Abstract: A method of construction of a civil engineering structure that includes first and second superimposed components is described. According to one embodiment of the method: the second component is positioned beneath a fixed lifting structure that includes a lifting device, the second component is lifted using the lifting device, the first component is positioned beneath the fixed lifting structure substantially below the second component, and the second component is substantially placed on the first component using the lifting device, while the second component remains substantially in place.

Abstract: The invention proposes a collar intended to be placed around a portion of a tube and in contact with a separator between a first space and a second space. The collar has a generally annular shape and comprises a superimposition of alternating layers of silicone adhesive and fabrics and an upper layer of silicone elastomer.

Abstract: A fire protection blanket comprising: at least two fibrous subassemblies arranged substantially parallel to a principal surface of the blanket in which each fibrous subassembly comprises at least two mineral fiber wool layers, substantially parallel to the principal surface of the blanket, separated by at least one mineral fiber fabric and in which refractory particles are arranged inside at least one mineral fiber wool layer; at least one layer of refractory adhesive attaching the fibrous subassemblies to each other; and a covering comprising a mineral fiber fabric impregnated with a fire-resistant silicone and enclosing all of the fibrous subassemblies.

Abstract: The invention concerns a system for detecting a rupture inside a portion (6; 12; 13; 15) at least of one structure, delimited by a first (7; 16) and a second (7; 17) reference points of the structure, said portion having a predetermined stiffness in the absence of rupture and being subjected to a tensile or compressive stress (F). The method includes the following steps: detecting at least one length variation inside the portion of the structure, in response to a variation (?F) of the tensile or compressive stress applied to said portion; deducing from the detected variation length, the existence or not of a rupture inside said portion of the structure.

Abstract: A method of reinforcing an embedded cylinder pipe by applying a composite structural reinforcement within the pipe through in situ stratification of at least one band of reinforcement fibers and a resin or a resin including matrix comprising the steps of applying said band onto a contact area on an internal face of said pipe by means of a contacting member; moving said contacting member along an helical path so that said contact area follows said path; moving a main pressing member behind said contacting member along said path, to apply pressure to said band in a main pressure area separated from said contact area. Related device for reinforcing an embedded cylinder pipe by applying a composite structural reinforcement within the pipe.

Abstract: A device for and a method of inserting a drainage wick into the ground comprising the steps of: providing a drainage wick comprising a transversely permeable filter material surrounding a core adapted to longitudinal water circulation, where a portion of said drainage wick is arranged so as to be transversely and/or longitudinally impermeable; threading said drainage wick through an inserting tube; fixing an anchorage component to the lower end of said drainage wick extending out of said inserting tube; driving said anchorage component, said drainage wick and said inserting tube downwardly into the ground; and pulling up said inserting tube whereby said anchorage component and said drainage wick are permitted to remain into said ground.

Abstract: Device for damping the vibrations of a sheet of stays of a work of construction, the sheet of stays comprising at least one first stay (4a) and one second stay (4b). The device comprises at least one damper (6) with substantially linear stroke, which has a first connection (7) articulated on the first stay (4a) and a second connection (8) articulated on the second stay (4b), and the axis of the damper (6) is substantially perpendicular to first and second stays (4a,4b).

Abstract: A fire protection blanket comprising: at least two fibrous subassemblies arranged substantially parallel to a principal surface of the blanket in which each fibrous subassembly comprises at least two mineral fibre wool layers, substantially parallel to the principal surface of the blanket, separated by at least one mineral fibre fabric and in which refractory particles are arranged inside at least one mineral fibre wool layer; at least one layer of refractory adhesive attaching the fibrous subassemblies to each other; and a covering comprising a mineral fibre fabric impregnated with a fire-resistant silicone and enclosing all of the fibrous subassemblies.

Abstract: Method of overlocking at least one strand in an anchoring block by means of a frustoconical jaw which surrounds the strand and which is housed in a frustoconical recess made in the block, the process comprising the following steps: an explosive cartridge device comprising an inertia block intended to be propelled by the explosion of the cartridge is used, a force transmission device is arranged between the inertia block of the explosive cartridge device and the frustoconical jaw, and the explosive cartridge is activated to propel the inertia block against the force transmission device.

Abstract: The invention provides a method for the construction of a civil engineering structure comprising first and second superimposed components. According to this method: the second component is positioned beneath a fixed lifting structure comprising lifting means, the second component is lifted using the lifting means, the first component is positioned beneath the fixed lifting structure substantially below the second component, and the second component is substantially placed on the first component using the lifting means.

Abstract: The invention provides a method for the transport of a civil engineering structure in an aquatic medium. According to this method: at least one float is associated with the civil engineering structure in such a way as to ensure that the said civil engineering structure floats stably in an aquatic medium, the said float surrounding the civil engineering structure and a bottom portion of the civil engineering structure extending below the said float, and the civil engineering structure and the associated float are caused to move in the aquatic medium to a desired position.

Abstract: A method and device for inserting a drainage wick into the ground wherein the method includes the steps of: threading a drainage wick through an inserting tube; fixing a portion of a tie to the lower end of the drainage wick; fixing an anchorage component to another portion of said tie, where said tie is loose between the drainage wick lower end and the anchorage component when the anchorage component contacts the inserting tube lower end; driving a anchorage component, the drainage wick and the inserting tube downwardly into the ground; pulling up the inserting tube and the drainage wick, whereby said anchorage component is permitted to remain in the ground; and further pulling up the inserting tube whereby the anchorage component and the drainage wick are permitted to remain in the ground.

Abstract: A method of reinforcing an embedded cylinder pipe by applying a composite structural reinforcement within the pipe through in situ stratification of at least one band of reinforcement fibers and a resin or a resin including matrix comprising the steps of applying said band onto a contact area on an internal face of said pipe by means of a contacting member; moving said contacting member along an helical path so that said contact area follows said path; moving a main pressing member behind said contacting member along said path, to apply pressure to said band in a main pressure area separated from said contact area. Related device for reinforcing an embedded cylinder pipe by applying a composite structural reinforcement within the pipe.

Abstract: The invention proposes a collar intended to be placed around a portion of a tube and in contact with a separator between a first space and a second space. The collar has a generally annular shape and comprises a superimposition of alternating layers of silicone adhesive and fabrics and an upper layer of silicone elastomer.

Abstract: Method for reinforcing a structure (1), comprising the following stages: a) placing in one part (11, 12) of the structure (1) an anchoring element (3) secured to strands of reinforcing wires (41, 42) such that the anchoring element (3) is at least partially incorporated into the part (11, 12) of the structure (1) and in that at least one portion (42) of the strands of reinforcing wires protrudes from a part (12) of the structure (1); b) securing the anchoring element (3) to the part (11, 12) of the structure (1); c) applying at least one layer of fabric (5) onto a surface (15) of the structure (1) such that at least one part of the portion (42) of the protruding strands of reinforcing wires is secured to the surface (15) of the structure (1) by bonding said layer of fabric (5). Structure thus produced. Anchoring element of a structure.

Abstract: A method and device for inserting a drainage wick into the ground wherein the method includes the steps of: threading a drainage wick through an inserting tube; fixing a portion of a tie to the lower end of the drainage wick; fixing an anchorage component to another portion of said tie, where said tie is loose between the drainage wick lower end and the anchorage component when the anchorage component contacts the inserting tube lower end; driving a anchorage component, the drainage wick and the inserting tube downwardly into the ground; pulling up the inserting tube and the drainage wick, whereby said anchorage component is permitted to remain in the ground; and further pulling up the inserting tube whereby the anchorage component and the drainage wick are permitted to remain in the ground.

Abstract: The invention concerns a method for reinforcing a metal tubular structure (1) including the following steps: introducing inside the metal tubular structure (1), a plurality of substantially linear elements (4) having a tensile strength higher than a predetermined value; and injecting a curable filling product inside the metal tubular structure, so that the curable filling product contacts an inner surface of the metal tubular structure (1) and coats the substantially linear elements (4) of said plurality of elements.

Abstract: The invention concerns a system for detecting a rupture inside a portion (6; 12; 13; 15) at least of one structure, delimited by a first (7; 16) and a second (7; 17) reference points of the structure, said portion having a predetermined stiffness in the absence of rupture and being subjected to a tensile or compressive stress (F). The method includes the following steps: detecting at least one length variation inside the portion of the structure, in response to a variation (?F) of the tensile or compressive stress applied to said portion; deducing from the detected variation length, the existence or not of a rupture inside said portion of the structure.

Abstract: A device for and a method of inserting a drainage wick into the ground comprising the steps of: providing a drainage wick comprising a transversely permeable filter material surrounding a core adapted to longitudinal water circulation, where a portion of said drainage wick is arranged so as to be transversely and/or longitudinally impermeable; threading said drainage wick through an inserting tube; fixing an anchorage component to the lower end of said drainage wick extending out of said inserting tube; driving said anchorage component, said drainage wick and said inserting tube downwardly into the ground; and pulling up said inserting tube whereby said anchorage component and said drainage wick are permitted to remain into said ground.

Abstract: A method and device for inserting a drainage wick into the ground wherein the method includes the steps of: threading a drainage wick through an inserting tube; fixing a portion of a tie to the lower end of the drainage wick; fixing an anchorage component to another portion of said tie, where said tie is loose between the drainage wick lower end and the anchorage component when the anchorage component contacts the inserting tube lower end; driving a anchorage component, the drainage wick and the inserting tube downwardly into the ground; pulling up the inserting tube and the drainage wick, whereby said anchorage component is permitted to remain in the ground; and further pulling up the inserting tube whereby the anchorage component and the drainage wick are permitted to remain in the ground.