Patents Assigned to Soletanche Freyssinet
-
Patent number: 8834639Abstract: Method of draining a system for anchoring a structural cable to a construction element, the anchor system comprising a first chamber delimited by an envelope, the first chamber containing a first part of the structural cable and a first filling material, the method comprising: inserting at least one heating element into the first filling material via an opening in the envelope of the first chamber; heating the first filling material with the aid of the heating element to fluidize some or all of the first filling material; and extracting the fluidized first filling material via an opening in the envelope of the first chamber.Type: GrantFiled: March 26, 2012Date of Patent: September 16, 2014Assignee: Soletanche FreyssinetInventor: Aurélien Sylvestre
-
Patent number: 8820259Abstract: A method for transporting a civil engineering structure including a mast in an aquatic medium is presented. In an embodiment, the method includes fastening the civil engineering structure to at least one flotation unit, moving the civil engineering structure and the connected flotation unit in the aquatic medium as far as a desired position. The civil engineering structure may be fastened to the flotation unit in a region situated above the center of equilibrium of the civil engineering structure connected to the flotation unit. The connection may be configured to uncouple the rotational movements of the flotation unit and of the civil engineering structure about at least one axis perpendicular to the longitudinal axis of the mast of the civil engineering structure.Type: GrantFiled: December 22, 2010Date of Patent: September 2, 2014Assignee: Soletanche FreyssinetInventors: Jean-Daniel Lebon, Erik Mellier
-
Patent number: 8769921Abstract: To protect the end of a cable composed of a set of tendons individually held in an anchorage system, the device comprises a skirt extending from the front of the anchorage system and placed around the set of tendons, and several sleeves. The tendons have respective end portions which extend beyond the front of the anchorage system and which are individually received in the sleeves, said sleeves being sealed off beyond the end portions of the tendons. A connection between the skirt and the sleeves encloses a chamber delimited by the front of the anchorage system, the skirt, and the sleeves, the connection comprising an active stuffing box kind of system. The volume of this chamber is filled in with a filling product.Type: GrantFiled: April 5, 2012Date of Patent: July 8, 2014Assignee: Soletanche FreyssinetInventors: Stephane Joye, Yannick Le Goff
-
Patent number: 8702063Abstract: The invention provides a method for pulling strands or sub-groups of strands of a multi-strand cable into a conduit (3). In accordance with this method, a strand or sub-group of strands (2) to be pulled into the conduit is conveyed from one end of the conduit to the other by the movement of a drive element (1) in tension, to which the strand or sub-group of strands is temporarily coupled. In addition, the drive element in tension is designed not to enter a bundle of previously installed strands.Type: GrantFiled: December 5, 2008Date of Patent: April 22, 2014Assignee: Soletanche FreyssinetInventors: Joel Degasne, Mathieu Lemoine
-
Patent number: 8632275Abstract: An excavation machine including —a mast having a longitudinal direction, —a bar presenting a first end provided with an excavation tool, and —a carriage movable along the longitudinal direction of the mast and including a first holder member for holding the bar relative to the carriage, the carriage being suitable for moving the bar along the longitudinal direction of the mast. The first holder member is pivotable relative to the carriage and by the fact that the first holder member presents a locked state in which the bar is prevented from moving in translation relative to the carriage, and an unlocked state in which the bar is free to move in translation relative to the carriage.Type: GrantFiled: December 29, 2009Date of Patent: January 21, 2014Assignee: Soletanche FreyssinetInventors: Philippe Chagnot, Laurent Pivert
-
Patent number: 8595912Abstract: The method comprises the following steps for each of the reinforcing bands: a) anchoring a first zone (2a, 3a, 4a) of the reinforcing band onto the construction work and establishing a free portion of the reinforcing band; b) tensioning the reinforcing band (2, 3, 4) by applying traction to a second zone of the reinforcing band located in the free portion, said traction causing an elongation (d2, d3, d4) of and a reactive force (R2, R3, R4) in the reinforcing band, with the free portion of the reinforcing band being free to slide on the construction work as it elongates; and c) mechanically attaching the reinforcing band to itself and/or to the construction work, so as to absorb the reactive force from the reinforcing band within a region of the construction work which can support the reactive force from the reinforcing band.Type: GrantFiled: December 14, 2011Date of Patent: December 3, 2013Assignee: Soletanche FreyssinetInventor: Jérôme Stubler
-
Patent number: 8382397Abstract: The invention relates to a vibrator device for a vibratory compacting machine, said device comprising: a tubular body extending longitudinally and having a bottom end; at least one first hydraulic motor disposed in the tubular body and comprising a rotor and a stator; an eccentric member arranged inside the tubular body between the bottom end and the first hydraulic motor, said eccentric member being adapted to be rotated by the rotor of the first hydraulic motor so as to generate vibration. The invention is characterized in that the stator of the first hydraulic motor is constituted by the tubular body.Type: GrantFiled: January 14, 2010Date of Patent: February 26, 2013Assignee: Soletanche FreyssinetInventors: Daniel Perpezat, Laurent Pivert, Philippe Chagnot
-
Patent number: 8307725Abstract: The invention proposes a system for obtaining information relating to a pipe (4) conveying a flow of fluid (28), and/or relating to the fluid. This system comprises a module (1;30) comprising means (10) of acquiring data, subsequent analysis of which makes it possible to obtain information relating to the pipe and/or the fluid, and means (11) of storing the data which said data acquisition means acquire, the self-contained module being arranged to be pushed by the fluid flow after being introduced into the pipe. It also comprises a mechanical link (2) which is connected to the self-contained module and accessible from outside the pipe.Type: GrantFiled: April 17, 2009Date of Patent: November 13, 2012Assignee: Soletanche FreyssinetInventors: Jerome Stubler, Bernard Basile, Gilles Hovhanessian
-
Patent number: 8297025Abstract: In the method of building a hybrid tower, a metal mast is erected and connected to a foundation and a concrete structure having a plurality of superimposed concrete segments is built around the metal mast by using the metal mast as a support. Afterwards, the metal mast is disconnected from the foundation and lifted by telescoping and guiding the metal mast along concrete structure. Finally, the lifted metal mast is connected to the concrete structure.Type: GrantFiled: April 4, 2011Date of Patent: October 30, 2012Assignee: Soletanche FreyssinetInventors: Alain Huynh Tuong, Benoit Melen
-
Publication number: 20120255272Abstract: To protect the end of a cable composed of a set of tendons individually held in an anchorage system, the device comprises a skirt extending from the front of the anchorage system and placed around the set of tendons, and several sleeves. The tendons have respective end portions which extend beyond the front of the anchorage system and which are individually received in the sleeves, said sleeves being sealed off beyond the end portions of the tendons. A connection between the skirt and the sleeves encloses a chamber delimited by the front of the anchorage system, the skirt, and the sleeves, the connection comprising an active stuffing box kind of system. The volume of this chamber is filled in with a filling product.Type: ApplicationFiled: April 5, 2012Publication date: October 11, 2012Applicant: Soletanche FreyssinetInventors: Stephane JOYE, Yannick LE GOFF
-
Publication number: 20120247568Abstract: Method of draining a system for anchoring a structural cable to a construction element, the anchor system comprising a first chamber delimited by an envelope, the first chamber containing a first part of the structural cable and a first filling material, the method comprising: inserting at least one heating element into the first filling material via an opening in the envelope of the first chamber; heating the first filling material with the aid of the heating element to fluidize some or all of the first filling material; and extracting the fluidized first filling material via an opening in the envelope of the first chamber.Type: ApplicationFiled: March 26, 2012Publication date: October 4, 2012Applicant: Soletanche FreyssinetInventor: Aurélien SYLVESTRE
-
Patent number: 8210776Abstract: The invention relates to a method for improving the strength of a porous or permeable material. The invention particularly relates to a method comprising: contacting at least one type of calcification bacteria with a porous or permeable material; contacting the calcification bacteria with a calcification medium; said method or process further comprising: contact the calcification bacteria with an adhesion agent and the assimilation of the adhesion agent by the calcification bacteria. The invention can be used for reinforcing floors, in particular liquefiable floors, for the stabilization of slopes, for the calcification of non organic or organic substrates, and for the restoration or protection of a frontage.Type: GrantFiled: January 30, 2008Date of Patent: July 3, 2012Assignee: Soletanche FreyssinetInventors: Sabine Darson-Balleur, Olivier Girinsky
-
Patent number: 8201332Abstract: 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.Type: GrantFiled: February 17, 2006Date of Patent: June 19, 2012Assignees: Soletanche Freyssinet, TDFInventors: Christian Tourneur, Marc Antoine, Ivica Zivanovic, Alain Autissier, Rolland Faillie
-
Publication number: 20120071703Abstract: Method of immobilizing nuclear waste comprising: a mixing step during which nuclear waste is mixed with a mineral composition and water, a drying step during which the mixture obtained in the mixing step is dried so as to form an immobilizing matrix, characterized in that the mineral composition is obtained by a manufacturing process that comprises the steps consisting of: preparation of a base comprising a predetermined quantity of a mineral material synthesized by at least one part of a living structure selected from the vegetable kingdom, animal kingdom and/or microorganisms; and treatment of said base so as to convert it into an inactivated material with a predefined texture.Type: ApplicationFiled: September 17, 2010Publication date: March 22, 2012Applicant: Soletanche FreyssinetInventors: Ludovic Martin, Jean-Jacques Aman, Vincent Bernard
-
Patent number: 8080151Abstract: Process for the electrochemical treatment of a construction comprising a porous medium, a corrodible substance disposed in the porous medium, the construction having electrically conductive properties, comprising the application of an external electrode (3) to a surface (2) of the construction, the external electrode (3) being connected to a terminal of a generator (6), the porous medium being connected to another terminal of the generator (6), and the application of the following four phases at least once: during a first phase lasting between 12 and 360 hours, passing a negative electric current which causes anions to migrate from the porous medium to the external electrode (3) and cations to migrate from the external electrode (3) towards the porous medium, then during a second phase lasting between 2 minutes and 100 hours, interrupting the circulation of the electric current, then during a third phase lasting between 2 minutes and 24 hours, passing a positive electric current, then during a fourth phase laType: GrantFiled: July 7, 2009Date of Patent: December 20, 2011Assignee: Soletanche FreyssinetInventors: Christian Tourneur, Didier Keisser
-
Publication number: 20110257926Abstract: Method for the analysis of the thermal behaviour of a structure including an energy-consuming appliance for providing a thermal environment by heating or cooling, the structure being modelled using a thermal model so that a relationship between a theoretical consumption by said appliance and a reference temperature inside the structure satisfies a determined criterion. According to this method, an actual consumption by said appliance, a temperature actually obtained inside the structure and at least one parameter relating to a use of the structure are measured; a variation between the aforesaid relationship and a corresponding relationship between the actual consumption by said appliance and the temperature actually obtained inside the structure are estimated; and when the estimated variation exceeds a threshold, a contribution relating to the use of the structure to said variation is estimated by taking account of said measured parameter.Type: ApplicationFiled: April 15, 2011Publication date: October 20, 2011Applicant: Soletanche FreyssinetInventors: Jerome Stubler, Bernard Basile, Gilles Hovhanessian
-
Publication number: 20110239584Abstract: In the method of building a hybrid tower, a metal mast is erected and connected to a foundation and a concrete structure having a plurality of superimposed concrete segments is built around the metal mast by using the metal mast as a support. Afterwards, the metal mast is disconnected from the foundation and lifted by telescoping and guiding the metal mast along concrete structure. Finally, the lifted metal mast is connected to the concrete structure.Type: ApplicationFiled: April 4, 2011Publication date: October 6, 2011Applicant: Soletanche FreyssinetInventors: Alain Huynh Tuong, Benoit Melen
-
Publication number: 20110101614Abstract: The invention Mates to a seal unit (4) for providing a seal between two construction elements (1;2). Said seal unit includes a sealing material (5) capable of reversibly deforming and means (6-9) for exerting a controlled compression on the sealing material so as to cause the corresponding deformation of the sealing material, substantially transverse to the compression.Type: ApplicationFiled: June 25, 2009Publication date: May 5, 2011Applicant: Soletanche FreyssinetInventor: Vincent Raillard
-
Publication number: 20110042630Abstract: The invention provides a method for pulling strands or sub-groups of strands of a multi-strand cable into a conduit (3). In accordance with this method, a strand or sub-group of strands (2) to be pulled into the conduit is conveyed from one end of the conduit to the other by the movement of a drive element (1) in tension, to which the strand or sub-group of strands is temporarily coupled. In addition, the drive element in tension is designed not to enter a bundle of previously installed strands.Type: ApplicationFiled: December 5, 2008Publication date: February 24, 2011Applicant: Soletanche FreyssinetInventors: Joël Degasne, Mathieu Lemoine
-
Publication number: 20110036029Abstract: Process for reinforcing a construction structure where, laid on one portion of said structure, is at least one portion of a reinforcement (10) of elongated shape comprising continuous fibers in the longitudinal direction of said reinforcement, which are combined with a polymer matrix, wherein said process comprises a step of removing the polymer matrix in one portion (20) of the reinforcement so as to release the fibers of the reinforcement in order to allow their rearrangement following their release from the polymer matrix. It is thus possible to optimize the binding configuration of the reinforcement with a portion of the structure to be reinforced.Type: ApplicationFiled: August 2, 2010Publication date: February 17, 2011Applicant: Soletanche FreyssinetInventors: Christian Tourneur, Erik Mellier