高压旋喷桩

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1、市政基础设施工程高压旋喷桩施工记录市政施—17共页，第页工程名称承包单位单位工程名称分包单位里程(区设计桩长设计桩径设计桩底设计桩顶喷嘴喷嘴直径工艺形式机号号)部位(m)(m)标高(m)标高(m)数量(㎜)30.6-3.13-0.1312.2单管喷射起止标重复喷射起施工时间地面旋喷提喷射桩高(m)止标高(m)喷射桩重复喷(hmin)垂直备标高升速度压力号径(m)射次数度(%)注(m)起止起止(m/min)起止(MPa)12.54-6.131.550.620.197:258:08250.422.56-6.131.570.620.198:

2、148:56240.532.53-6.141.570.630.209:029:45230.442.57-6.151.570.630.189:5110:33250.652.56-6.151.570.640.1910:3811:20210.262.57-6.151.570.640.1811:2712:09250.172.55-6.151.560.640.1812:1612:58230.482.53-6.161.550.640.2013:0613:48240.592.55-6.141.570.620.1913:5314:35210.3102

3、.58-6.131.550.610.1914:4315:25250.3112.55-6.131.570.620.1915:3316:16220.6122.53-6.161.550.630.1916:2317:06240.2132.54-6.151.580.620.2017:1117:54230.1142.57-6.141.580.630.1818:0218:45240.4152.57-6.161.560.650.1818:5319:36250.5162.55-6.141.560.630.1919:4420:27240.4172.55-

4、6.141.560.650.1920:3221:15240.1182.56-6.131.580.640.1921:2222:04230.6192.55-6.151.560.620.1822:0922:51250.5202.54-6.131.550.620.1922:5823:41230.1212.55-6.131.560.640.1823:470:26210.1222.55-6.141.540.650.190:311:13220.1232.55-6.151.540.630.201:212:03230.2242.56-6.151.570

5、.630.192:102:52230.3252.54-6.141.550.640.182:573:40220.3项目技术负责人:质检员:施工员:监理工程师:年月日精品学习资料可选择pdf第1页，共6页-----------------------市政基础设施工程高压旋喷桩施工记录市政施—17共页，第页工程名称承包单位单位工程名称分包单位里程(区设计桩长设计桩径设计桩底设计桩顶喷嘴喷嘴直径工艺形式机号号)部位(m)(m)标高(m)标高(m)数量(㎜)30.6-3.13-0.1312.2单管喷射起止标重复喷射起施工时间地面旋喷提喷射桩高(

6、m)止标高(m)喷射桩重复喷(hmin)垂直备标高升速度压力号径(m)射次数度(%)注(m)起止起止(m/min)起止(MPa)262.55-6.161.570.620.187:258:07220.2272.55-6.141.550.650.198:158:58240.3282.56-6.151.560.620.199:039:45210.3292.56-6.151.560.640.199:5010:33240.5302.56-6.151.570.650.2010:4011:22210.3312.54-6.141.570.630.20

7、11:2712:09230.4322.55-6.131.540.640.1912:1612:59240.5332.53-6.161.550.640.2013:0613:49240.5342.54-6.141.550.620.1813:5414:37230.6352.54-6.131.570.640.1914:4515:28230.3362.57-6.141.560.620.1915:3316:16210.3372.54-6.161.580.630.1916:2317:06210.4382.54-6.151.560.620.1917:1

8、217:54230.5392.56-6.161.540.620.2017:5918:42250.4402.57-6.141.570.620.1818:4919:31240.3412.55-6.141.560.650.19