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深圳地铁时刻表深圳地铁时刻表 注:部分地区地铁运行时间变动比较频繁,本站时刻表会尽量保持最新,但也 仅供参考,请提前到达车站,以免耽误行程。 深圳地铁1号线(罗宝线)首尾班车经过各车站时间 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MP...

深圳地铁时刻表
深圳地铁时刻表 注:部分地区地铁运行时间变动比较频繁,本站时刻表会尽量保持最新,但也 仅供参考,请提前到达车站,以免耽误行程。 深圳地铁1号线(罗宝线)首尾班车经过各车站时间 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in 方向 首班车 末班车 车站 往机场东 往罗湖 往机场东 往罗湖 罗湖 06:30 — 23:00 — 国贸 06:32 06:59 23:02 00:06 老街 06:33 06:57 23:03 00:04 大剧院 06:36 06:55 23:06 00:02 科学馆 06:38 06:53 23:08 00:00 华强路 06:40 06:51 23:10 23:58 岗厦 06:43 06:48 23:13 23:55 会展中心 06:45 06:46 23:15 23:53 购物公园 06:46 06:45 23:16 23:51 香蜜湖 06:49 06:42 23:19 23:48 车公庙 06:51 06:40 23:21 23:46 竹子林 06:53 06:38 23:23 23:44 侨城东 06:34 06:35 23:26 23:41 华侨城 06:36 06:33 23:28 23:39 世界之窗 06:33 06:31 23:32 23:37 白石洲 06:42 06:37 23:31 23:35 高新园 06:35 06:35 23:34 23:33 深大 06:37 06:33 23:37 23:31 桃园 06:31 06:37 23:40 23:27 大新 06:33 06:34 23:42 23:25 鲤鱼门 06:36 06:32 23:44 23:23 前海湾 06:37 06:30 23:46 23:21 新安 06:35 06:49 23:48 23:19 宝安中心 06:37 06:47 23:50 23:17 宝体 06:41 06:45 23:54 23:15 坪洲 06:41 06:43 23:54 23:13 西乡 06:43 06:41 23:56 23:11 固戍 06:47 06:37 00:00 23:07 后瑞 06:51 06:33 00:04 23:03 机场东 — 06:30 — 23:00 1号线(罗宝线)线行车信息罗湖 06:30-23:00|机场东 06:30-23:00 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in 深圳地铁3号线(龙岗线)首尾班车经过各车站时间 方向 首班车 末班车 车站 往双龙 往益田 往双龙 往益田 益田 06:30 , 23:00 , 石厦 06:32 06:42 23:02 00:08 购物公园 06:34 06:39 23:04 00:06 福田 06:36 06:37 23:06 00:04 少年宫 06:39 06:35 23:09 00:01 莲花村 06:41 06:32 23:11 23:59 华新 06:36 06:30 23:14 23:56 通新岭 06:38 06:37 23:16 23:54 红岭 06:32 06:35 23:18 23:52 老街 06:55 06:33 23:21 23:50 晒布 06:37 06:31 23:22 23:47 翠竹 06:39 06:39 23:25 23:45 田贝 06:31 06:36 23:27 23:43 水贝 06:33 06:34 23:29 23:41 草埔 06:35 06:32 23:32 23:38 布吉 06:39 06:38 23:35 23:35 木棉湾 06:41 06:36 23:37 23:33 大芬 06:43 06:34 23:39 23:31 丹竹头 06:45 06:31 23:41 23:28 六约 06:49 06:38 23:46 23:24 塘坑 06:52 06:35 23:48 23:22 横岗 06:55 06:49 23:51 23:19 永湖 06:57 06:46 23:54 23:16 荷坳 07:00 06:44 23:56 23:14 大运 07:02 06:41 23:58 23:11 爱联 07:04 06:39 00:01 23:09 吉祥 07:07 06:37 00:03 23:07 龙城广场 07:09 06:34 00:06 23:04 南联 07:12 06:32 00:08 23:02 双龙 — 06:30 — 23:00 3号线(龙岗线)线行车信息益田-双龙 06:30-23:00 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in 深圳地铁4号线(龙华线)首尾班车经过各车站时间 方向 首班车 末班车 车站 往福田口岸 往清湖 往福田口岸 往清湖 清湖 06:30 — 23:00 — 龙华 06:32 06:56 23:02 23:26 龙胜 06:34 06:54 23:04 23:24 上塘 06:36 06:52 23:06 23:22 红山 06:38 06:49 23:08 23:19 深圳北站 06:41 06:50 23:11 23:20 白石龙 06:42 06:45 23:12 23:15 民乐 06:44 06:43 23:14 23:13 上梅林 06:47 06:40 23:17 23:10 莲花北 06:49 06:38 23:19 23:08 少年宫 06:30 06:36 23:21 23:06 市民中心 06:31 06:35 23:23 23:05 会展中心 06:33 06:35 23:24 23:05 福民 06:35 06:31 23:26 23:01 福田口岸 — 06:30 — 23:00 4号线(龙华线)线行车信息清湖-福田口岸 06:30-23:00 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in 深圳地铁2号线(蛇口线)首尾班车经过各车站时间 方向 首班车 末班车 车站 往新秀 往赤湾 往新秀 往赤湾 赤湾 06:30 — 23:00 — 蛇口港 06:33 07:20 23:03 00:05 海上世界 06:35 07:18 23:05 00:03 水湾 06:37 07:17 23:07 00:01 东角头 06:39 07:14 23:09 23:59 湾厦 06:30 07:11 23:12 23:56 海月 06:31 07:10 23:13 23:54 登良 06:33 07:08 23:15 23:52 后海 06:35 07:06 23:18 23:50 科苑 06:38 07:03 23:20 23:48 红树湾 06:42 06:59 23:24 23:44 世界之窗 06:30 06:57 23:27 23:41 侨城北 06:33 06:53 23:30 23:38 深康 06:35 06:51 23:32 23:36 安托山 06:37 06:49 23:34 23:34 侨香 06:38 06:47 23:36 23:32 香蜜 06:40 06:45 23:38 23:30 香梅北 06:42 06:43 23:40 23:28 景田 06:45 06:40 23:43 23:25 莲花西 06:47 06:37 23:46 23:22 福田 06:49 06:35 23:48 23:20 市民中心 06:51 06:47 23:50 23:17 岗厦北 06:53 06:45 23:52 23:15 华强北 06:56 06:42 23:55 23:12 燕南 06:58 06:40 23:57 23:10 大剧院 07:01 06:37 00:00 23:07 湖贝 07:03 06:34 00:03 23:04 黄贝岭 07:06 06:32 00:05 23:02 新秀 — 06:30 — 23:00 2号线(蛇口线)线行车信息赤湾-新秀 06:30-23:00 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in 深圳地铁5号线(环中线)首尾班车经过各车站时间 方向 首班车 末班车 车站 往前海湾 往黄贝岭 往前海湾 往黄贝岭 黄贝岭 06:30 — 23:02 — 怡景 06:32 07:09 23:04 00:03 太安 06:35 07:06 23:07 00:00 布心 06:37 07:04 23:09 23:58 百鸽笼 06:40 07:01 23:12 23:55 布吉 06:43 06:59 23:15 23:53 长龙 06:45 06:57 23:17 23:50 下水径 06:47 06:55 23:19 23:48 上水径 06:49 06:52 23:21 23:46 杨美 06:53 06:49 23:25 23:42 坂田 06:55 06:47 23:27 23:40 五和 06:57 06:44 23:29 23:38 民治 07:00 06:41 23:32 23:35 深圳北站 07:03 06:39 23:35 23:33 长岭陂 06:34 06:35 23:38 23:29 塘朗 06:37 06:56 23:41 23:26 大学城 06:41 06:52 23:45 23:22 西丽 06:44 06:50 23:48 23:20 留仙洞 06:46 06:48 23:50 23:18 兴东 06:49 06:44 23:53 23:14 洪浪北 06:51 06:42 23:55 23:12 灵芝 06:53 06:40 23:57 23:10 翻身 06:56 06:37 00:00 23:07 宝安中心 06:58 06:36 00:02 23:06 宝华 07:00 06:34 00:04 23:04 临海 07:02 06:32 00:06 23:02 前海湾 — 06:30 — 23:00 5号线(环中线)线行车信息黄贝岭 06:30-23:02|前海湾 06:30-23:00 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in
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