国際・国内特許データベース検索
このアプリケーションの一部のコンテンツは現在ご利用になれません。
この状況が続く場合は、次のお問い合わせ先までご連絡ください。フィードバック & お問い合わせ
1. (WO1990008059) FLOATING MODULATE CONCRETE PLATFORM
注意: このテキストは、OCR 処理によってテキスト化されたものです。法的な用途には PDF 版をご利用ください。

CLAIMS
1 - "Floating Modulate Concrete Platform", it characterize by platform construction using hexagonal modules with stiffiness walls between oposite vertex; by to have modules conected by prestressed cables, localized in enlargement space stiffiness walls and modules faces, using some one prestressed system and, by obtainment inertia necessary to fix it, filling partialy the modules interior water sea.

2 - "Floating Modulate Concrete Platform", acording claim 1 , it characterize by to be fixed in operation place because has a large inertia and helped by cables joined at anchors, to be contained a smaller part in the platform fixation. That is, the platform will has so big inertia that will remain a small force for cables and so there were fell cables.

3 - "Floating Modulate Concrete Platform", acording claim 1 , it characterize by big stiffiness a whole set represented by beans that will be creat in the structure crossing at 60 degrees. The stiffiness of a whole set is warranted by modules geometry. It being hexagonal, always allow to profile a stiffiness wall and two lateral faces other modules and each union point. This situations also appear at 60 degrees between thenselves, from that mode whem the union cables will be prestressed, the hexagonal modules vertex will compress between itself, to coming back the structure with isotropical stiffiness and warranting a monolitical set.

4 - "Floating Modulate Concrete Platform", acording claims 1 and 2, it characterize by to stay fixed in the operation local because has big inertia and helped by cables and anchors.

5 - "Floating Modulate Concrete Platform", acording claims 1 and 3, it characterize by big stiffiness of whole set represented for it stifiness walls and for large homogeneity confered union kind, that is, cross and prestressed.

6 - "Floating Modulate Concrete Platform", acording claims 1, 2, 3, 4 and 5 it characterize by creation of a large distribuited floating mass, so that the hydrodinamical forces had small efectes against it stiffiness and mass.

7 - "Floating Modulate Concrete Platform", acording claim 1 , characterize by fact to be constructed of reinforced concrete modules at coast and shaped using prestressed concrete tecnical in definitive operation place.

8 - "Floating Modulate Concrete Platform", acording claims 1 and 3, though constitutive by modules, characterized it, by possess a union that makes it a monolitical, can be considered like single whole after mounted.
9 - "Floating Modulate Concrete Platform", acording claim 1 , characterize by utilization of reduces th ikness walls, that work like plates under water sea pressure. The walls will be dimensioned using thin plate theory because filling the modules with sea water the internal pressure alleviate the external, this is other motive to fill the modules: to make the structure to get hydrostatical forces with usual dimensions in theory of structures.