(完整word版)砖砌围墙施工方案_.pdf

第 1 页砖砌围墙施工方案1 设计要求（1）围墙采用砖砌，墙厚240mm，高 2.5m，总长约 1.3km（以业主代表现场收方为准）。两侧用灰白色合成树脂乳液外墙涂料，墙面分格条宽 12mm 深 8mm。（2）沿围墙纵向每 4m 设置 360360mm砖壁柱。（4）挖填方交界处，基础高差较大时或围墙长度超过30 米(实土地基)或 9 米(填土地基)时，应设置沉降缝或伸缩缝(可合在一起设置)，缝宽 25mm，缝内用沥青麻丝填充，缝处设双壁柱。（5）围墙基础下土层为填土地基时，基础下回填土层应分层压实，压实系数不小于 0.94，每层厚度为 300mm，再置换 3:7 砂石垫层压实，厚 0.5m，每边比基础宽 300mm。基础宽 500mm，高 600mm。采用 M7.5 浆砌片石基础。（7）砖墙外侧50cm 处沿墙走向设排水沟，排水沟采用砖砌，2cm 厚 M10 砂浆抹面，沟内侧宽300mm，深 600mm，墙厚 120mm。第五，砖墙基础 0.000m标高以下部分采用同一材质，0.000m标高处设防潮层，用1:2 水泥砂浆，内掺 5防水剂 25mm厚；第六，砖采用蒸压灰砂砖等符合要求的砌体材料，砖墙砌筑砂浆采用混合砂浆或水泥砂浆，强度等级 M10，砂浆饱满度不得小于80%，缝宽 10mm。（9）质量要求：第一，轴线位移偏差5mm（每 100m）；第 2 页第二，平整度偏差 5mm；第三，垂直度偏差 10mm；第四，墙顶水平偏差10mm；第五，墙身截面尺寸偏差-5mm8mm。图 1.3-1 围墙平面图图 1.3-2 围墙外立面图图 1.3-3 围墙内立面图文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3第 3 页图 1.3-4 围墙剖面图图 1.3-5 围墙水沟2 施工工艺要点（1）在围墙基础施工过程中，对轴线控制桩应经常进行复测，以防桩位移影响围墙施工定位。（2）围墙基础基槽开挖时，至基底设计标高，留 300mm 土层人工清底、修坡，基槽挖好后，要防止雨水及地下水浸泡，开挖完成后文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3第 4 页应立即对基坑进行垫层及基础施工。（3）回填土分层铺摊和夯实，采用振动打夯机，每层铺土厚度为 300mm，每层至少夯打三遍，要求一夯压半夯；在气候干燥时须加速回填，如遇雨天，回填土应做含水率测定，采取翻晒、晾干或参入干土等措施。（5）围墙砌筑要点：第一，砌筑前，应将砌筑部位清理干净，浇水湿润；第二，砂浆搅拌宜用机械搅拌，搅拌时间不少于2 分钟。（6）抹灰工程要点：第一，底层砂浆抹好后第二天，将墙面湿润后，进行抹罩面灰的工作;第二，抹时先薄薄地刮一道使其与底层抓牢，接着抹第二遍，用大杠刮平找直，用铁抹子压实压光。3 工程数量表序号名称单位数量备注1 围墙土方开挖m3 2210 2 水沟土方开挖m3 1357 3 C15 混凝土垫层m3 187.2 4 M7.5 浆砌片石m3 390 5 水沟砌砖m3 187.2 6 围墙砌砖m3 367 7 M10 砂浆抹面m2 9360 8 沉降缝m 15 文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 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