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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=1738942408-gvXHmJwcx5pndojJpMoOt4bFX7mlXg8J-0-2481c0a2e20eb93189f5a32c5a9d3c5d)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_34_1.jpg?sign=1738942408-3hirx60QnW3XN9k3JlJlX4hNG2ZVzBpw-0-276550d6ae5b0fc129c80ad339800b7c)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_35_1.jpg?sign=1738942408-scqPPsdwzyLw5psb7OVxQNkMou45x4td-0-bde9d7b3d7db9d940c4ac96499654c4e)
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=1738942408-f1Iw3VyIot907LntNSYYDRskwwZOHpQq-0-5c05f11262a40e901cc9e57675c3b4ed)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_37_1.jpg?sign=1738942408-ODw8Z0UtaoZXZm3Xmuyb6P4XedqtwKNn-0-c76c08b05b2717f9b461c5908c08b752)
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=1738942408-OlyMSwvHRUFYUImDS0WfTdsVaCumq8f8-0-66cba22148f71f68267de7c08ad7b7e0)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_39_1.jpg?sign=1738942408-X6JOO3PsS2goZpWYTgu5oYvKzOQ79ELW-0-15cdbca78da0d1436e1f5e22e8f2533e)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_40_1.jpg?sign=1738942408-L59rkbEf6HIMziialVm8T0QiQGlQbYPZ-0-a63c4e800a7ba6dcfb464dc53e476eeb)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_41_1.jpg?sign=1738942408-8832VJZLO8d9zuyzI5KSnMEps946Lnag-0-ea4356920e58d5d086f2a60fc87e8699)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_42_1.jpg?sign=1738942408-CL3IB2M8wZtU59yDozAwv3fKkvEporRh-0-718ff24407017f6248f262ff58e033fa)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_43_1.jpg?sign=1738942408-bcI60gYVQL2E8PkM0YIUduTd2vnjnP5m-0-ec0782f0a58a495aebcdd2a8c392d5e2)
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=1738942408-6AZyI5YlkYb7ScZti9CqNZ4Ggu2JFAZY-0-e01141ce788cbf80d38cf20ddf0f4f57)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_45_1.jpg?sign=1738942408-L25gPdCOSlMymjEWGEee9VpeyGVfx6XW-0-085790c64b7e2fd0ee054b149607ed79)
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=1738942408-llN6S7gfciGBo7MBAPGnHJtmEn8G1zvU-0-6c900adcfde3c244add8fbae2485af0b)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_47_1.jpg?sign=1738942408-yRHcyKAslMljqP37AGH4v4dNEzOsA1tT-0-4762a0d48eaf8a3c10f86d08d87cff4f)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_48_1.jpg?sign=1738942408-7n9Mag92Um1p9g9B1qurmFS1D8nvswuZ-0-417b80f8ab0c5ca4876a6c829bdf4444)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_49_1.jpg?sign=1738942408-pn36sZ8EP8uNijxNRFntDE6DenC8EY85-0-fa0c3b94a40c2997091c09d999291bcf)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_50_1.jpg?sign=1738942408-ZX007YMIO5gJjTnU8yNNWIsHMPeZE5uW-0-78d82eb11c985b4e3022bc0eb57bdcf6)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_51_1.jpg?sign=1738942408-jlJ2WET56dM0wBl3r7ZqXKJaUQWEWa6d-0-ab60e01262ffa93efc4fd829911ff4a1)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_52_1.jpg?sign=1738942408-UpALyPB6psOcGqsUxPYRGI7pViSzwiJ4-0-82dd5ed5a935395dae0b4bf543513db1)
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=1738942408-g0YSHFheht7sNV1xhtEKDlLELFVqmo1N-0-2a896eda1f47a32b2f2d035cafc5d24e)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_54_1.jpg?sign=1738942408-2hWUwGJNF1XAUmVK2N0XzfNQ0cf2WemD-0-1bc8f08bca4d46f0c8c1395f4e3f0203)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_55_1.jpg?sign=1738942408-rimBlPlTGUnYuWrA0sO2UNkk71CC7LT7-0-992a43066fc86b94a4697634708d55a1)
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=1738942408-sOKVHTLgDeEnHARktJNux2Ghn6XK0J1p-0-21c2a05f8ab3edf1262bbfb953f465a7)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_57_1.jpg?sign=1738942408-h1i9WnEetjnBUx3MR0xdso9zBONdnV1a-0-366c630f585be381767b8be0be4fcb4b)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_58_1.jpg?sign=1738942408-iDwKsgmG9001RunpqhGfTxQdG5UuBBco-0-ede531b045d8f23f7e9b0eb7eac4f6d6)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_59_1.jpg?sign=1738942408-ef7aM4Qf9rtjkWN3krCG4BWeDA8fCbXh-0-6f86fadefc2a5521ce11487fa1996fbe)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_60_1.jpg?sign=1738942408-DfmEUS9diJm3Ctz3zhSAdvvupIJcfLbD-0-9f5aaa1e2bc87ef96d32de84ce3c163d)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_61_1.jpg?sign=1738942408-bNvsFtgsgma8DX8GUrz1VbRPbwObZf5e-0-fc41d80bbc8ae0d4ee06cc1d39dfd712)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_62_1.jpg?sign=1738942408-GcVaFKzZOuRWxJ0zfji9mnjekpdMAIcQ-0-3bdf077521b526f4874f610c4e3ab5b7)
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=1738942408-yz4qefg1cffhn9O0rlnAGdDh45mcRthQ-0-25ae028c42c69f4066a4cc4eab01477d)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_64_1.jpg?sign=1738942408-lUKkssSupWINymf2ttZCHLzswSfddkk8-0-8938abdbf3adc4dd9765b1b952065246)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_65_1.jpg?sign=1738942408-M1tzdE9kWjb9Mzb6aPO5Hl68GeQKajtV-0-3591a75d15ae930ac40a63e0ac18304e)
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=1738942408-wJirx31Q1rCzLMIYTPi8uVMSZ462ysbh-0-7704c395616df2f0514f9a3c08fe75c9)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_67_1.jpg?sign=1738942408-yaFBl0oq6V8wcx1XZOKeA8evvTq9I6mn-0-d685994ee83c5ab6aa572715c67c587d)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_68_1.jpg?sign=1738942408-sokVL5h9gV2hQ6diZqoSS6x5EeqLjRRm-0-14054f2d3282b86b4e3542e96fa3d98e)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_69_1.jpg?sign=1738942408-NQBaKWbiiIbMdEmmK680CbSN72KTv8ky-0-fe7a5b9270ce4d7d4d2856b455327d67)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_70_1.jpg?sign=1738942408-WqjScs11Vj5RnRHmAPqUnDGV2eUc5odw-0-4eab5e67c59b37c623be212686667e32)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_71_1.jpg?sign=1738942408-LQAiwgYaj2aG8VRkXj6IkBgB2Tb2xwOQ-0-2a40e17dce506c6c306f98580c5528c0)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_72_1.jpg?sign=1738942408-SibkCr4AFfl97FjNzKvcZ4eVo4pCbtNM-0-27bb0bda86dc5999aa909a0b380b3c7f)
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=1738942408-TzxdEoihhiblh9NyNSe5b4T2BcuCGvSK-0-6bad1d1f872a0508675e6fe0f38fadc5)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_74_1.jpg?sign=1738942408-WIpzotzYbpeqPMDMk6AUUwyOF1YdEJAp-0-f165ae3d85d54b770d5e556afed8808d)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_75_1.jpg?sign=1738942408-8h2PCgXYLLCqTmYL5F5B2wflUkoFWxhe-0-85058f9a0cb1f2a97cf2dd9325f00fb6)
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。