度酌情决定）。（2）、楼板底木搁栅面高度必须一致，这样模板铺设后板面才能平整。在铺设木搁栅时每个房间的中央应稍有起拱，模板面标高一定要控制好，不要出现偏低现象。（3）、板与板拼缝处，底板必须设有木档，不应出现亮缝。板缝之间贴胶带。（4）、小间块的板，模板宜采用数块九夹板拼合，而不宜采用独块九夹板铺设，否则会给拆模带来困难。（5）、板模与梁柱模的节点处应严密方正，转角到位；几何尺寸准确，边口顺直，模板不可咬进砼内。（6）凡凸出外墙内挑板、阳台均应做到上下层垂直一致。5、楼梯模支设（1）、在楼梯翻样时应考虑楼梯装饰层的厚度，在支踏步模时踏步模应向前推进一个装饰层厚度，以确保装饰后两踏步口能在一条直线上。（2）、楼梯休息平台梁，梁底模的标高一定要控制好，否则楼梯踏步会出现高低差，相邻踏步的高低差不应大于10㎜。（3）、楼梯梁板在配模时几何尺寸必须正确，特别是斜口板，应按几何尺寸制作。（4）、楼梯踏步板宜采用50厚木板制作，并应刨光，刷好脱模剂。（5）、楼梯斜底板模的支撑应与底板保持垂直，可防止支撑在浇砼时滑脱。（6）、楼梯支模的施工缝采用上三步的方式，宜在楼梯板负弯距筋的顶部设施工缝。同时在施工缝的底模上留设一块可移动的木板（宽度约50㎜左右），以便下次浇砼前清除垃圾，防止砼夹渣。可抽动的板不宜封闭太早，浇砼时封闭为宜。详图6：板式楼梯立模图第43页共43页 7、满堂架搭设：扫地杆沿房间四周搭设，水平杆离地1.8米设置一道，地下室水平杆二道。再上便是调平杆。立杆间距1000mm。剪刀撑每间单向设置（即每间设置两根斜杆，且分别沿南北和东西设置，大间须设置双向剪刀撑。悬挑部位须用水平杆与内侧房间水平杆拉牢，且设扫地杆并与内侧房间扫地杆连通，防止外倾。）㈤、模板支设应注意的问题1、柱模板支设应注意的问题：截面尺寸不准；砼保护层过大；柱身扭曲。防止方法：支模前弹线位置必须正确，偏位的柱筋要校正。墙、柱纵筋下部焊接限位钢筋，保证墙、柱底部位置准确，采用柱箍控制好上部墙、柱模的位置。第43页共43页 2、模板变形、胀模、漏浆的防止方法：严格按施工方案要求支设模板，确保模板的强度、刚度和稳定性。在模板接缝处粘海绵条密封，防止漏浆。3、防止柱、墙模内受到木屑、木块污染方法：禁止动力锯在作业层面上操作，在模板底部留置清扫口冲洗。4、建筑物外墙模板支撑体系不得支撑或拉接在外脚手架上，以防止模板支撑体系受到扰动。5、支设吊模如采用临时木撑头在砼中时，应在砼终凝前全部拔除，并用砼灌实。不得将木撑头遗留在砼中，特别是卫生间和天沟等容易积水部位。6、安装现浇结构的上层模板及其支架时，下层楼板应具有承受上层荷载的承载能力（即下层架体不能拆除）；上、下层支架的立柱应对准，并铺设垫板。㈥、模板安装质量验收1、模板安装应满足下列要求：（1）、模板接缝不应漏浆；（2）、模板与混凝土的接触面应清理干净并涂刷隔离剂；（3）、浇筑混凝土前，模板内的杂物应清理干净。2、对跨度不小于4M的现浇钢筋混凝土梁、板，其模板应按设计要求起拱；当设计无具体要求时，起拱高度宜为跨度的1‰-3‰（或按前述起拱）。1、固定在模板上的预埋件、预留孔和预留有余地洞口均不得溃漏，且应安装牢固，其偏差应符合下表—表（一）的规定。表（一）：预埋件、预留洞口的允许偏差项目允许偏差（mm）预埋钢板中心线位置3预留管、预留孔中心线位置3插筋中心线位置5外露长度+10，0预埋螺栓中心线位置2外露长度+10，0预留洞中心线位置10尺寸+10，0注：检查中心线位置时，应沿纵、横两个方向测量，并取其中的较大值。第43页共43页 4、现浇结构模板安装的偏差应符合下表--表（二）的规定。表（二）：现浇结构模板安装的允许偏差及检验方法项目允许偏差（mm）检验方法轴线位置5钢尺检查底模上表面标高±5水准仪或拉线、钢尺检查截面内部尺寸基础±10钢尺检查柱、墙、梁+4，—5钢尺检查层高垂直度不大于5M6经纬仪或吊线、钢尺检查大于5M8经纬仪或吊线、钢尺检查相邻两板表面高低差2钢尺检查表面平整度52M靠尺和塞尺检查注：检查轴线位置时，应沿纵、横两个方向测量，取其中的较大值。㈦、模板拆除1、模板拆除条件（1）、侧模在砼强度能保证其表面及棱角不因拆模而受损时方可拆除。（2）、底模及其支架拆除时的混凝土强度应符合设计要求；当设计无要求时，混凝土强度应符合下表--表（三）的规定。表（三）：底模拆除时的混凝土强度要求构件类型构件跨度（M）达到设计的混凝土立方体抗压强度标准值的百分率（%）板≤2≥50>2，≤8≥75>8≥100梁、拱、壳≤8≥75>8≥100悬臂构件-≥100第43页共43页 （3）、模板拆除所依据的强度应以现场自然养护试块抗压值为依据。2、模板拆除的控制措施模板拆除应由施工员向项目工程师递交书面申请，经项目工程师批准后方可拆模，未经批准，各施工班组不得擅自拆模，并承担由此而造成的后果。3、拆模的方法（1）凡临时支设在砼中的木撑头吊模应在砼终凝前拔除，并将砼补实，防止渗漏。（2）模板拆除应根据“先支后拆，后支先拆”的原则，掌握规律，循序渐进。（3）模板拆除时不得硬砸硬橇。（4）、拆模时应重视产品保护，不得任意损坏砼构件的棱角，对易受撞击的部位应加以保护。4、拆模的安全要求（1）、拆模要注意安全，加强对自身的保护，对高度够不到的部位，应搭设可靠的操作脚手。（2）、高处拆模时，下部不得有人作其他作业，以防受到坠落物打击。（3）、在建筑物边缘拆模时，下部应有防护措施，不得使模板或其他物体坠落到建筑物外边去，以防危及他人。（4）、支架拆除时不要一下子拆到底，防止顶模突然塌下。5、拆除下来的模板、支撑应将上面的钉子拔除，归堆整理。6、电梯井或其他井道支拆模时均应搭设脚手架并满铺竹笆片。㈧、模板的设计计算同基础工程施工方案。第43页共43页 ◆钢筋工程施工方案1、工程概况本工程的梁墙均采用平面整体表示法绘制，图集号为03G101-1《砼结构平面施工图整体表示方法制图规则和构造详图》。本工程钢筋主筋主要采用两种新技术进行连接:水平主筋在20以上(含20)全部采用直螺纹连接；墙、柱主筋14～18及框架柱主筋20全部采用电渣压力焊进行连接，其它规格钢筋对焊接或绑扎搭接。2、钢筋的连接（1）闪光对接焊①闪光对焊是将两根钢筋要放成对接形式，利用焊接电流能过两根钢筋接触点产生的电阻热，使金属熔化，产生强烈飞溅，形成闪光，迅速施工顶锻力完成的一种压焊方法，是电阻焊的一种。②工程上一般使用连续闪光对焊，其除常见的还有预热闪光焊，闪光—预热闪光焊等。适用于钢筋直径较小，钢筋级别较低的钢筋，所能焊接的钢筋上限直径与焊机容量、钢筋级别有关。连续闪光焊的工艺方法，将钢筋夹紧，在对焊机的钳口上，接通电源后，使两根钢筋端面局部接触，此时钢筋端面的接触点在高电流密度作用下迅速熔化、蒸发、爆破，呈高温粒状金属从焊口内高速飞溅出来，当旧的接触点爆破后，又形成新的接触点，这就出现连续不断的爆破过程，钢筋金属随之被烧损。为了保证连续不断闪光，随着金属烧损，需将钢筋连续不断送进（适应浇化速度）。钢筋经过一定时间的烧化，使其焊口达到所需要的温度，并使热量扩散到焊口两边，形成一定宽度的温度区，这时，以相当压力予以顶锻，将液态金属排挤在焊口之外，使钢筋焊合，并在焊口周围形成大量的毛刺，由于热影响区较窄，故在接合面周围形较小的凸起。（2）电渣压力焊①墙、柱主筋14～16及框架柱主筋16等竖向钢筋全部采用电渣压力焊进行连接。②电渣压力焊优点是节省钢材、工效高、速度快、成本低，适用于竖向钢筋。缺点是在供电条件差、电压不稳、下雨和防火要求高的场合不好使用。③第43页共43页 工作原理：钢筋电渣压力焊是将二根钢筋安放成竖向对接而成，利用焊接电流通过两根钢筋端面间歇，在焊剂层下形成电弧过程和电渣过程，产生电弧热和电阻热，熔化钢筋，加压完成的一种焊接方法。（3）直螺纹连接①采用钢筋剥肋滚丝机（型号JBG40），先将钢筋的横肋和纵肋进行剥切处理后，使钢筋滚丝前的柱体直径达到同一尺寸，然后再进行螺纹滚压成型。此法螺纹精度高，接头质量稳定，施工速度快。②工作原理及机械参数：钢筋剥肋滚丝机由台钳、剥肋机构、滚丝头、减速机、涨刀机构、冷却系统、电器控制系统、机座等组成。其工作过程：将待加工钢筋夹持在夹钳上，开动机器，板动进给装置，使动力头向前移动，开始剥肋滚压螺纹，待滚压到调定位置后，设备自动停机并反转，将钢筋端部退出滚压装置，扳动装置将动力头复位停机，螺纹即加工完成。3、钢筋工程的一般施工方法：（1）准备工作①由于本工程设计图纸不是很严密，故各管理人员认真审图、认真翻样，严格按图纸及03G101-1《砼结构施工图平面整体表示法制图规则和构造详图》并结合现场的实际情况进行配料，根据绑扎的施工顺序采用切实可行的施工方法，确定钢筋穿插的先后次序，特别是钢筋加密区。②核对成品钢筋的品种、规格、数量、形状、尺寸与料单是否相符。如有遗漏，应纠正增补。钢筋加工的形状、尺寸应符合设计要求，其偏差应符合下表的规定。钢筋加工的允许偏差项目允许偏差（mm）受力矩钢筋顺长度方向全长的净尺寸±10弯起钢筋的弯折位置±20箍筋内净尺寸±5③绑扎用的铁丝、绑扎工具（如钢筋钩、带板口的小撬棍），临时脚手架等。钢筋绑扎用的铁丝，可采用20～22号铁丝，.④控制混凝土保护层用的塑料卡。第43页共43页 本工程钢筋保护层厚度见下表3表3：构件主筋砼净保护层厚度构件主筋砼净保护层厚度±0.000以上一级±0.000以下二a级柱纵筋2530梁纵筋2530板、墙1520⑤划出钢筋位置线。平板或墙板的钢筋，在模板上划线；柱的箍筋，在两根对角线主筋上划点；梁的箍筋，则在架立筋上划点；（2）钢筋绑扎接头①钢筋连接的原则：钢筋绑扎接头宜设置在受力较小处，同一根钢筋上宜少设接头，同一构件中的纵向受力钢筋接头宜相互错开。②接头应符合国家现行标准《砼结构工程施工及验收规范》的要求，当搭接接头比例不超过25%和50%时，相应接头的搭接长度分别为1.2LAe、1.4LAe。③受力钢筋接头的位置应相互错开。当采用机械连接或焊接接头时，在任一接头中心至长度为钢筋直径的35倍且不小于500㎜的区段范围内，有接头的受力钢筋截面面积占受力钢筋总截面面积的百分率应≤50%，当采用非机械连接及非焊接的搭接接头时，从任一接头中心至1.3La的区段范围内，有接头的受力钢筋截面面积占受力钢筋总截面面积的百分率应≤50%。④在绑扎接头的搭接长度范围内，应采用铁丝绑扎三点。（3）、柱钢筋绑扎①箍筋的接头（弯钩叠合处）应交错布置在四角纵向钢筋上；箍筋转角与纵向钢筋交叉点均应扎牢，绑扎箍筋时绑扣相互间应成八字形。②框架梁钢筋应放在柱的纵向钢筋内侧。③柱钢筋的绑扎经验收合格后，方可进行下道工序施工。（4）墙钢筋绑扎墙钢筋的绑扎，应经验收合格后方可进入下道工序施工。（5）梁板钢筋绑扎①梁纵向受力钢筋采用双层排列时，两排钢筋之间应垫以直径≥第43页共43页 25㎜的短钢筋，以保持其设计距离。②箍筋的接头（弯钩叠合处）应交错布置在两根架立钢筋上，其余同柱。③板钢筋绑扎前应在模板上用墨线弹出钢筋位置线，钢筋按位置线摆放。④双向板钢筋网绑扎全部满扎，单向板除四周两排钢筋满扎外，其他可以梅花扎，绑扎方法与基础相同，但要注意板上部的负筋，应设置马凳，每平方米5只，钢筋应防止被踩下，特别是阳台、雨蓬等悬臂板，应严格控制负筋位置，以免拆模后断裂。⑤板、次梁、主梁交叉处，板的钢筋在上，次梁的钢筋居中，主梁的钢筋在下；当有圈梁时，主梁的钢筋在上。⑥框架节点处钢筋穿插十分稠密时，应特别注意梁顶面主筋间的净距要有30㎜，以利浇筑砼。⑦梁钢筋的绑扎与模板安装之间的配合关系：梁的高度较小时（一般以1m分界），梁钢筋架空在梁顶上绑扎，然后再落位。梁的高度较大时，梁的钢筋宜放在梁底模上绑扎，其两侧模或一侧模后装。⑧板钢筋绑扎时应防止水电管线将钢筋抬起或压下。⑨板上预留洞摆放钢筋位置要正确。⑩外墙大角部位按图纸要求设置加强筋。4、质量通病的防治：（1）钢筋绑扎经常出现的现象为：主筋未对称分布，楼板阳台负弯筋下移，箍筋间距不均匀、梁柱节点处不加密、节点处缺少箍筋、地震设防区箍筋不作弯钩。（2）采取如下防护措施：制钢筋笼就位后要检查、调整、放好垫块；场钢筋绑扎时，先在模板或钢筋上用粉笔划好位置：绑扎完毕后，放好垫块或卡具：双排配筋时，可在两层筋中间加25的短钢筋，绑扎固定：（3）负弯筋要用支架垫好，浇注混凝土时随时检查，防止因踩踏等造成下移。5、安全文明施工：（1）操作人员必须熟悉钢筋机械性能和安全技术操作规程，并切实用好防护用品；（2）使用机械冷拉时，必须将钢筋卡紧，防止断折或拖扣，机械前方须设铁板加以防护。机械开动后，两侧1.5m以外不准靠近钢筋行走。第43页共43页 （3）切断12以上钢筋时，须两人配合操作，人与钢筋要保持一定的距离，并把稳钢筋。（4）帮扎钢筋网片、角柱、悬臂梁等，必须搭设脚手架操作平台，挂好安全带。禁止攀登模板支撑、钢筋或站在钢筋和墙上操作。（5）绑扎完毕需清理完现场多余钢筋、绑扎丝等。◆主体阶段各楼层混凝土施工方案㈠工程概况1、各主体阶段施工范围从±0.000至屋面女儿墙，底层层高3.2m，标准层层高2.9米，每层砼施工浇筑墙、柱、梁、板。2、剪力墙截面厚度：内墙、外墙均为200㎜。3、主体结构每楼层梁截面尺寸有200×470㎜、200×1000㎜、200×650㎜等，现浇楼板厚均为140㎜、130㎜、120㎜、110㎜、100㎜不等。4、砼强度等级：五层结构楼面及以下楼层为C40；五~十层为C35，以上部分为C30。5、每楼层浇筑方量：3#、4#、8#楼约150m3；7#楼浇筑方量约180m3。6、计划一层剪力墙二层梁板至五层剪力墙六层梁板砼采用汽车泵输送，以上楼层砼浇筑采用管泵输送。砼浇筑时间约5小时左右。但应预留泵管洞。㈡施工准备工作1、楼层的水电预埋、钢筋绑扎、模板工程及预埋件都通过监理验收并符合要求，待总监理工程师批准砼浇筑申请单后方可进行砼浇捣。2、浇筑砼前对模板支撑体系的强度、刚度及稳定性进行检查，符合要求后方可进行砼浇筑。3、对施工作业人员进行书面和现场技术交底。4、清理模板内的杂物，剪力墙根部应开设小孔，砼浇筑前将剪力墙内的垃圾冲洗干净，冲洗干净后将开设的小孔堵上。5、查找砼泵管浇筑困难部位，并进行标识。第43页共43页 6、掌握天气动向，随时了解天气情况，砼尽量选择在晴天浇筑。为防止天气不测，应准备好塑料簿膜等防雨材料。7、对安全设施进行检查。施工用电利用已接驳在基坑边的供电箱，不得乱拉乱拖电线，也不能乱接乱插电箱，施工前要进行专项安全交底。8、大门口要有专人负责指挥车辆的进出。如遇雨天，还派专人对车辆进行冲洗。9、材料配备1）、管泵输送采用在楼层现浇板上预留300×300洞口（见附图1、附图2），楼层洞口处泵管需进行加固（见附图3），泵管加固杆件单独设置，不得与模板支撑体系连接。砼浇筑方向均由东向西进行浇筑。图一：7#楼泵管布设位置平面图。第43页共43页 图二：8#楼泵管洞口留置图第43页共43页 图二：3#、4##楼泵管洞口留置图第43页共43页 2）、配备4台插入式振动机，并备用4台插入式振动机及小口径振动机。3）、夜间施工配备足够的灯光、照明。10、施工作业人员配置：1）、砼浇筑配备一个作业班组，4个振捣手。2）、结构楼面砼抹面配抹面工5个，作为一个专业作业组。11、砼顶面标高控制：在砼浇筑前，测量员在墙、柱插筋上测量好50线，作为标高控制点，并画上明显的红漆标志。在外墙模高出顶板面的模板上，弹上顶板面面线，并钉上钉子以此控制好砼面标高。㈢、砼浇筑管理体系：组成以总施工员为总指挥、施工员指挥、质量员监督的砼浇筑指挥机构。做到统一指挥，统一调度，统一施工。对参战的全体管理人员，实行岗位责任制做到职责明确。在砼浇筑前技术员作技术交底，施工员作施工交底，质量员作质量交底。㈣、砼的浇筑方法第43页共43页 1、主体结构楼层划分为两个施工段进行平面流水作业（另见《主体结构施工缝留设方案》）。同一施工段先浇柱、墙，待其初步沉实后（初凝前）紧接着浇筑梁、板、楼梯、阳台等部位，并依次推进。2、砼浇筑的施工顺序：墙、柱→梁→板。遵循：“先深后浅”的原则。3、砼浇筑可采用“自然流淌”“斜向分层”方法，分层的厚度300～400㎜。在墙、柱砼浇筑前应采用与砼同比例的水泥砂浆对水平施工缝接浆处理，接浆厚度50-100㎜。4、砼的振捣：振动棒的插点间距为振动棒作用半径的1.5倍，一般为400㎜。插点的排列应均匀。砼振捣时要作到快插慢拔，直到砼中气泡排尽为止。斜坡浇筑和振捣砼时，应从斜坡的底部向上浇捣，而不应从斜坡的上部向下倒浇砼。5、在二个振捣手的分界处都应超界50㎝振捣。当下层砼振捣完后，振捣上层砼时振动棒应深入先浇砼中5㎝振捣。6、振动棒不得在同一部位振捣时间过长形成过振，造成石子下沉、水泥浆上浮、模板胀模，因而影响砼的强度及外观质量。7、墙、柱砼浇至规定高度后，梁板砼应循序跟过来，下料和振捣应先梁后板，防止梁出现漏振。砼应迅速扒平，然后用插入式振动机普遍振动一遍。8、浇筑高度应严格控制，在一定规划区域交替上升，不得一次到位。9、楼梯部位砼浇筑，应由下而上进行。砼施工缝留设于上楼梯三个踏步的位置，且必须留垂直与楼梯板的施工缝。㈤、砼浇筑的技术质量措施：1、加强对砼的振捣，提高砼的密实度和抗拉强度。由于暗柱的钢筋较密，在上部砼的重力作用和水分排除后，砼在一定时间内会出现自身沉陷现象，而墙、柱内的部分砼由于受到水平钢筋的阻力，不能自然下沉，这样就会使砼内部产生拉裂现象。故在墙柱砼浇筑至顶部后1～2个小时，待墙内砼自身沉陷，然后再用振动棒对墙柱砼普遍进行一次复振，这样能提高砼的密实度。2、合理掌握好砼的分层浇筑时间，掌握好墙柱的分层浇筑高度，并防止在砼浇筑中出现冷缝。3、严格控制砼的用水量，当塌落度确定后不得随意在砼中加水。4、砼浇筑前应铺设马道板。砼浇筑过程中严禁操作人员随意踩蹋钢筋，改变钢筋的受力方向和位置，如出现上述现象，守筋人员应及时加以制止，并予以修复。第43页共43页 5、振捣手应避免直接振动模板及予埋件和予埋管线盒，造成予埋管线移位、变形。6、抹面人员应严格控制好砼面层的标高。面层如有泌水应派人予以排除。7、钢筋工、木工、水电工都应派专人值班看守。如出现偏差，值班人员应及时组织人员进行纠正。8、砼浇筑尽量选择在晴天施工，为防止突发性的下雨准备好足够的塑料薄膜等遮盖用具。作业过程中，要经常注意检查受料斗的充盈情况。不允许出现完全真空现象，以免空气进入泵内，防止活塞处于干磨状态。10、泵送作业行将结束时，应提前一段时间停止向混凝土受料斗内喂料，以便使管道中的混凝土能完全得到利用。11、砼浇筑过程中应加强对水电预埋管线的保护。水电工应有专人在现场监督。12、砼浇筑应连续进行，如必须间隙时，其间隙时间宜缩短，并应在前层砼凝结前，将次层砼浇筑完毕。砼运输、浇筑及间隙的全部时间不得超过三小时，冬季可适当延长。夏季施工砼一定要连续进行，以免管泵因高温而产生堵塞现象。㈥、钢筋密集部位砼浇筑措施针对剪力墙暗柱钢筋较密的构造特点，砼下料及振捣均有难度。针对此情况，我们采取以下措施：1、对砼浇筑钢筋密集部位，应事前作好标志，以便于砼浇筑时识别。2、砼浇筑前，密集部位钢筋也可以用钢管进行疏导，以便砼浇筑时，集料及振捣棒能下去。3、钢筋密集部位也可以采用小口径振捣棒进行振捣。4、可以采用内外相结合的办法进行振捣，即砼除了采用内部振捣的同时，还可以从模板外部采用振捣棒进行外振。㈦、砼面层抹面压平方法：1）、砼浇筑至面层标高时，用长刮尺按标高控制点将表面刮平。2）、待砼初步凝结后，用平板震动器振动一遍，将石子振下去。将上表面浮浆振出，然后用刮尺刮平。3）、砼表面如有泌水，必须将泌水清除。局部有泌水时可用铁秋将水铲到泥桶中提走，大面积有时可由二人拉动橡胶水管将泌水排走。第43页共43页 4）、待砼脚踩不沉陷，但留有痕迹时，采用木蟹将面层反复多次打磨平整。5）、砼终凝前，用铁抹子将其表面反复多次进行抹平，然后用木蟹拉出细纹理，方向要一致。㈧、砼塌落度测定和试块制作：1、每次楼层砼浇筑前，搅拌站均要提前提供砼配合比报告2、商品砼进场第三车搅拌车内砼卸料三分之一后取样作塌落度测定，由施工单位和厂家取样，监理现场见证，并作好响应记录。3、砼标准养护试块每100m3留置1组；同条件养护试块按《同条件养护试块的制作及养护措施》留置；每楼层作拆模用自然养护试块1组。以上试块制作须经监理现场见证。试块拆模后，要作好试块的养护工作。试块送样需及时。㈨、砼的养护：砼浇24小时后（终凝后）由砼工班组派专人浇水养护，以使砼表面保持湿润。模板拆除后砼表面应浇水，使砼表面保持湿润。对于流水段施工缝位置，不应直接浇水，应用麻袋进行保湿养护。楼层砼持续养护时间不得少于一周。㈩、砼的质量验收砼质量按GB50204-2002《混凝土结构工程施工质量验收规范》。（十一）、砼成品保护措施砼终凝前不得任意踩踏，终凝后即使进行保温养护。在上部施工时应注意加强对下部砼的养护，钢筋、模板、扣件等物在堆放时不得集中在一起，下部应铺设垫板，以免损坏砼面层。（十二）、砼浇筑安全与文明施工技术措施1、必须坚决贯彻执行有关安全生产的规定、规程及公司环境、职业健康安全管理体系。2、注意安全用电，所用的机具、电箱都应具有接零接地和漏电开关装置，现场电工应24小时值班。对现场施工班组必须进行安全技术交底，增强班组安全意识和自觉性。操作人员必须严格执行安全操作规程和安全制度，谨慎操作。3、车辆进出应依次进行，鸣号慢行，并由专人负责指挥。如遇雨天应派专人对出场车辆进行冲洗，以免对场外道路造成污染。污水经二级沉定后排向市政管道。4、对施工道路进行清扫，以免产生扬尘。第43页共43页 5、注意环境作业面上的环境卫生，一次性饭盒、烟盒、烟头、施工机具等东西不得乱丢，以免造成作业面污染。6、夜间施工须加强照明，所有的电器设备、灯具必须经常检查，确保安全用电。7、分班连续施工，必须做好交接班工作，交班人员方可离岗。8、料杆作用范围，应与其他设施保持一定的安全距离。9、混凝土泵车布料指挥人员和施工作业的操作人员密切配合步调一致。10、顶板布料时，砼不能集中堆积再在一处，应迅速将砼扒平。如果砼过多堆积造成支撑排架超荷，可能会造成“轻则支架扣件下滑，重则支架下塌”的质量安全事故。◆砌筑工程施工方案㈠、砌筑工程概况1、本砌筑工程包括3#楼、4#楼、7#楼和8#楼的墙体砌筑。墙体计划开始砌筑时间：3#、4#楼2005年10月15日、7#、8#楼2005年10月1日。2、内外砌筑墙体均为填充墙。墙体厚度分别为200mm、100mm（厨房卫生间）。3、砌体材料：本工程内墙采用混凝土空心砌块，外墙采用KP1粘土多孔砖。4、砌体工程严格按GB50203-2002《砌体工程施工质量验收规范》和苏GJ04-2002等通用图集以及工程建设标准强制性条文的要求组织施工。5、砌体施工质量控制等级为B级。㈡、与本砌筑工程有关的施工强制性条文1、砌筑砂浆1）水泥进场前，应分批对其强度、安定性进行复验。检验批应以同一生产厂家、同一编号为一批。当在使用中对水泥质量有怀疑或水泥出厂超过三个月（快硬硅酸盐水泥超过一个月）时应复查试验，并按其结果使用。不同品种的水泥，不得混用。第43页共43页 2）凡在砂浆中掺入有机塑化剂、早强剂、缓凝剂、防冻剂等，应经检验和试配符合要求后，方可使用，有机塑化剂应有砌体强度的型式检验报告。3）掺加料应符合下列规定：严禁使用脱水硬化的石灰膏。4）砌筑砂浆稠度、分层度、试配抗压强度必须同时符合要求。5）砌筑砂浆的分层度不得大于30㎜。2、砖砌体工程1）砖和砂浆的强度等级必须符合设计要求。2）砖砌体的转角处和交接处应同时砌筑，严禁无可靠措施的内外墙分砌施工。对不能同时砌筑而又必须留置的临时间断处应砌成斜槎，斜槎水平投影长度不应小于高度的2/3。㈢、砌筑砂浆要求1、原材料要求1）水泥：采用32.5级普通硅酸盐水泥。2）砂：采用中粗砂，含泥量不大于3%，泥块含量不大于1%。3）石灰膏：生石灰熟化成石灰膏时，应用孔径不大于3㎜×3㎜的网过滤，熟化时间不得少于7天。沉淀池中贮存的石灰膏，应采取防止干燥、冻结和污染的措施。配置水泥石灰砂浆时，不得采用脱水硬化的石灰膏。4）水：水质应符合现行行业标准《混凝土拌合用水标准》JGJ63的规定5）外加剂必须经过检验和试配符合要求后，方可使用。6）所用的材料必须过磅计量，并符合配合比中的技术参数要求。7）小砌块在厂内的自然养护龄期或蒸汽养护期及其后的停放总时间必须确保28天。8）同一单位工程使用的小砌块应有同一厂家生产的产品合格证明书和进场复场报告。2、砌筑砂浆质量要求1）砌筑砂浆应随拌随用，一般砌筑用水泥砂浆和水泥混合砂浆的搅拌时间不得少于2min，掺用外加剂的砂浆不得少于3min。2）砂浆严格按配合比对原材料进行计量，其配料精确度应控制在±5%以内，砂应计入其含水率对配料的影响。3）砂浆如出现离析、泌水的水泥砂浆必须在砌筑前再次搅拌。4）砂浆的稠度控制在6～9㎝。砂浆应具有良好的和易性。砂浆稠度宜为50~70mm。砌筑轻骨料小砌块稠度为60~90mm。第43页共43页 5）按有关规定做好砌筑砂浆试块，每楼层试块留置不少于两组（每组6块）。在工程监理见证下随机取样。砂浆试块均采用标准养护，水泥砂浆试块养护湿度大于90%；混合砂浆试块养护湿度60%～80%。并按有关规定对砂浆的抗压强度标准值进行统计评定。㈣、砌筑前的准备工作1、使用材料的进场准备1）墙体材料和水泥、黄砂按计划批量进场。2）砌块的堆放应有隔潮措施。2、材料的试验1）所有砌筑材料必须符合质量要求，不符合质量要求的砖一律清场。2）砖块、轻质砌块、水泥、黄砂必须按每批的进场数量随机取样送检测站进行检测，并由工程监理现场见证。3）按结构设计要求的砌筑砂浆强度，委托检测站作配合比，并出具砂浆配合比报告。3、做好砂浆配合比的计量准备工作1）砂浆搅拌站现场配备好计量器具，对搅拌的掺合料进行过磅计量。2）砂浆配合比数据在搅拌站挂牌。4、做好砖墙砌筑前的施工准备工作1）对各砌筑楼层进行清理、打扫干净，并弹出墙体砌筑轴线和边线。2）砌体与砼墙接触面采用喷浆处理。3）采用水准仪操平，弹出楼层+1.000控制线；砖块分好皮数，在砼剪力墙上画好皮数线，将每皮的灰缝厚度控制在8~12mm之间。轻质砌块垂直和水平灰缝控制在3㎜左右。5）将砼构件中预埋的墙拉筋校正，长度不足的应接长至规定长度。本工程抗震等级为二级，构造柱拉结钢筋及剪力墙填充墙拉结钢筋均通长配置。墙拉筋的间距为：200厚墙2φ6500、100厚墙2φ6500。7）墙体砌筑材料垂直运输的人货两用升降梯安装完毕，验收合格，具备使用条件。8）第43页共43页 堆放小砌块的场地应预先夯实平整，并便于排水。不同规格型、强度等级的小砌块应分别履盖堆放。堆垛上应有标志，垛间应留适当宽度的通道。堆置高度不宜超过1.6m，堆放场地应有防潮措施。装卸时，不得采用翻斗卸车和随意抛掷。9）墙体施工前必须按房屋设计图编绘小砌块平、立面排块图。排列时应根据小砌块规格、灰缝厚度和宽度、门窗洞口尺寸、过梁与圈梁或连系梁的高度、芯柱或构造柱位置、预留洞大小、管线、开关、插座敷设部位等进行对扎、错缝搭接排列，并以主规格小砌块为主，辅以相应的辅助块。10）砌人墙体内的各种建筑构配件、钢筋网片与拉结筋应事先预制加工，按不同型号、规格进行堆放。11）严禁使用有竖向裂缝、断裂、龄期不足28d的小砌块及外表明显受潮的小砌块进行砌筑。12）小砌块表面的污物应在砌筑前清理干净。㈤、砖墙的砌筑方法1、墙体砌筑应从房屋外墙转角定位处开始，皮数杆应竖立在墙的转角处和交接处。2、正常条件下，小砌块墙体每日砌筑高度宜控制在1.4m或一步脚手架高度内。3、小砌块砌筑前不得浇水。在施工期间气候异常炎热干燥时，可在砌筑前稍喷水湿润。轻骨料小砌块应根据施工时实际气温和砌筑情况而定，必要时应按当地气温情况提前洒水湿润。4、砌筑时，小砌块包括多排孔封底小砌块、带保温夹芯层的小砌块均应底面朝上（即反砌）砌筑。5、小砌块墙内不得混砌黏土砖或其他墙体材料。镶砌时，应采用与小砌块材料强度同等级的预制混凝土块。6、小砌块砌筑形式应每皮顺砌，上下皮小砌块应对孔，竖缝应相互错开1/2主规格小砌块长度。7、190mm厚度的小砌块内外墙和纵横墙必须同时砌筑并相互交错搭接。临时间断处应砌成斜槎，斜槎水平投影长度不应小于斜槎高度。严禁留直槎。8、隔墙顶接触梁板底的部位应采用实心小砌块斜砌楔紧；房屋顶层的内隔墙应离该处屋面板板底15mm，缝内采用1：3石灰砂浆或弹性腻子嵌塞。9、在砌筑中，已砌筑的小砌块受撬动或碰撞时，应清除原砂浆，重新砌筑。10、第43页共43页 砌筑小砌块的砂浆应随铺随砌，墙体灰缝应横平竖直。水平灰缝宜采用坐浆法满铺小砌块全部壁肋或多排孔小砌块的封底面；竖向灰缝应采用满端面法，即将小砌块端面朝上铺满砂浆再上墙挤紧，然后加浆插捣密实。饱满度均不宜低于90%。水平灰缝厚度和竖向灰缝宽度宜为10mm，不得小于8mm，也不应大于12mm。11、砌筑时，墙面必须用原浆做勾缝处理。缺灰处应补浆压实，并宜做成凹缝，凹进墙面2mm。12、砌入墙内的钢筋点焊网片和拉结筋必须放置在水平灰缝的砂浆层中，不得有露筋现象。钢筋网片的纵横筋不得重叠点焊，应控制在同一平面内。13、小砌块墙体孔洞中需充填隔热或隔声材料时，应砌一皮灌填一皮。应填满，不得捣实。充填材料必须干燥、洁净，粒径应符合设计要求。14、门窗洞口两侧的小砌块孔洞灌填C20混凝土后，其门窗与墙体的连接方法可按实心混凝土墙体施工。15、对设计规定或施工所需的孔洞、管道、沟槽和预埋件等，应地砌筑时进行预留或预埋，不得在已砌筑的墙体上打洞和凿槽。16、水、电管线的敷设安装应按小砌块排块图的要求与土建施工进行密切配合，不得事后凿槽打洞。17、照明、电信、闭路电视等线路可采用内穿12号铁丝的白色增强塑料管。水平管线宜预埋于专供水平管用的实心带凹槽小砌块内，也可敷设在圈梁模板内侧或现浇混凝土楼板（屋面板）中。竖向管线应随墙体砌筑埋设在小砌块孔洞内。管线出口处应采用U型小砌块（190mm×190mm×190mm）竖砌，内埋开关、插座或接线盒等配件，四周用水泥砂浆填实。冷、热水水平管可采用实心带凹槽的小砌块进行敷设。立管宜安装在E字型小砌块中的一个开口孔洞中。待管道试水验收合格后，采用C20混凝土浇灌封闭。18、安装后的管道表面应低于墙面4~5mm，并与墙体卡牢固定，不得有松动、反弹现象。浇水湿润后用1：2水泥砂浆填实封闭。外设10mm×10mm的￠0.5~0.8钢丝网，网宽应跨过槽口，每边不得小于80mm。19、抹灰前墙面不宜洒水。天气炎热干燥时可在操作前1~2h适度喷水。20、小砌块砌体尺寸和位置允许偏差应符合下表的规定。小砌块砌体尺寸和位置允许偏差第43页共43页 序号项目允许偏差mm检验方法1轴线位置偏移10用经纬仪或拉线和尺量检查2基础和砌体顶面标高±15用水准仪和尺量检查3垂直度每层5用线锤和2m托线板检查全高≤10m10用经纬仪或重锤挂线和尺量检查﹥10204表面平整度清水墙、柱6用2m靠尺和塞尺检查混水墙、柱65水平灰缝平直度清水墙10m以内7用10m拉线和尺量检查混水墙10m以内106水平灰缝厚度（连续五皮砌块累计）±10与皮数杆比较，尺量检查7垂直灰缝宽度（水平方向连续五块累计）±15用尺量检查8门窗洞口（后塞口）宽度±5用尺量检查高度±59外墙窗上下窗口偏移20以底层窗口为准，用经纬仪或吊线检查21、窗台的砌筑方法：第43页共43页 22、构造柱施工：设置钢筋混凝土构造柱的小砌块砌体，应按绑扎钢筋、砌筑墙体、支设模板、浇筑混凝土的施工顺利进行。墙体与构造柱连接处应砌成马牙槎。从每层柱脚开始，先退后进，形成100mm宽、200mm高的凹凸槎口。柱墙间应采用2￠6的拉结筋拉结、间距宜为400mm，每边伸入墙内长度应为1000mm或伸至洞口边。23、雨、冬期施工：、1）、雨期施工应符合下列规定：（1）下雨时，堆放在室外的小砌块下部应有隔潮层，上部应有覆盖设施。（2）下雨时，外墙不宜砌筑，对已砌筑好的墙体应加以覆盖。（3）砂浆稠度视情况适当减少，每日砌筑高度不宜超过1.2m。2）、冬期施工应符合下列规定：（1）当室外平常气温5d低于5°C或当日最低气温低于-3°C时，应按冬期施工执行。（2）所用材料不得浇水及受冻，石灰膏等避免受冻，如冻则需要融化后使用。（3）掺用外加剂时，其掺量应由试验确定。㈥、墙体砌筑的安全文明措施1、所有操作者均要遵守安全生产纪律，戴好安全帽。2、在操作之前必须检查操作环境是否符合安全要求，安全设施和防护用品是否齐全，检查符合要求后方可施工。第43页共43页 3、内墙和外墙内砌时要搭设安全可靠的临时脚手，站人的脚手板厚度不小于50mm，脚手板上的堆砖高度不得超过3皮侧砖，同一块脚手板上的操作人员不应超过二人。4、在楼层施工时，堆放机具、砖块等物品不得超过使用荷载2.0KN/㎡。5、不准用不稳固的的工具或物体在脚手板面垫高操作，更不准在未经加固的情况下，在一层脚手板上随意再增加一层。6、外墙内砌时外墙面必须有围护外脚手架，并满铺脚手竹笆。7、施工人员在砖墙砌筑过程中，应注意周边环境，碎砖和其它杂物不得向建筑物外缘乱丢，以防高空坠落伤及他人。8、未砌到顶的外墙顶面不得堆放未砌筑的砖块和其它构件，以防物体撞击造成高空坠落。9、外墙砌筑过程中不得擅自松动外脚手架与建筑物的连接件，不得擅自移动、拆除临边防护设施。10、墙体砌筑要做到落手清，落地灰砂应及时清理，碎砖和其它杂物必须在下班前清理干净。第43页共43页 五、质量保证措施和质量通病预防措施1、结构楼面裂缝控制施工措施（1）砼原材料控制同基础筏板大体积砼温度裂缝控制措施中的原材料控制；（2）按设计要求在外墙转角及开间大于4米的房间设置附加钢筋网片；（3）砼初凝后、终凝前将砼表面用木蟹反复搓平压实，以控制砼表面龟裂。（4）砼浇筑墙、柱、梁、板尽量一次成型，在不得已的情况下，砼施工缝设置于梁跨中的1/3位置，并留垂直缝。施工缝处松动的石子及浮浆需凿除清理干净，并在砼浇筑前采用与砼同级配的水泥砂浆进行接浆。施工缝处采用麻袋保湿养护。（5）楼面砼在达到1.2Mpa时方可上人，楼板上不能堆置过重荷载；（6）砼浇筑完成12小时后，及时对砼进行养护，养护时间不少于1周；（7）控制楼层梁板模板的拆除时间，梁、板砼强度达设计强度75%时方可拆模，悬挑结构砼强度达设计强度100%时方可拆模。2、钢筋保护层和钢筋间距控制措施（1）钢筋保护层控制：楼板下部筋、梁底筋、梁侧向钢筋保护层采用塑料垫块控制，楼板上部钢筋采用钢筋马凳控制。现浇楼板上垫块数量每平方米不少于5块，梁下部及侧边保护层垫块按1米的间距设置；（2）钢筋间距控制：划出钢筋位置线，楼板的钢筋在模板上划线；柱的箍筋，在两根对角线主筋上划点；梁的箍筋，应在架立筋上划点；墙的钢筋在柱的主筋上划点。3、楼板标高及厚度控制措施（1）正确引测水准标高：在地下室剪力墙上标出水准控制点及标高，上部结构楼层标高均由此点引出；（2）检查梁板模板标高；（3）在砼浇筑前，将水平标高引测到砼浇筑层的钢筋上；（4）在砼浇筑前，预埋PVC管，四周坞帮，控制砼浇筑厚度；（5）砼浇筑后，初凝后应按标高用长刮尺将砼刮平；4、砌体灰缝砂浆密实控制措施（1）严禁干砖上墙，砖块湿润程度以砖面含水达到基本饱和的状态为宜。砖的含水率宜控制在10%～15%；第43页共43页 （2）砖墙与砼的接触面（2）砖体上下错缝、内外搭接，采用一顺一丁的砌筑方式；（3）不准使用未经处理的桶底砂浆和隔日砂浆，尽量做到随拌随用，一般气温条件下3～4小时内用完，气温较高时可控制在2～3小时，防止沉底结硬；（4）在砌筑前，要排好砌筑排列图，放出轴线及标高，画好皮数杆，采用“一铲灰、一块砖、一挤揉、添一道头缝灰”的四一砌法。每砌完一步架砖都应进行竖缝的刮缝和塞缝，以减少外墙的渗漏点，提高砌体强度；（5）砌体灰缝应填满砂浆。水平灰缝的饱满度不得低于80%，竖向灰缝采用加浆填灌的方法，使其砂浆饱满，不得有透缝现象，严禁用水冲浆灌缝；（6）填充墙顶面与上部结构接触处，宜用侧砖斜砌。倾斜度在600-800之间，并用砂浆挤紧。5、外墙阴阳角砼垂直度控制措施（1）控制好外墙阴阳角主轴线，每次外墙模板拆除后均要及时弹出主轴线，并作好标志；（2）在楼层平板模板支设时，在上面弹出外墙模板控制线，外模按控制线支设；（3）对模板工程进行技术复核，检查模板的主轴线、垂直度、稳定性和紧固情况，发现问题及时整改；6、模板质量控制措施（1）事先制定模板实施方案，并按方案进行施工。（2）保证结构构件的表观质量，模板支撑系统采用18厚九夹板、50×100方木、Φ48×3.5㎜钢管及Φ14对拉螺栓。（3）放线弹线时，除按施工图弹出工程结构轴线外，还要弹出模板安装线。施工中的轴线、标高、几何尺寸须测放正确、标注清楚。模板安装后应自验、专责检查，仔细检查各部位是否牢固。（4）为防止出现“烂根”、漏浆、移位、胀模等不良现象，接头处模板、梁柱节点处模板应认真配置。a、“烂根”第43页共43页 防治措施：在封模前，指派专人对模板进行清理；在柱墙根部留置清扫孔，清理干净后将清扫孔及时堵上；柱墙根部的砼进行专门抹平；底部模板缝隙较大部位用1：3水泥砂浆堵塞；砼浇筑前用与砼同级配的水泥砂浆进行接浆，接浆高度5-10㎝。b、漏浆防治措施：外墙模板根部贴海绵条,并在下层剪力墙砼上口预埋压脚螺栓，将模板根部压紧；模板拼缝严密，梁模不入柱模、次梁模不入主梁模，墙、板间的拼缝，用胶带纸粘贴，梁与柱、梁与板之间的拼缝钉设海绵条。c、移位、胀模防治措施：剪力墙板、暗柱下脚焊限位钢筋，控制砼保护层及构件断面。使墙板尺寸不变形、不胀模。在浇砼时应沿其四周均匀浇筑，严禁碰击和振动预埋件和模板，以免其歪斜、移位、变形。模板支设应保证模板系统有足够的强度、刚度和稳定性，模板及支撑系统应连成整体。（5）楼梯施工缝位置，在砼浇筑前设置一块垂直于楼梯梯板的板作为留置垂直施工缝使用。在楼梯梯板上设一宽10㎝的活动板，在砼浇筑完成后将其抽除，可清除施工缝位置的的垃圾。（6）各构件模板均须涂刷脱模剂。（7）模板工程经施工验收合格后，所有后续工程的操作者应对已完成模板成品采取适当的保护措施；严禁乱撞、乱拆、乱割行为，严禁松动和或任意改动模板成品。（8）平台模板完成后，在后续工作中吊运的钢管、钢筋等材料应限量、均匀分散在模板上，严禁超载和集中堆放。在砼浇筑时，应采用低落料以减小冲击，并应均匀分散在操作板上，再用铁铲送料到位。使用泵送砼时，泵管与模板间加专用撑脚。（9）在安装电气、管道时，严禁在楼板上乱开乱挖孔洞，应事先制定好操作要求后再进行施工；对开洞处应采取措施，气焊和电焊时应注意保护模板。（10）在施工过程和交接班时，应查明情况，以免因情况不清而随意改动已完成或未完成的模板成品。应注意结构部位模板搭接顺序，避免施工过程中相互影响，模板及支撑系统固定后不宜扰动。（11）在砼浇筑过程中，指定责任心强的木工负责观察检查，如发现异常现象，应及时修整、加固。7、砼工程质量控制措施（1）本工程结构砼施工采用商品砼；（2）严格执行浇灌令审批制度，在砼浇筑前，由各相关部门签发浇灌令；第43页共43页 （3）砼浇筑前，厂家应提前提供配合比报告，由资料员收集并报监理工程师审核；（4）严格按砼浇筑方案进行施工，按技术交底中的砼流向安排浇筑。（5）竖向结构采用插入式振动器由底部向上间距不大于600㎜，砼分层浇捣，分层厚度每层不得超过300～400㎜，振捣应插入下层10㎝以上，清除二层之间的接缝，振捣器应做到“快插慢拔”。并派专人用木锤拍击模板。浇捣时派专人在下部楼层检查浆水是否到位；浇捣时应防止砼离析，自由倾落高度不超过2米，超过2米以上的，采用串筒或溜槽。墙板砼在浇筑时分层振捣至梁底，间隙1-1.5小时左右待墙板砼得到初步沉实后，开始浇筑梁、平台砼。（6）安排专人负责看筋看模，发现模板、钢筋变形、移位及破坏情况应立即进行休整。（7）按施工方案留置砼标准养护试块和同条件养护试块；（8）加强砼的养护工作，抗渗砼养护时间不小于2周、普通砼养护时间不小于1周；（9）楼层梁板砼在达到拆模强度要求后方可拆模。六、创优工程质量控制要点（一）施工现场质量保证条件1、施工设备、测量器具标定管理（1）检定周期准时；（2）检定证书齐全；（3）实物与证书相符；（4）满足使用功能和精度要求；（5）专人使用、专人保管。2、施工现场标准养护室设置和管理（1）养护室面积大于5㎡；（2）配置恒温装置，使室内温度控制在20±3℃范围内；（3）室内设养护池，池底设放水孔，水温控制在20±3℃，同时设置预养水池，水温也控制在20±3℃；（4）室内设水泥混合砂浆试块立柜，立柜内衬海绵条等保湿材料，立柜内湿度应控制在60%～80%；（5）室内、水池内、立柜内及相关部位，必须同步设置温度计和湿度计，并有专人每天上、下午各检查、记录一次；第43页共43页 （6）室内应张贴养护室管理制度，并有专人管理、专人负责；（7）砂浆和砼试块必须按规范标准制作。制作后应在终凝前用铁钉刻写制作日期、工程部位、设计强度等。3、建筑材料、构配件、设备进场管理原材料、半成品、构配件、设备的进场验收，严格按国务院279号《建设工程质量管理条例》和国家标准《建筑工程施工质量验收统一标准》GB50300-2001执行。（二）外墙防渗漏技术措施要点（1）砼墙板振捣密实，墙体根部烂根、蜂窝、麻面须修补密实；（2）外墙螺杆洞口用发泡剂封堵密实，外露3㎝用1：3水泥砂浆掺适量微膨胀剂堵实，墙面用1：3水泥砂浆粉4㎝×4㎝的方块，凸出墙面5㎜。（3）砖墙底部采用三皮标准砖，外墙砖墙砌筑配合比正确，砌筑密实；（4）在墙体砌筑前，砖墙与砼交接处的砼面可预先喷浆，并植拉结筋，砼、砖墙面接触处在粉饰前，应铺钉两边各不小于110㎜金属网。（5）墙面脚手架拉结拆除后，应用1：3水泥砂浆嵌塞密实平整。七、工程创优目标管理措施见基础工程施工方案。八、施工进度计划安排：见下页。内部资料，请勿外传！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#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第43页共43页'