(完整word版)砖砌围墙施工方案_.pdf

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1、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

2、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

3、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

4、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:CQ7N

5、8X8J9Z8 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:CQ7N8X8J9Z

6、8 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 HG10

7、P4K10J6Z1 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 HG10P4K10J

8、6Z1 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 ZB

9、7X7J7R8P3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 ZB7X7J7R

10、8P3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 HG10P4K10J6Z

11、1 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 ZB7X

12、7J7R8P3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 ZB7X7J7R8P

13、3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:

14、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:CQ7N8X

15、8J9Z8 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

16、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 HG10P4

17、K10J6Z1 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

18、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:CQ7

19、N8X8J9Z8 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:CQ7N8X8J9

20、Z8 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 HG1

21、0P4K10J6Z1 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 HG10P4K10

22、J6Z1 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 Z

23、B7X7J7R8P3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 ZB7X7J7

24、R8P3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

25、编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3文档编码:CQ7N8X8J9Z8 HG10P4K10J6Z1 ZB7X7J7R8P3第 5 页文档编码: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

26、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:CQ7N

27、8X8J9Z8 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:CQ7N8X8J9Z

28、8 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 HG10

29、P4K10J6Z1 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 HG10P4K10J

30、6Z1 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 ZB

31、7X7J7R8P3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

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