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六-2 绞吸式挖泥船
工作内容:固定船位、挖排泥(砂)、移浮筒管、施工区内作业面移位等,配套船舶随挖泥船需要相应的定位、行驶等作业及其他各种辅助工作。
(1)60m3/h绞吸式挖泥船(土)
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_33_1.jpg?sign=1738520096-IMN0TQu6o1SdAtkJbq7m1dto933asaAZ-0-745078fb265d5688029ef9b1066c00a3)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_34_1.jpg?sign=1738520096-zSZ6ciUIAlHsSSMr0bqpMLL0aZEjLRdY-0-2ab02a6f21395954dfa82e808b32b591)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_35_1.jpg?sign=1738520096-WTz0fmrE2ddhJEPaXhpIo8oCndR6G5K9-0-80803e7b5959e99e4d834e9f5ee3af5d)
注 1.基本排高5m。排高每增(减)1m,定额乘(除)以1.02系数。
2.最大挖深4.5m,基本挖深3m。挖深每超深1m,定额增加0.04系数。
3.距离每增排0.1km,人工、绞吸式挖泥船和岸管定额乘以1.08系数。
4.最大增排距离不超过原船最大排距。
(2)60m3/h绞吸式挖泥船(砂)
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_36_1.jpg?sign=1738520096-0E5Or3vrPOb6z5WOd2y1T0IOOidDk53t-0-8c5204dcb2594115ec3a113e17b5a845)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_37_1.jpg?sign=1738520096-7J5VHjhZUsTlP4kD4m5fmwlt0ppWU0qS-0-548c58b9032dfb28421c5aa86c0360a5)
注 1.基本排高3m。排高每增(减)1m,挖中砂定额乘(除)以1.048系数,挖粗砂定额乘(除)以1.25系数;挖粗砂 定额最大排高为5m。
2.最大挖深4.5m,基本挖深3m。挖深每超深1m,定额增加0.04系数。
3.距离每增排0.1km,人工、绞吸式挖泥船和岸管定额乘以1.09系数。
4.最大增排距离不超过原船最大排距。
(3)100m3/h绞吸式挖泥船(土)
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_38_1.jpg?sign=1738520096-YhUkRpXZwAAZb8YBBEjIRoDFwRbCbdIu-0-f16a9a727d76fb81f043f44c5f0e90d6)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_39_1.jpg?sign=1738520096-3fbfl1jgpH6CIM7GcknvsJkvyu4cX82j-0-c962e854b391f504f5f6d49c65a14227)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_40_1.jpg?sign=1738520096-U23JnNPCn4etezd5wUR7lv7WoUrUCVvd-0-804cd0eb2916e66d8394e03dcbe87890)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_41_1.jpg?sign=1738520096-HiHG88Hwn9INL1Z86EkEAibZFF9hnGq3-0-f4eb581929427e0a3b9df1356dd19b22)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_42_1.jpg?sign=1738520096-EGizTXMy5WP4lKeFbdtjqc8nPVuKnaHr-0-7948df332b104f81a553e7ad6876dea5)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_43_1.jpg?sign=1738520096-ekRL8pbdRSU2bsUpx0aEEEiTl64ZJ4TS-0-7bb6d49f975f66e8dd1c40c5fefc084d)
注 1.基本排高6m。排高每增(减)1m,定额乘(除)以1.02系数。
2.最大挖深5.2m,基本挖深3m。挖深每超深1m,定额增加0.03系数。
3.距离每增排0.1km,人工、绞吸式挖泥船和岸管定额乘以1.06系数。
4.最大增排距离不超过原船最大排距。
(4)100m3/h绞吸式挖泥船(砂)
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_44_1.jpg?sign=1738520096-tRzorSYvazvDOOu9hJWDfsO6GWc3lD6e-0-ee858bedeb442f2ecab096364a8f940a)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_45_1.jpg?sign=1738520096-VE0gojEF0pIJiT9519jwrjce81RuSUwq-0-6657ee84f21d3c0e51d0f93d37eb9308)
注 1.基本排高4m。排高每增(减)1m,挖中砂定额乘(除)以1.044系数,挖粗砂定额乘(除)以1.18系数;挖粗砂 定额最大排高为6m。
2.最大挖深4.5m,基本挖深3m。挖深每超深1m,定额增加0.03系数。
3.距离每增排0.1km,人工、绞吸式挖泥船和岸管定额乘以1.07系数。
4.最大增排距离不超过原船最大排距。
(5)200m3/h绞吸式挖泥船(土)
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_46_1.jpg?sign=1738520096-Pb2S6r7suUtdwZYVjXOzfwHpfdUSUBkx-0-8f48e9f782a0481ad262b74984c797c8)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_47_1.jpg?sign=1738520096-gWIN6OrJf0KNREJVjdOLnhCrTGLe5NzB-0-f1f8e74ef0643da2920fd59cad598eee)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_48_1.jpg?sign=1738520096-xH3uvwKC6yOSwJxh1jKk93AWagg8YJuu-0-08176b3f0660a3bc7a326a5ed514b0fd)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_49_1.jpg?sign=1738520096-VAQgs6pciASYuZZGMyl1qOdJR3NL96fm-0-666392ad9a69e9c81ae190f644e2b3f5)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_50_1.jpg?sign=1738520096-YkqvVUQQhhAL46NPkTcSOfntmeOP7U4Z-0-9bd4ea6aed38854d73fb86aa0af78749)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_51_1.jpg?sign=1738520096-VyU0zotNTjW3AmOQl6er6XRtAzFSgwsA-0-eac8facb87b72c5726ba4b4f99dec10c)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_52_1.jpg?sign=1738520096-z69JKDYfIzKTLIg2zATNiAB2MuvRKLVR-0-4f9b15af20386d86f397117ca9296e05)
注 1.基本排高6m。排高每增(减)1m,定额乘(除)以1.015系数。
2.最大挖深10m,基本挖深6m。挖深每增1m,定额增加0.03系数。
3.距离每增排0.1km,人工、绞吸式挖泥船和岸管定额乘以1.04系数。
4.最大增排距离不超过原船最大排距。
(6)200m3/h绞吸式挖泥船(砂)
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_53_1.jpg?sign=1738520096-2jgaI8ttAXiRtDShh29bzpirUotDOnWc-0-436b2901e7fe328726df74d1a9ced96c)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_54_1.jpg?sign=1738520096-6h5WIeFoYbldGitmTkDElpt9tUShc19w-0-c8e0ab522925baf503679de9310a3609)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_55_1.jpg?sign=1738520096-v1qRZS5pFznvLvQIDXOs9Qo5a5Ba0vdx-0-19867c890c71ef0c9736aa12d1ff4f58)
注 1.基本排高4m。排高每增(减)1m,挖中砂定额乘(除)以1.027系数,挖粗砂定额乘(除)以1.10系数;挖粗砂 定额最大排高为6m。
2.最大挖深10m,基本挖深6m。挖深每超深1m,定额增加0.03系数。
3.距离每增排0.1km,人工、绞吸式挖泥船和岸管定额乘以1.05系数。
4.最大增排距离不超过原船最大排距。
(7)400m3/h绞吸式挖泥船(土)
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_56_1.jpg?sign=1738520096-TKBpTQHTyE1mQDzUyKT16nDfohHMW7fb-0-4f546d4ab2756d280ae336279f6fd0ef)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_57_1.jpg?sign=1738520096-uJxX4Zl5f4FQ2sIFHJrdcBF9ji0mufle-0-6c1aa9a55b89f16cad3e7530c26a7010)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_58_1.jpg?sign=1738520096-hjyMlvcZFZQ7HLn2hUuDcUbi5VI4hTtk-0-efe34f34c54f78f564607b8c614c6344)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_59_1.jpg?sign=1738520096-F0913RLzeqXLKKkwio53l5KxKzmHVYTY-0-134d8021b71564d7880433f450f08d80)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_60_1.jpg?sign=1738520096-Jawdyy1Gruo6H8frIuot9Wp7mJFPQbgY-0-6867b949275baaa908848e6941dfb80d)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_61_1.jpg?sign=1738520096-33W86H3G6AWt1nMrfr6JNWUardvXqAUl-0-ddb56809ecf46cb858a359ab43f31a19)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_62_1.jpg?sign=1738520096-XEKRHyitCJAGxdLEl4577HAuEeJLtPKu-0-fb81dcc8061fe5131e5d09240c01fb64)
注 1.基本排高6m。排高每增(减)1m,定额乘(除)以1.015系数。
2.最大挖深10m,基本挖深6m。挖深每增1m,定额增加0.03系数。
3.距离每增排0.1km,人工、绞吸式挖泥船和岸管定额乘以1.03系数。
4.最大增排距离不超过原船最大排距。
(8)400m3/h绞吸式挖泥船(砂)
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_63_1.jpg?sign=1738520096-oEayteM2LGgCrujv8At5pTCRnWHIZQCR-0-709cdff930afa13d303cdf9fc0505161)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_64_1.jpg?sign=1738520096-iUPtHeUMrXnR1bfffOfVwmVNaxWVJeIC-0-f86ac66321bbf4a62a2c4e6a443b141f)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_65_1.jpg?sign=1738520096-oV7siqz0pFpftSdKaV4AwakuOesvzfr9-0-0629e66a7afe76ace9558ebd351a9406)
注 1.基本排高4m。排高每增(减)1m,挖中砂定额乘(除)以1.027系数,挖粗砂定额乘(除)以1.10系数;挖粗砂 定额最大排高为6m。
2.最大挖深10m,基本挖深6m。挖深每超深1m,定额增加0.03系数。
3.距离每增排0.1km,人工、绞吸式挖泥船和岸管定额乘以1.05系数。
4.最大增排距离不超过原船最大排距。
(9)500m3/h绞吸式挖泥船(土)
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_66_1.jpg?sign=1738520096-NGH0jXg1bY34fdRLDPx52pHUHEFuywb5-0-96e4401204c6ce62b84898b8397829ec)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_67_1.jpg?sign=1738520096-bpo1KrqIE9tHx2qoO1tgu4bwagzXB8Rc-0-0d80634defeda74458a168911fb667df)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_68_1.jpg?sign=1738520096-0gIjfuR5pRJhEo9O3xvpeBDj3doDDY4t-0-fe7604db73783c1514c5c48503f1356a)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_69_1.jpg?sign=1738520096-ftu1E5UOOKpgLVwe9A5y758fxL1n9uQH-0-18efd83a414a17263ff96ab98a005ba3)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_70_1.jpg?sign=1738520096-jmaPqPzENIQ0KzIHVNWYqRqGJ9I9p2he-0-000267f2a1bbafa71e5c232420421197)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_71_1.jpg?sign=1738520096-B5aFUJxRay00HyDdTEaxi1nWUMhG2aR4-0-f7b0b71abc7d71e0aa5f0b8dcd7443cd)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_72_1.jpg?sign=1738520096-VK5PO7rCygvEFsDoXq0an9JMVZ4y3BFH-0-ad667470b021b14280f75706cea19598)
注 1.基本排高6m。排高每增(减)1m,定额乘(除)以1.015系数。
2.最大挖深10m,基本挖深6m。挖深每增1m,定额增加0.03系数。
3.距离每增排0.1km,人工、绞吸式挖泥船和岸管定额乘以1.03系数。
4.最大增排距离不超过原船最大排距。
(10)500m3/h绞吸式挖泥船(砂)
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_73_1.jpg?sign=1738520096-upEkoMNlwyXpkOltYA4FpqOV3G1HLoor-0-33a0a0e9d36b3c9eb22665384c58a067)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_74_1.jpg?sign=1738520096-gjI6XgZjsLEwEnR9fWm3ej5IGCV4yWKF-0-072bb2cf2e2d1126f44bfc9966c50e34)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_75_1.jpg?sign=1738520096-aZ8J6i8eNGXkYsletoHHFPSKVegQ4bLI-0-347fb3d3ab778228ecd844daa9d161a1)
注 1.基本排高4m。排高每增(减)1m,挖中砂定额乘(除)以1.027系数,挖粗砂定额乘(除)以1.10系数;挖粗砂 定额最大排高为6m。
2.最大挖深10m,基本挖深6m。挖深每超深1m,定额增加0.03系数。
3.距离每增排0.1km,人工、绞吸式挖泥船和岸管定额乘以1.05系数。
4.最大增排距离不超过原船最大排距。