22.
    发明专利
    未知

    公开(公告)号:MX162914B

    公开(公告)日:1991-07-08

    申请号:MX20366684

    申请日:1984-12-10

    Applicant: BOUYGUES SA

    Inventor: RICHARD PIERRE

    Abstract: A ballastable concrete base for an offshore platform is essentially constituted by a volume formed by a three-dimensional lattice of concrete bars interconnected at concrete nodes. Some of the nodes are interconnected by prestress cables passing outside the bars and optionally past intermediate nodes. The cables three-dimensionally prestress the lattice as a whole, and the base further includes means for making watertight the side and the bottom of the lattice.

    BALLASTABLE CONCRETE BASE FOR AN OFFSHORE PLATFORM

    公开(公告)号:CA1218242A

    公开(公告)日:1987-02-24

    申请号:CA470001

    申请日:1984-12-13

    Applicant: BOUYGUES SA

    Inventor: RICHARD PIERRE

    Abstract: A ballastable concrete base for an offshore platform is essentially constituted by a volume formed by A threedimensional lattice of concrete bars interconnected at concrete nodes. Some of the nodes are interconnected by prestress cables passing outside the bars and optionally past intermediate nodes. The cables three-dimensionally prestress the lattice as a whole, and the base further includes means for making watertight the sides and the bottom of the lattice.

    CONCRETE STRUCTURE, BLOCK FOR MAKING SUCH STRUCTURE AND METHOD OF MAKING SUCH STRUCTURE

    公开(公告)号:CA1218241A

    公开(公告)日:1987-02-24

    申请号:CA470000

    申请日:1984-12-13

    Applicant: BOUYGUES SA

    Inventor: RICHARD PIERRE

    Abstract: A concrete structure comprises a rigid threedimensional lattice of concrete bars which are interconnected at nodes. The lattice is constituted by an assembly of prefabricated cast blocks, in which each block comprises a node and arms radiating from the node. Each arm has at least one longitudinal socket with an opening in a free end of the arm, and the arms of two blocks are assembled in aligned end-to-end pairs to constitute the bars of the lattice. The sockets of assembled arms are in alignment and contain a common metal reinforcing member, and the junction zone of the arms is surrounded by a clamping sleeve, with the sockets being filled with hardened mortar. The lattice is prestressed by prestress cables passing outside the bars of the lattice and fixed to some nodes of the lattice.

    25.
    发明专利
    未知

    公开(公告)号:OA07894A

    公开(公告)日:1986-11-20

    申请号:OA58471

    申请日:1984-12-14

    Applicant: BOUYGUES SA

    Inventor: RICHARD PIERRE

    Abstract: A concrete structure including a rigid three-dimensional lattice of concrete bars which are interconnected at nodes. The lattice is constituted by an assembly of prefabricated cast blocks, in which each block comprises a node and a plurality of arms (14) radiating from the node. Each arm has at least one longitudinal socket with an opening in the free end of the arm, and the arms of two blocks are assembled in aligned end-to end pairs to constitute the bars of the lattice. The sockets of assembled arms are in alignment and contain a common metal reinforcing member, and the junction zone of the arms is surrounded by a clamping sleeve, with the sockets being filled with hardened mortar. The lattice is prestressed by prestress cavles passing outside the bars of the lattice and fixed to some nodes of the lattice.

    30.
    发明专利
    未知

    公开(公告)号:DE69407553D1

    公开(公告)日:1998-02-05

    申请号:DE69407553

    申请日:1994-06-30

    Applicant: BOUYGUES SA

    Abstract: A method and composition for preparing concrete elements comprising the steps of mixing a composition comprising the following components expressed in parts by weight (p): a) 100 p of Portland cement; b) 30 p to 100 p or better 40 p to 70 p of fine sand having a grain size of at least 150 micrometers; c) 10 p to 40 p or better 20 p to 30 p of amorphous silicon having a grain size of less than 0.5 micrometers; d) 20 p to 60 p or better 30 p to 50 p of ground quartz having a grain size of less than 10 micrometers; e) 25 p to 100 p, or better 45 p to 80 p of steel wool; f) a dispersing agent; g) 13 p to 26 p or better 15 p to 22 p of water; and after setting, curing the concrete at a temperature of 250 DEG C. or higher, for a length of time sufficient to transform cement hydration products into crystalline hydrates of the xonotlite type; thus eliminating substantially all of the free water and at least the main part of the adsorbed and chemically bonded water.

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