装配式剪力墙全过程—灌浆套筒剪力墙体系（动态图）
近年来, 国家对装配式建筑的装配率要求在不断提升，特别是在预制率达30%以上的项目中，预制剪力墙已成为装配式建筑的必要选项之一。现阶段装配式建筑的施工及检测体系的不够完善，导致普通的预制剪力墙竖向钢筋连接的施工速度较慢。同时施工过程无法使用仪器进行检测，只能依赖施工人员的专业素质和监理人员的责任心来加以管控，严重制约了预制剪力墙的实际应用。为了改善这一现象，让我们一起学习“装配式剪力墙全过程——灌浆套筒剪力墙体系”完整的施工工艺，在日后的施工过程中有效的提高施工质量。吊装准备 在基础施工完成后，根据轴线控制点引测轴线、控制线、预制墙板边线//upload-images.jianshu.io/upload_images/16218175-ef34d31dc1b1c639
通过预留孔将控制线逐层往上引测，然后弹出各层轴线及预制墙板边线
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采用悬挂钢尺法传递高程
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在内外墙板的结构受力层上放置两组垫块，通过水准仪复合标高
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清理插筋上的水泥浆及铁锈
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采用定位工装对插筋进行检验和调整
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安装橡塑棉条
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墙板就位前应在待吊装位置准备斜支撑
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根据设置要求配置砂浆，其强度等级不应低于被连接构件的混凝土强度等级
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竖向构件吊装 预制剪力墙安装采用底部坐浆法，其厚度不宜大于20mm
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调整平衡梁方向，并使平衡梁中心与墙板重心标示基本在一条直线上
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挂钩（PC构件卡扣内部结构、埋件）
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开始起吊时，应将构件调离地面200~300mm后停止起吊，并检查起重机的稳定性、制动装置的可靠性、构件的平衡性和绑扎的牢固性等，待确认无误后，方可继续起吊。已吊起的构件不得长久停滞在空中。（水平夹角不宜小于60度，且不应小于45度）
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当构件吊至安装平面上方80~100cm处，吊装工人扶助墙板，缓缓降低，将墙板与边线和端线靠拢
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离地12~15cm时，使用镜子观察，将灌浆套筒孔与地面插筋对齐插入
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墙板就位后，安装长、短斜支撑，墙板位置通过短支撑调节，垂直度以一根长斜支撑调整为准
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待校对完毕后紧固另一根，不可两根均在紧固状态下调整
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用靠尺和塞尺测量相邻墙面的平整度
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取钩、移位
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现浇节点钢筋绑扎 在接缝处粘贴防水卷材、填充挤塑板
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安装箍筋、安装纵筋、钢筋绑扎
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现浇节点支模 垫块放置并找平
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铝模板之间用销钉及螺栓连接
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固定铝模板
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叠合楼板吊装 搭设临时支撑
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标高调整
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楼板挂钩、起吊移板
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楼面接缝模板安装
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楼面水电预埋
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楼面钢筋绑扎
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现浇混凝土施工 混凝土浇筑前洒水湿润
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浇筑混凝土
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混凝土养护
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套筒灌浆施工 灌浆料制造时称量适量的自来水和灌浆料干粉，将灌浆料倒入搅拌桶内，边搅拌边加水，搅拌均匀后静置排气
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灌浆料流动性检测时，将适量的灌浆料倒入流动性测量其中，提起模子，测量灌浆料平摊后最大直径是否符合要求
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套筒灌浆前应制作灌浆料试块（待终凝后，终凝时间为水泥加水拌和到水泥浆完全消失可塑性，并开始产生强度的时间，约5~8小时。）
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灌浆套筒抗拉试验（按不超过1000个灌浆套筒为一批，每批随机抽取3个灌浆套筒制作对中连接接头试件标养28D）
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灌浆作业采用压浆法从下口灌注，当浆料从上口流出后及时封堵
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楼梯休息平台安装 休息平台板吊装
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梯板吊装
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外墙接缝处理 预制构件安装时角度存在偏差，将错台处高出部分用角向磨光机打磨掉
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对预制构件在运输、吊装过程中出现边角破损进行修补
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处理接缝宽度并满足设计要求
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接缝内异物处理
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接缝内填充泡沫条
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接缝周边粘贴美纹纸
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涂刷底涂
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胶嘴用美工刀45度角切割，然后施胶
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至此，所有的工序全部完成。
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装配式剪力墙结构，采用大量水平和垂直的预制混凝土构件，包括预制楼板、预制墙体、预制楼梯等，通过“搭积木”的方式将建筑物建成，并经工程实践形成本工法。这一方法的主要优势是提高了观感质量、缩短了施工工期、节省了周转材料，更为重要的是由于大型吊装机械的应用，使得劳动力的使用数量大大减少，有效地缓解了“用工荒”的压力，具有良好的经济效益和社会效益。海南省BIM中心致力于海南省BIM事业的发展，率先在海南省内开展BIM培训，BIM网站，BIM设计，BIM造价，BIM全过程管理、BIM+GIS＼FM＼VR＼AR＼大数据＼云计算＼智慧城市的探索，为海南省建筑信息化作出自己的贡献。我们的网站是www.xycost.net。长按下面的二维码有惊喜哟>_<~
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