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    Metal disc support for civil engineering works
    12.
    发明专利
    Metal disc support for civil engineering works 未知

    公开(公告)号：FR2570725A1

    公开(公告)日：1986-03-28

    申请号：FR8514382

    申请日：1985-09-27

    Applicant: CINEMATIQUE LAB

    Inventor： CLAERHOUT GHISLAIN

    IPC: E01D19/04 ,  E01D19/08

    Abstract: Metal disc support for civil engineering work, comprising a base plate 1 having a groove 2 on one of its faces, an elastomer pad 8, a piston 9 suitable for transferring the loads onto the latter and a retaining ring for the neoprene pad, the said ring penetrating partly into the said groove, characterised in that the connection between the base plate and the ring is provided by interacting threads 3 and 5 belonging respectively to the base plate and to the ring.

    Plate bearing for structures
    14.
    发明专利
    Plate bearing for structures 未知

    公开(公告)号：DE3534540A1

    公开(公告)日：1986-04-03

    申请号：DE3534540

    申请日：1985-09-27

    Applicant: CINEMATIQUE LAB

    Inventor： CLAERHOUT GHISLAIN

    IPC: E01D19/04 ,  E04B1/36

    Abstract: The invention relates to a plate bearing for structures, having a baseplate (1) which has a depression (2) on one of its sides, having an elastomeric cushion (8), having a piston (9) for transferring the loads onto this, and having a retaining ring (4) which is arranged around the elastomeric cushion and engages partly into the depression (2). In the case of said plate bearing, the connection between baseplate (1) and retaining ring (4) is produced by interacting threads (3, 5) on the baseplate (1) and on the retaining ring (4).

    PROCEDE ET DISPOSITIF DE POSE DE CABLES DE PRECONTRAINTE.
    15.
    发明专利
    PROCEDE ET DISPOSITIF DE POSE DE CABLES DE PRECONTRAINTE. 未知

    公开(公告)号：BE900887A

    公开(公告)日：1985-04-24

    申请号：BE213880

    申请日：1984-10-24

    Applicant: CINEMATIQUE LAB

    IPC: E04C5/10 ,  E04C ,  E04G

    Abstract: Procédé et dispositif de pose de cables de précontrainte, notamment dans des endroits où les cables subissent des changements de direction et comprennent des groupes d'ensembles individuels constitués chacun d'un toron entouré de graisse et enfermé dans une gaine de matière plastique, où l'on sépare les uns des autres les différents ensembles individuels, on les fait passer chacun pour soi dans des fourreaux constitués par des tubes de métal ou de matière plastique, on enrobe ces fourreaux dans une masse rigide de scellement commune que l'on fixe à la construction en tous endroits appropriés.

    Mooring cable and anchoring system for floating offshore structures - capable of withstanding continuously fluctuating forces and wave motion
    17.
    发明专利
    Mooring cable and anchoring system for floating offshore structures - capable of withstanding continuously fluctuating forces and wave motion 未知

    公开(公告)号：FR2410078A1

    公开(公告)日：1979-06-22

    申请号：FR7735752

    申请日：1977-11-28

    Applicant: CINEMATIQUE LAB

    IPC: B63B21/50 ,  D07B1/16

    Abstract: A mooring cable is claimed for mooring floating offshore structures to the seabed. The cable comprises a number of individual strands contained in a watertight flexible hose. Each individual strand is also contained in a flexible, watertight hose and the space between the strands of the individual strands is filled with a lubricant with prevents wear due to friction as the cable moves. The lubricant pref. has a viscosity of >=5000 cp at 0 degree C and is heated to a point at which its viscosity is low enough for it to be injected into the individual components of the cable. The flexible hose encompassing the cables is pref. of a plastic material such as PVC. The hose is pref. armoured with steel wire or fibres or a combination of both. The mooring system consists of an anchoring system for the two ends of the cable located on the structure to be moored and a ballast block on the sea bed with a curved canal through the block through which the cable passes. The weights of the ballast blocks is of the same order of magnitude as the tensile strength of the cable. To prevent erosion of the cable, the exits to the canals in the ballast blocks are pref. expanded. The anchoring system is capable of withstanding the continuously fluctuating forces and the wave motion that are caused by the surface movement of the structure and the movement of the water.

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