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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=1738922673-NqXnx2i8KuqLUi6KHDnttqtmtNV5BHTI-0-15363619f8860219534b6baa882df6e3)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_34_1.jpg?sign=1738922673-mrISHeH9n7Ko4vkh6tuKN37axytyYifE-0-e24fb365d1a17ff3fb3e6a196aaad168)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_35_1.jpg?sign=1738922673-j5QkpdxaMluVylurJtx9U1FJTQNjGWan-0-c7e05f92408d3522b25ae4393fe98aed)
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=1738922673-YdRxM7crLdNRnEJY1gOYlteeJnpQ43Nn-0-1886ee8a1cbd87c2fdb0d743167feb79)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_37_1.jpg?sign=1738922673-2eg9l2bFeBvSIHpiyowXVKwG9aNMKErR-0-038f07735243afec57040586ab3bfc0a)
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=1738922673-9loN2eI2ZbmlAPwh0ZmKExvH1Ua2oYET-0-83cec4bedf803874c0ae575408fa84f1)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_39_1.jpg?sign=1738922673-8Q8DbID24dY4GugTe8ySrVNv7Mhf3gz9-0-1d6db5de9392121974fe2a0ca0bc351b)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_40_1.jpg?sign=1738922673-vVjijAgmQufaYRrcIRJDbRHY8UrMsHI7-0-c8bbb107116c95c8fea4b76f550e4535)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_41_1.jpg?sign=1738922673-yiYZ1XHi2Xxfeq7w2jaFNMH6lA8XMO7p-0-8f3af50189546f600efca9417de97aa2)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_42_1.jpg?sign=1738922673-k7YVsNT4YNz0joaqrYygzQmgr0m2xm17-0-0884463c98abcbd83ee491eb63755d6a)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_43_1.jpg?sign=1738922673-S8pTOnd5sFiitTXzmbi0mGSCaWOWQJgT-0-2785470cb3781a3c532ca671df2ce68d)
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=1738922673-YsuMeJxbWzNkwVaceo6dBCloWqgB5VDX-0-a5eecdf103bd993bde2cd7c4a74d7cdd)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_45_1.jpg?sign=1738922673-cVJbDhgNpiPckpciMDiFGcUDswzUsYNN-0-eb86e8659f7208af2d3a98f928a2a910)
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=1738922673-hBXffHJfugsZKqdvvvjKTwx26wRcE1wi-0-b04c581d71745eac238467a5bffd902a)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_47_1.jpg?sign=1738922673-A6tER99fH0bPPxsHo4ewU0DIyd10wLhZ-0-1e937a9532a7a4802e5fc0952416969a)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_48_1.jpg?sign=1738922673-CCa6TGvENJIYminyxyBLW7g0KMzb2vDj-0-824070506cb961163e2e3bc10e7f75b7)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_49_1.jpg?sign=1738922673-lgcutyfxz2DI30FP0OLRvqbbTd0W6Xs4-0-82e2e3d04f11ddc836c1187449fef739)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_50_1.jpg?sign=1738922673-AbJD2IUME8lrTZDEyGV3W1rMfwVAcFUr-0-beaacc86a3ad12833308c6ae5ce53427)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_51_1.jpg?sign=1738922673-DF1RBznHY4ptvWs1YEdgyN2ivEgTSvKS-0-09e1fc3608b3c5fed2a3a775a3976d02)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_52_1.jpg?sign=1738922673-GzKoUY4unCy3ESmHe5RAsYoRwnKpMQYH-0-85b5e09f974cdcd10225473171108ef2)
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=1738922673-xwwlHXMbA5J0qVlb3jnRjmWULJjKDb7O-0-5739c284372218f2c3ee7b87354f87a8)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_54_1.jpg?sign=1738922673-adIVXRWLV2DIeigqVx3iSHr82JyUetD4-0-e3a3abb17e3de9c83e604427cfa642c7)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_55_1.jpg?sign=1738922673-lctXqemEOKbz8RQEEnXMXQ77CG4XyVIj-0-79389a29be516381f9840ace4de5f47d)
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=1738922673-j5CSc3bqson7fDQZI1c21yceIByEYlTv-0-15755ff1666a834f0142b7a35ac81330)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_57_1.jpg?sign=1738922673-WJP0ZUhgnrPyEdS8ZSc1HgN0tNMutvdH-0-d70451d610575a7a224ef679669074e5)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_58_1.jpg?sign=1738922673-hJy7VtGC71f6S0xycLzLOmEaU7we9cfa-0-d6c71e0e079a5a382c2f51377acedaf7)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_59_1.jpg?sign=1738922673-Y9ojHY4VpHmbpASKeRWyMrCDsQlVTIzM-0-e78fda849240b6ad97aa10e293243de1)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_60_1.jpg?sign=1738922673-gL7O5d8mRsIzqY3IP7LlPrYbEUSGVmY7-0-b17a87ce2eb820f2bc9220fafddbe0e6)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_61_1.jpg?sign=1738922673-HYHSxWAh8UXb1F0xxrn08IoZKFlVyqip-0-347c024dcff1203506ec83cb94dacda9)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_62_1.jpg?sign=1738922673-4q21iwHRj55pvBwWJMqAyHprlo4VNznI-0-084aaa2d40bd32d99b9915b6888213e2)
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=1738922673-Fo4EyqjvoRsI5apCNQ1AGxAHQxymievm-0-c75b2028d8712c419ea6d991d13bdf2e)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_64_1.jpg?sign=1738922673-Bw3l3BefrpcvTGHiYBFu8ew6quIznyN4-0-61a5d14de4bbec217f7b10a08f7af6b4)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_65_1.jpg?sign=1738922673-uXq4zBtcmHt5fKo7gsjPvS3Pqpr3e0k2-0-76da97640055b12f9a332871e678e1dd)
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=1738922673-jV2OOZgmoLB4ya5wD9bCmp0g2D12CXmf-0-97b38a1fd7f721c0760a754c9e7d7675)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_67_1.jpg?sign=1738922673-MtkLyYwUslaB6Qnkrkvtzmbx8eOguIHk-0-4f55422278bb99821b8b19d5f4b8e6f8)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_68_1.jpg?sign=1738922673-VaUEhidJuO38noGwh1l4uYRJ6Bfcid90-0-fd40d0c57c586e5dc7f2e582d194b668)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_69_1.jpg?sign=1738922673-rPYNntg50JG0oNNPEj3nv7a6qVPHqLXw-0-ee43bda5743e733fd75463ef5897ef1d)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_70_1.jpg?sign=1738922673-zPxooYTvbwxiYSRQbONpQvvxqVx0spAb-0-795cd47cf8eeb110ff2f938514d4889c)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_71_1.jpg?sign=1738922673-Cxw9W0Iavm35mSEllet2I73fmzfENFLA-0-34ea747cf7f76ebc5f2897d8872add76)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_72_1.jpg?sign=1738922673-sgRpMCE9vwfOBpcHAuRqhHifIBy75Pe5-0-8de0631ea13d0c6d76854d41d56b065b)
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=1738922673-ZgQfaP4Gyye5oPcHS6CpevD3qyZfCyLF-0-ceaea8cc4549c2bde6f2d83fff4ac3bb)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_74_1.jpg?sign=1738922673-FXaIsz2eXgAKReG9ug9iLo6hYNkHWkCl-0-33068d221c190d0700cd5b545fa6c8cb)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_75_1.jpg?sign=1738922673-O496NzcpikLyKaKtC6KZqm4oQyxgR9v4-0-cccaaddb6de5dc7057bf111f2a70aa99)
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。