초록 ▼

Method for construction of a wind turbine generator on a slip formed concrete on a construction/deployment dry dock barge and delivery of WTG and foundation to the installation site as a complete unit. A split hull hydraulic dump scow facilitates the slip form construction and deployment of the slip

Method for construction of a wind turbine generator on a slip formed concrete on a construction/deployment dry dock barge and delivery of WTG and foundation to the installation site as a complete unit. A split hull hydraulic dump scow facilitates the slip form construction and deployment of the slip-formed gravity anchor(s). The barge is sunk as a dry dock to a draft that permits the WTG/WTG foundation to be floated off. The free floating WTG foundation is ballasted with sea water to its operating draft. The tension legs from the gravity anchors are attached to the WTG foundation. The sea water is then removed from the WTG foundation. The gravity anchor(s) is constructed from slip formed concrete on a split hull hydraulic dump scow and deployed to the installation site, with tension legs attached for deployment and attachment to the WTG platform.

대표청구항 ▼

1. A method of constructing and deploying a wind turbine generator (WTG) unit and gravity anchor in open water, comprising the steps of: positioning a construction and deployment barge adjacent a staging dock;positioning a slip form in a central portion of said construction and deployment barge, sai

1. A method of constructing and deploying a wind turbine generator (WTG) unit and gravity anchor in open water, comprising the steps of: positioning a construction and deployment barge adjacent a staging dock;positioning a slip form in a central portion of said construction and deployment barge, said construction and deployment barge having a wing wall at each corner;positioning a layer of timber of a selected thickness beneath a WTG foundation prior to slip forming same and deflecting the load of said WTG foundation due to a difference in rigidity of said WTG foundation and said construction and deployment barge;slip forming said concrete WTG foundation on said construction and deployment barge prior to leaving said staging dock;mounting a tower on said WTG foundation;mounting a WTG on said tower, said WTG including a nacelle with a hub and a plurality of blades extending therefrom defining the WTG unit;transporting said WTG unit to a deployment site with a first tug or with a second tug;pumping a selected amount of sea water into said wing walls thereby partially sinking said construction and deployment barge to a selected draft permitting said WTG unit to be floated off of said construction and deployment barge in a stable free floating condition;positioning said free floating WTG unit off of said construction and deployment barge;pumping sea water into said WTG foundation ballasting same with said sea water to a selected operating draft;attaching a tension leg from at least one gravity anchor to said WTG foundation;tightening said tension leg from said at least one gravity anchors with equal tension by pumping said sea water from said WTG foundation; andtightening said tension leg to a selected design load by applying compressed air to said WTG foundation thereby removing a selected amount of said sea water. 2. The method of constructing and deploying a WTG unit and gravity anchor of claim 1, including the step of attaching said tension leg to said at least one gravity anchor prior to deploying said at least one gravity anchor. 3. The method of constructing and deploying a WTG unit and gravity anchor of claim 1, including the step of using a global positioning system, GPS to position said at least one gravity anchor. 4. The method of constructing and deploying a WTG unit and gravity anchor of claim 1, including the step of using a global positioning system, GPS, to position said construction and deployment barge containing said WTG unit at a selected position with respect to said at least one gravity anchor. 5. The method of constructing and deploying a WTG unit of claim 1, including the step of constructing and deploying said at least one gravity anchor comprising the steps of: positioning a split hull hydraulic dump scow adjacent a staging dock;positioning a slip form in said hydraulic dump scow;slip forming said at least one concrete gravity anchor in said hydraulic dump scow prior to leaving said staging dock;transporting said at least one gravity anchor on said hydraulic dump scow to said installation site by said first tug or a second tug; anddeploying said at least one gravity anchor in a selected location by opening said split hull hydraulic dump scow and lowering said at least one gravity anchor to a sea floor. 6. The method of constructing and deploying a WTG unit of claim 5, including the step of attaching said tension leg to said at least one gravity anchor prior to deploying said at least one gravity anchor. 7. The method of constructing and deploying a WTG unit of claim 5, including the step of using multiple strand jacks to deploy said at least one gravity anchor on said sea floor in a controlled manner. 8. The method of constructing and deploying a WTG unit of claim 1, including the step of slip forming a lower permanent ballast bottom portion of said WTG foundation with concrete forming a solid base for lowering the vertical center of gravity, slip forming an upper portion including at least one hollow compartment therein, said upper portion cooperatively engaging an air tight lid sealing said upper portion. 9. The method of constructing and deploying a WTG unit of claim 1, including the step of slip forming a central column and a plurality of tension leg attachment points at selected positions around a peripheral wall of an upper body portion. 10. The method of constructing and deploying a WTG unit of claim 5 including the step of slip forming a plurality of gravity anchors from concrete in said split hull hydraulic dump scow.