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1、*砌体工程施工方案目录一、编制依据 .3 二、工程概况 .3 三、施工准备 .5 3.1 技术准备.5 3.2 材料准备.6 3.3 现场准备.7 3.4 主要施工机械、机具准备.8 3.5 人员准备.8 3.6 试验准备.9 四、砌体工程 .10 4.1 施工工艺.10 4.2 砌筑方法.11 五、钢筋工程 .13 5.1 构造柱及圈梁设置的要求.13 5.2 构造柱钢筋绑扎.14 5.3 拉结筋的施工.15 5.4 过梁施工.17 5.5 植筋施工.17 六、模板工程 .20七、混凝土工程 .22*砌体工程施工方案八、质量标准及保证措施.23 8.1 质量标准.23 8.2 质量保证措施.
2、25 九、成品保护措施 .27 十、安全文明施工 .28 10.1 安全生产措施.28 10.2 文明施工措施.29 10.3 环境保护措施.30 附图：砌体阶段施工现场总平面布置图.30 文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z
3、1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG
4、10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6
5、P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:
6、CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I
7、3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1
8、ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4
9、E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4文档编码:CR10Z8Y6P10A4 HG10R4E10Z1Z1 ZC9S8M7I3J4*砌体工程施工方案砌体工程施工方案一、编制依据1、*施工图2、*施工组织设计3、砌体结构设计规范 GB50003-2011 4、砌体结构工程施工 质量验收规范 GB50203-2011 5、建筑工程施工 质量验收统一标准 GB50300-2013 6、混凝土结构 施工质量验收规范 GB50204-2015 7、钢筋混凝土结构 抗震构造详图 11YG002 8、蒸压 加气混凝土砌块墙
10、12YJ3-3 9、钢筋混凝土 过梁11YG301 二、工程概况。本工程标高 0.00 以下室外用 MU15烧结煤矸石砖、M5水泥砂浆。标高 0.00 以下室内用 A3.5 的加气砼块，其体积干容重6.5KN/m3、M5.0混合砂浆。标高 0.00 以上用强度等级 A3.5，其体积干容重 6.5KN/m3的加气砼块，M5.0 混合砂浆,女儿墙为 M10 水泥砂浆。砌体施工质量要求为B级。除图中单独注明墙体材料及厚度之处外，填充墙厚度同相邻结构墙肢厚度，其他墙体厚度均为100mm 或 200mm 厚加气混凝土砌块墙体。文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E
11、9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编
12、码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P
13、1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7
14、R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7
15、C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R
16、2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE
17、9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5*砌体工程施工方案住宅层未注明的洞口高度均距地2100;未特殊注明位置的墙体均为轴线居墙中。厨房、卫生间加气混凝土墙根部采用C20细石混凝土上翻 250mm 高（距楼面建筑标高）条带，遇门断开。构造柱、圈梁及压顶：填充墙应沿砼墙、框架柱、构造柱全
18、高每隔 600mm设 26 通长拉筋；墙长大于5m时墙顶与梁或板设拉结（做法见附图），墙长不大于 5m时墙顶与梁应斜砌顶紧；砌体净高大于4 米时，应在墙体半高或墙洞上方设置沿墙全长贯通并与柱连接的钢筋混凝土水平系梁，系梁断面尺寸为墙厚 200mm，纵筋 410，箍筋6200(2)；构造柱截面和配筋除特别注明外，截面均为200mm 墙厚，纵筋 412，箍筋 6200，(当墙厚为100时,纵筋 212,S 型拉筋 6200)，构造柱纵筋锚入上下梁或板内La，构造柱纵筋搭接长度35d；女儿墙构造柱应轴线相交处、转角处且间距不大于 3 米处设置，截面 200mm 墙厚，纵筋 412，箍筋6200；填充
19、墙窗台（墙身节点特殊注明者除外）上部做（11#12#楼）60mm、（9#10#楼）80mm高 C20钢筋混凝土压顶同墙体宽度，纵向配筋36 两端锚入柱或钢筋混凝土墙内，分布筋 6300。当外墙同一跨内有高低窗相邻时，低窗的窗台压顶贯通至两侧钢筋混凝土墙，高窗的窗台压顶伸至低窗窗边。文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE
20、9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E
21、9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编
22、码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P
23、1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7
24、R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7
25、C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R
26、2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5*砌体工程施工方案墙长大于 5m时墙顶与梁或板拉结点做法砌体工程施工计划于2016 年 6 月 15日开始施工，至2016年 10 月 30日施工完成。三、施工准备3.1 技术准备3.1.1、砌块砌筑前应对施工部位图纸进行审核、熟悉图纸掌握设计要求和标准。施工前，对施工班组进行技术、安全交底。3.1.2、砌体工程开始前，必须做好拉结筋、构造柱筋的植筋和绑扎，且拉拔试验合格。3.1.3、弹好墙身位置线，门口、预留洞位置线，根据本工程的特点，宜放控制线，控制线应符合设计要求。文档编码:
27、CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O
28、10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8
29、 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4
30、E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V
31、3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H
32、9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J
33、5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5*砌体工程施工方案3.1.4、抄好每层+0.50M的水平线，在墙、柱上要弹好，构造柱上用胶布贴好，此时+0.50M的水平线是建筑标高，施工时务必注意。3.1.5、按砌筑操作需要，
34、画好皮数杆，立在转角处或构造柱上。3.1.6、加气混凝土砌块砌筑前，应根据建筑物的平面、立面图绘制砌块排砖图（如下图）。并将排砖图张贴至施工现场相应部位。3.2 材料准备1、砖：蒸压加气混凝土砌块、蒸压灰砂砖、烧结煤矸石砖强度等级必须符合设计要求，并有出厂合格证、出厂检验报告、有效期内的型式检验报告且要进场复检。2、蒸压加气混凝土砌块产品龄期应超过28 天；文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9
35、V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5
36、文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:C
37、W7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O1
38、0I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8
39、HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E
40、10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3
41、 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5*砌体工程施工方案3、蒸压加气混凝土砌块进场后应按品种、规格分别堆放整齐，堆置高度不宜超过 2 米，底部加垫板，顶部应防止雨淋。4、对于门窗洞口的木砖采用C20砼预制块，混凝土块在门洞口两侧上按设计要求放置，从距楼地面沿门窗洞口高度分别在第2 批、4 批、6 批放砼预制块。（混凝土预制块规格200mm 300mm 墙厚）。5、加气块顶部斜砖采用MU10 蒸压灰砂砖（2009553）mm，斜砌 4560角。
42、6、砌体工程采用 M5.0 水泥砂浆、M5.0 混合砂浆,M10 水泥砂浆,应通过实验室试验确定配合比，水泥采用 PC32.5R复合硅酸盐水泥，砂子选用中砂，各材料用量一律采用重量比。7、砌筑砂浆采用机械搅拌，自投料完算起，搅拌时间不得少于2 分钟。8、砂浆随拌随用，应在3 小时内使用完毕。3.3 现场准备1、为保证二次结构施工生产力，11#楼、12#楼、9#10#楼现场 布置 3 个搅拌车间及料场。2、距墙体 200mm 处弹出墙身线平面控制线，根据现场砌体的实际规格尺寸，再弹出门洞口位置线及填充墙体构造柱位置线，经验线符合设计图纸的尺寸要求，办完验收手续。3、立皮数杆：砌筑前先按标高立好皮
43、数杆，或在混凝土框架柱上划好皮数，皮数杆上标有门洞口、拉结筋、圈梁、过梁的尺寸标高。皮数杆应垂直、牢固、标高一致，经复核，办理验收手续。文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C
44、4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2
45、V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9
46、H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9
47、J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码
48、:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1
49、O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5文档编码:CW7P1O10I7R8 HN7C4E10R2V3 ZE9H9V9E9J5*砌体工程施工方案 4、按图纸要
50、求 在承重墙（柱）上植入拉结筋，并经拉拔试验合格。3.4 主要施工机械、机具准备设备名称型号单位数量施工电梯SC200/200 台2 物料提升机SSE160 台2 砂浆搅拌机350 台3 振捣器ZX-50 台8 冲击钻台8 小型切割机400 台12 手推车辆30 铁锨把60 3.5 人员准备 1、项目经理（*）：对工程的质量、进度、安全等负全部责任，协调施工过程中各方面问题。2、技术负责人（*）：对施工员、试验员、安全员做二级交底。协助项目经理解决施工过程中的技术问题。3、技术员（*）：按照方案、标准、交底等指导现场施工。4、施工员（*）：按施工图纸、施工规范标准、施工组织设计、施工方案等组织