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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=1739107307-sXJ0HCRt376iDgA25cciCejinEugC5Y4-0-374fe5e3b9a29a3562a1eb5e2c8acd09)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_34_1.jpg?sign=1739107307-cbmj41lAXPDOgPZ2y6GwBiGJ0LeHAeYs-0-869de0fe1247b68ab9107c2ebc7c032e)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_35_1.jpg?sign=1739107307-1xULLgAT7nW3XI0ha5yKi7XN7Q2xaPIy-0-c868cbb995913de6e2725b3566aadbbc)
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=1739107307-1I9kqr2Hi3Ot6PwNnh7PMw5qEkUIK1IE-0-6605015ad343a46914d61fc5737236bb)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_37_1.jpg?sign=1739107307-mtH8SLpCbLj5L2n02n0Qk5AT8WhjIa4w-0-b43b8d2686d44da8890384d4e54276de)
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=1739107307-MXjuQx9Ta09I91sv1Zb7kn4hLj5rYAnx-0-18c763d79fe83c4b7e75f521d852da99)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_39_1.jpg?sign=1739107307-2htHm5PFowmMSQDthRSfFemX3tTn2CEN-0-9de5141d71c540faebe15a4cc15a5c09)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_40_1.jpg?sign=1739107307-SfsiCnCtUj7gAT35dui8wmEBupfvdMEz-0-95c12c45680ce90a2d6cee8bac0c3e41)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_41_1.jpg?sign=1739107307-epzztAP8EA3NhilGnMTk8CxENiyKnfmX-0-395fc2b185a353a74e4f4c7008cf8b74)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_42_1.jpg?sign=1739107307-kzCMFvzH6Us7rjoc2GybZSu7ePGSvkYw-0-92efad9d8497554a2a6471a27afb61dc)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_43_1.jpg?sign=1739107307-oJrZwQbqwXpuSmQOBtNR8iIBpl3gHU1r-0-8dfa6b0eb03e896888caf65efd777aaa)
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=1739107307-uTGIDhTMI9ZNYM5qprjv6xLu5gwL7REP-0-323333e85cc1917e1c4380f59090cbbc)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_45_1.jpg?sign=1739107307-nIZsNCezQEkPAB0rU3g0Ao3v7EYLiRXg-0-6f0702e9f57488212677b17a526df4d6)
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=1739107307-I9PwcfRUReGChp3k5yeIrgSSprgDLqXT-0-2cc33256fd32100e3280089c4be7adcb)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_47_1.jpg?sign=1739107307-FZd0jy9J5vrOuUDhXXtPPK2n6RVlS0kt-0-be9ceb2269c3c32c9ab9a6911f91068e)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_48_1.jpg?sign=1739107307-egg9WnjqDJ6jPvRg0sHO9UIdDYvExjYw-0-4de03cdf7d6cb7183e4433489f2b81a4)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_49_1.jpg?sign=1739107307-trEgxjuBHf7RZun3R9wXplgEgNT7kTMb-0-d387e95d84e375782275c96e731e75aa)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_50_1.jpg?sign=1739107307-kwlzG11oCtnGtew3p25vtLeMeRItOinU-0-6ac687a49bfaec63701c47ca4d206b52)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_51_1.jpg?sign=1739107307-FRKe98GzQVbMzSpCM5Kd1IdtoEU7CapJ-0-fd6e1946eedb3f5ec50a4bb6e6a843db)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_52_1.jpg?sign=1739107307-INHT0UMOAv3xHNy1K0KbLwU74QgXt073-0-a7dbe4e0b9d71ba17eee7034e92fb5c7)
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=1739107307-Zcv5o8saImCZBg6w8dYBV2X3SkxwpuH7-0-83a6efaae333d7952579a0b2ad6dc622)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_54_1.jpg?sign=1739107307-aRziBzF2QjA4Tsnbvb3nRFtnMZh98ffG-0-befa2edc2761ebe659e97bf03246fc21)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_55_1.jpg?sign=1739107307-4kbqJrOHe79KhaBcpmxmils1JV9Id54s-0-eb74de0c3dcbc0f16c882b21e6840654)
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=1739107307-uwSWIUb1zVLbCJIuFAzyi7NvJ6cAmL11-0-631aecc57646b319841545865315096a)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_57_1.jpg?sign=1739107307-bG7nOHRZ20GkJ7sVcMWKmZzDlMYH2I1V-0-52bbac85d3bd52f1d05d0ff49e11b4dc)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_58_1.jpg?sign=1739107307-lBD4Vz1MYAhjXnHMp5eQgwDeFvxCiB4x-0-244d40c38a19e8b2ca635ea9ac41c978)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_59_1.jpg?sign=1739107307-F7SLiuCZyST0wXXzACSNF0wxNaiyxQFc-0-8dd2bba77498a03de636209bbce1a6bb)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_60_1.jpg?sign=1739107307-Zcz6v7ccdrjGoMA5enAXvPnAGc6EA19b-0-447a46e76ab68cad2d4ece26f1127caf)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_61_1.jpg?sign=1739107307-n1QEN8IbNY0539S3bXsPMIZK1LZbXg0g-0-7a6d4f10330cc8074508f00b74060478)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_62_1.jpg?sign=1739107307-SoVORyLkSnP100sKIvV0U4HjKeTJBOTF-0-8810adb8d2532d3b0c6c5ac0bc5829de)
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=1739107307-UYRkN0rHMFmY4RvCaoSzT3rTw444yeiU-0-ecaa06f8f87ea920c1a160d812e012e1)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_64_1.jpg?sign=1739107307-ePmELpoliKCOKbO4VlWxR5KJjBduYqp9-0-24f0d4627efc83ddd34b73b86bbad7d6)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_65_1.jpg?sign=1739107307-BKLv2Kgwb3fZ6obof1954zUKDOYaZp4m-0-a9ffcf1c95bceb6eee10d96845db793f)
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=1739107307-40OfAHRS47sqG3P1XiuVhxQKv9xmOkou-0-e8ff755dfab9e3c527c30c2641c057f2)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_67_1.jpg?sign=1739107307-dUDhiiXz4uoBebumEuU6NYhqZJ1pbkwz-0-0026dab2d3157c42c7212b5e2bd6ffc7)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_68_1.jpg?sign=1739107307-nxIJvnWc1FpuPrUe8GLClmRQFVg9qdOP-0-090f49188e72f4a8c88edd191be38b6f)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_69_1.jpg?sign=1739107307-t8Qelk6CsGYzXiHOLeQkcy4WuX3WGAYi-0-c77c0b051160da26013b7f97e4796ddd)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_70_1.jpg?sign=1739107307-3AGemIVW3NMEtIdOFuPKOl6R321yYnmM-0-47d053c4d5f05a2416237561e3b0a7d0)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_71_1.jpg?sign=1739107307-sg79c78IqqQcz4DYnGxX6RG9cbQyVdVO-0-e46f6221dbebe146eec19f1c12e7e3f6)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_72_1.jpg?sign=1739107307-sh5gmElijTInPRbwcIbyx2sLTR35qGc1-0-c5eea45d504882312796c6b46bce67b1)
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=1739107307-izTbituVEBKSFCO5rxxVW54T6Ql5MxtS-0-9f47529a67508d879456560b4410f384)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_74_1.jpg?sign=1739107307-CvzGqnkyT6tZWLWsxqCAX9vRppqIhYdc-0-30e90b412b330c74ecb308d6d3fa9dee)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_75_1.jpg?sign=1739107307-PzhdhSmT1UoqCgtqbatmZhwjNvscoFHa-0-63d860de32a7564f1884d8f77ee1cc47)
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。