![山东省水利水电建筑工程预算定额(下册)](https://wfqqreader-1252317822.image.myqcloud.com/cover/952/40935952/b_40935952.jpg)
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=1739343404-UcrjBOKCB2cdZv8iLgGsx5d4ImpK6nVN-0-f51e4c201252095e6e47c7d5e4d561f4)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_34_1.jpg?sign=1739343404-oYndPYtuWlZRKyHuYOblEtG3SLc37kMn-0-d1d75738fe3d4af47bc9c2bc2c2b7167)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_35_1.jpg?sign=1739343404-jljzRQLCt01GFx9Ko2EqXUdhproqzFrH-0-78e03f796d8e84fce397e5966101b011)
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=1739343404-FYYIhUVLzOjs7HzuusBuSIdkuEiUsyit-0-dfd68f8eefc985d08ee0b3ca87c36b23)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_37_1.jpg?sign=1739343404-J3ALgOyMWaFH70dNFkys0ozIOgTKrpa5-0-2d188f62a960777470e53bae402972e4)
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=1739343404-m18Er4iISAflx56szWPvW4U4vpSbCbVk-0-468312ae48804642caade809b6d3763b)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_39_1.jpg?sign=1739343404-H5t3i3qHcnIFHvZTc3rT0ZbpLhbqyk2m-0-3d911192a8c66a2ad923a427fa74cbb5)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_40_1.jpg?sign=1739343404-4Xi6W09ZuhGdOErrT2WO9OgT4WV2KYdw-0-76a63d07db94fb913514fc8045931220)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_41_1.jpg?sign=1739343404-8fzCSHMgqfnyAGVMiTnqx56lRlCQObQw-0-ca45e78e8aa80570c255c7132a75fb90)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_42_1.jpg?sign=1739343404-TRkdgnu7RJWUB2QeQKiq08EM2VafjANL-0-5952f3ee4d179277017d7455eed71388)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_43_1.jpg?sign=1739343404-X6G47HsIqWP0GX36zoh8WnUqdwkb5p0D-0-00a5a937b307804d0b4bca48f2d3c538)
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=1739343404-dyYZUZgflnLSMGSpNoV6nYSfSnwltcOO-0-0d46a3b56d680fb3d56b5e8aa2f932b7)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_45_1.jpg?sign=1739343404-jYvdTDcSYu8s2uj4CpohxdRbVBYSbyuY-0-df5f75c46bd7a341324b49af7964708d)
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=1739343404-8KwP21EEyvlYcni1ifKFtmYFrfi2FYOl-0-a094364923d111aa106de3aedb4681d7)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_47_1.jpg?sign=1739343404-yr4GWhnW99jKUhtWeBlb3w1UW7of1HKR-0-05d6d86e61add313033e6a6a78d4a306)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_48_1.jpg?sign=1739343404-LbHQW2cg9bp6r0xvptWqGMNTC2t8SfOZ-0-ce927a0c886323dcd3a355dd8ae6e6ab)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_49_1.jpg?sign=1739343404-9JiJMjFyB9ly9YWCrBboy0sGL41yt4rd-0-895f46b1cca1232dd79641fc7ff7fb18)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_50_1.jpg?sign=1739343404-6uanCCancKXwLeDi5DLOTe7BWEx5jO6S-0-8113f261556152a7fdbf844976300277)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_51_1.jpg?sign=1739343404-guU5M43hq7bbkk03DuztYsCmgr4BCKd3-0-6121eed1c2d1f56c4f0c7517808ef2e4)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_52_1.jpg?sign=1739343404-QqdUfQm098H5vzhXlesbA72Z7AIsZINn-0-50db46475c29bec8149a9ee215bdf2d8)
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=1739343404-hzx1HTTsqd9L7ky5SyKgOHACSyOTB6JO-0-a54f433eb0eefdbbf357f5c196209fdd)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_54_1.jpg?sign=1739343404-nvFncFEuGJgl3iqsktaeW9VCJHv5v67W-0-89dd01a35a446457a47d98d9d3522c6d)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_55_1.jpg?sign=1739343404-GRkihP21RgMt6adnlY1Ah6JSSeZZl9vo-0-f7f790d40c31a8c797f96d522ebc0cf1)
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=1739343404-U9WCUzOZSOmwSfPttwdIRMkv1QdcrRuy-0-7a884efdda584bb03c1cead006dda6a1)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_57_1.jpg?sign=1739343404-5LtXxdiqocjGIgNnM34VCW0bQ3ZOyHdD-0-3bcadfdcf897c34e0b1bc2f37453f9f6)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_58_1.jpg?sign=1739343404-U8TfUlQhqhApBrblUryoFkB6NhYPJIFR-0-67aad9a73b5b633c1cb4b4b84c3e0a38)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_59_1.jpg?sign=1739343404-YEybyXl0bbrL0v2tAaC2p0A9cGEVcajH-0-6567ddb659ae54fd0ae163beda8a3406)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_60_1.jpg?sign=1739343404-Ss9M6WLITyUoAdOU1OG8VpHTMhpgp1Hw-0-b8f3aca3de4172dffdbdad9b04849470)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_61_1.jpg?sign=1739343404-CCe1sGJcd0S3Kc4lQGEeOgOUTEqqkv1s-0-64aa96b8d513efbeccde8324194d1acb)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_62_1.jpg?sign=1739343404-Q2XeFJxm077BJkTKGBaJ1yuopEkSeP3I-0-75506674e327f06248a8ec9d822d238c)
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=1739343404-5inBKZpWnULvRHGeP3e2mDPmG9E9pf4p-0-8790220b3a02964d119fa09ea9248244)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_64_1.jpg?sign=1739343404-bCbwafGOWzGeJeS63ivkMh2cLGqwpSkM-0-1418b6a3d839d0ff3773f59425ba6242)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_65_1.jpg?sign=1739343404-KGCecrIjKxtYqmSeIN2ctmDvFjnIw4Gj-0-ee6c8a50ff72ad4b4259da7a0325ccab)
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=1739343404-2jY2cwTFdEdY61Qs8lhDNu9gEsVYgxDc-0-2964b38d119c04edd2626e46448e6098)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_67_1.jpg?sign=1739343404-CIav6sVD5UAChB6ncZXY2Fcmq7IANG7f-0-ea543a4933ff837072c28e6a5bae3687)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_68_1.jpg?sign=1739343404-jGd4VMWMNXuUnKaDcrouZfqmsY96EvJj-0-7b5fb37c3c62d9e8f4a541092515ded6)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_69_1.jpg?sign=1739343404-ZHeOC9bDnwtVGqhEbNxuPrlYEQj4czXD-0-13528dc0f5efcba1de737fecab4ddf56)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_70_1.jpg?sign=1739343404-0QuE30BxkLKX8BJOMUkvwvpshIyQ1s4a-0-c98af7b4cbc5ea6a46a924ec6617a2bf)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_71_1.jpg?sign=1739343404-a7KRnMkmjrYJfIznjvindhIGKzpE2R2H-0-7925b37fe65e9350ca74a453f39d4e13)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_72_1.jpg?sign=1739343404-LdYjbZvx9jZvel8YvuoSS2xP0KIOLNZI-0-6a8c0a3497589aec512c512da639ced7)
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=1739343404-N6WN7SvBHM1iTTcvUfJsTcSU3xelPGYE-0-3b718f36f6eb7b7e434b912112a97ba8)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_74_1.jpg?sign=1739343404-Ny9cOCZKxuwhetOTnWojZpKMT4jLenAq-0-681e6c729a7612efa9a91bd4f269a6b8)
续表
![](https://epubservercos.yuewen.com/DAF02A/21277059308235906/epubprivate/OEBPS/Images/18325_001_75_1.jpg?sign=1739343404-fideWCSvBzXqEoz2ej4dJDm8j5XnhWCT-0-6d0177772a19e1e91ecaa41f794ae7cf)
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。