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1. 发明授权

US08925268B2 Process for reinforcing a construction structure, and structure thus reinforced 有权
标题翻译：加固施工结构的方法，加固结构
公开(公告)号：US08925268B2
公开(公告)日：2015-01-06
申请号：US12848708
申请日：2010-08-02
申请人： Christian Tourneur , Erik Mellier
发明人： Christian Tourneur , Erik Mellier
IPC分类号： E04C1/00 , E04G23/02
CPC分类号： E04G23/0218 , E04G2023/0251 , E04G2023/0262
摘要： 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.
摘要翻译：用于加强构造结构的方法，其中放置在所述结构的一部分上，是与所述加强件的纵向方向上包括连续纤维的细长形状的增强件（10）的至少一部分，其与聚合物基质结合，其中所述方法包括在增强材料的一部分（20）中除去聚合物基质以便释放增强材料的纤维以允许它们在从聚合物基质释放之后重排的步骤。因此，可以利用要加强的结构的一部分来优化加强件的装订构造。

2. 发明申请

US20110036029A1 PROCESS FOR REINFORCING A CONSTRUCTION STRUCTURE, AND STRUCTURE THUS REINFORCED 有权
标题翻译：加固结构的结构和加固结构
公开(公告)号：US20110036029A1
公开(公告)日：2011-02-17
申请号：US12848708
申请日：2010-08-02
申请人： Christian Tourneur , Erik Mellier
发明人： Christian Tourneur , Erik Mellier
IPC分类号： E04C2/22 , B29C35/02
CPC分类号： E04G23/0218 , E04G2023/0251 , E04G2023/0262
摘要： 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.
摘要翻译：用于加强构造结构的方法，其中放置在所述结构的一部分上，是与所述加强件的纵向方向上包括连续纤维的细长形状的增强件（10）的至少一部分，其与聚合物基质结合，其中所述方法包括在增强材料的一部分（20）中除去聚合物基质以便释放增强材料的纤维以允许它们在从聚合物基质释放之后重排的步骤。因此，可以利用要加强的结构的一部分来优化加强件的装订构造。

3. 发明授权

US09714489B2 Method of damping the vibrations of stay cables and associated system 有权
公开(公告)号：US09714489B2
公开(公告)日：2017-07-25
申请号：US13026152
申请日：2011-02-11
申请人： Jérôme Stubler , Erik Mellier
发明人： Jérôme Stubler , Erik Mellier
IPC分类号： E01D11/00 , E01D11/04 , E01D19/16
CPC分类号： E01D11/04 , E01D19/16
摘要： A method of damping the vibrations of at least one pair of stay cables of a civil engineering structure, in which the stay cables of said pair are linked by a damper having a first stiffness in response to tensile stress and a second stiffness in response to compressive stress, the first stiffness being greater than the second stiffness.

4. 发明申请

US20150137462A1 SEAL FOR CABLE ANCHOR DEVICE OF A CABLE CONSTRUCTION 有权
标题翻译：用于电缆结构的电缆锚固装置的密封
公开(公告)号：US20150137462A1
公开(公告)日：2015-05-21
申请号：US14395935
申请日：2012-04-05
申请人： Erik Mellier , Ivica Zivanovic
发明人： Erik Mellier , Ivica Zivanovic
IPC分类号： E01D19/14 , F16J15/02 , E01D21/00
CPC分类号： E01D19/14 , E01D21/00 , E04C5/12 , F16J15/021 , Y10T29/49826
摘要： A seal for sealing a cable anchor device (4) to a structural element (1, 3), the cable anchor device (4) being arranged to anchor at least one cable (2) to the structural element (1,3) and having a front surface (15) facing an opening (6) of the structural element, through which front surface the at least one cable (2) extends towards the exterior of the structural element, characterized in that the seal comprises a sleeve (12) which extends from a perimeter of a surface of the structural element including the opening (6) of the structural element to a perimeter of a hermetic portion of the anchored cable (2) comprising at least the front surface (15) of the anchor device (4).
摘要翻译：一种用于将电缆锚定装置（4）密封到结构元件（1,3）的密封件，所述电缆锚固装置（4）被布置成将至少一个电缆（2）锚固到所述结构元件（1,3）并具有面向所述结构元件的开口（6）的前表面（15），所述至少一个电缆（2）的前表面朝向所述结构元件的外部延伸，其特征在于，所述密封件包括套筒（12），所述套筒从包括结构元件的开口（6）的结构元件的表面的周边延伸到锚定电缆（2）的密封部分的周边，至少包括锚定装置（4）的前表面（15））。

5. 发明授权

US08959692B2 Device for diverting a structural cable such as a stay and a structure so equipped 有权
标题翻译：用于转移诸如停留物和如此装备的结构的结构电缆的装置
公开(公告)号：US08959692B2
公开(公告)日：2015-02-24
申请号：US13992715
申请日：2011-12-07
申请人： Erik Mellier , Stephane Joye
发明人： Erik Mellier , Stephane Joye
IPC分类号： E01D19/16 , E04C5/08 , E01D19/14
CPC分类号： E04C5/08 , E01D19/14
摘要： The structural cable has several stretched tendons (4). It is diverted in a device comprising a body crossed by conduits (10). Each conduit has a wall to guide one of the tendons along a curved path. The wall of the conduit has a tendon support area (11) directed toward the interior of the curve of the path. This support area presents, in the center portion of the conduit and transverse to the curved path, a section in the shape of a circular arc whose radius is appreciably equal to half the external diameter of the tendon. The central portion of the conduit has a cross-section enlarged outside the support area.
摘要翻译：结构电缆具有几根拉伸筋（4）。它在包括被导管（10）穿过的主体的装置中转向。每个导管都有一个壁，用于沿着弯曲的路径引导一个筋。导管的壁具有指向路径曲线内部的腱支撑区域（11）。该支撑区域在管道的中心部分中并且横向于弯曲路径，呈圆弧形状的截面，其半径明显等于腱的外径的一半。导管的中心部分在支撑区域的外侧具有放大的横截面。

6. 发明授权

US08839515B2 Method, system and device for contributing to the assembly of a wind turbine 有权
标题翻译：用于有助于组装风力涡轮机的方法，系统和装置
公开(公告)号：US08839515B2
公开(公告)日：2014-09-23
申请号：US12815072
申请日：2010-06-14
申请人： Jean-Daniel Lebon , Charles-Emmanuel Ferrand De La Conte , Erik Mellier
发明人： Jean-Daniel Lebon , Charles-Emmanuel Ferrand De La Conte , Erik Mellier
IPC分类号： B21K25/00 , B23Q7/00 , F03D1/00 , F03D11/04
CPC分类号： F03D13/40 , F03D13/10 , F03D13/20 , F03D13/22 , F03D13/25 , F05B2230/61 , F05B2230/6102 , F05B2240/912 , F05B2240/95 , Y02E10/726 , Y02E10/727 , Y02E10/728 , Y02P70/523 , Y10T29/49229 , Y10T29/49316 , Y10T29/49895 , Y10T29/49998 , Y10T29/53974
摘要： A contribution is made to the assembly of a wind turbine intended to comprise, in a final assembly condition, a tower (2) surmounted by a nacelle (4) cooperating with a rotor (5) receiving a plurality of blades (3a-3c). To this end, a temporary association is made between at least some blades from said plurality of blades and the tower, so that said blades extend substantially in the longitudinal direction of the tower.
摘要翻译：对组装风力涡轮机进行了贡献，该风力涡轮机旨在在最终组装状态下包括由与接收多个叶片（3a-3c）的转子（5）配合的机舱（4）所覆盖的塔架（2）。为此，在来自所述多个叶片和塔架的至少一些叶片之间进行临时关联，使得所述叶片基本上在塔的纵向方向上延伸。

7. 发明申请

US20140026372A1 ANCHORING DEVICE FOR A MULTI-TENDON CABLE 有权
标题翻译：多根电缆锚固装置
公开(公告)号：US20140026372A1
公开(公告)日：2014-01-30
申请号：US14110074
申请日：2011-04-15
申请人： Jérôme Stubler , Aurélien Sylvestre , Stéphanie Joye , Erik Mellier
发明人： Jérôme Stubler , Aurélien Sylvestre , Stéphanie Joye , Erik Mellier
IPC分类号： E01D19/14
CPC分类号： E01D19/14 , E04C5/122 , Y10T24/3909
摘要： The anchoring device for a cable made of plurality of tendons comprises an anchor block having a front side, a rear side and channels extending between the front and rear sides, each tendon of the cable being received in a respective channel with a blocking member. It also comprises a first protective material with which at least some of the channels of the anchor block are filled, a chamber containing portions of the plurality of tendons of the cable, located on at least one of the front and rear sides of the anchor block, and a second protective material, different from the first protective material, with which the chamber is filled.
摘要翻译：用于由多个钢筋制成的电缆的锚固装置包括具有前侧，后侧和在前侧和后侧之间延伸的通道的锚块，电缆的每个钢筋被接收在具有阻挡构件的相应通道中。它还包括第一保护材料，其中填充有锚块的至少一些通道，包含位于锚块的前侧和后侧中的至少一个电缆的部分的电缆的腔室，以及与第一保护材料不同的第二保护材料，室被填充。

8. 发明授权

US09085832B2 Strand, structural cable and method for manufacturing the strand 有权
标题翻译：绞线，结构电缆及其制造方法
公开(公告)号：US09085832B2
公开(公告)日：2015-07-21
申请号：US13814211
申请日：2010-08-03
申请人： Erik Mellier , Stéphane Joye
发明人： Erik Mellier , Stéphane Joye
IPC分类号： D02G3/36 , D07B1/16 , D07B5/00 , E01D19/16 , E04C5/08 , D07B1/14
CPC分类号： D02G3/36 , D07B1/144 , D07B1/162 , D07B5/00 , D07B2201/2044 , D07B2201/2046 , D07B2201/2077 , D07B2201/2087 , D07B2201/2088 , D07B2205/201 , D07B2205/2046 , D07B2205/502 , D07B2205/505 , D07B2205/507 , D07B2401/205 , D07B2501/203 , E01D19/16 , E04C5/085 , D07B2801/22
摘要： A strand (3) comprising a group of twisted threads (8) and arranged so as to have, over a first part (1) of its length: a sheath (4) containing the group of twisted threads, and a flexible filling product (7) filling a peripheral interstice (6) located between the inner face of the sheath and the periphery of the group of twisted threads, and, over a second part (2) of its length, which is separate from the first part: a material (9) covering the periphery of the group of twisted threads, said material adhering to the twisted threads of the group.
摘要翻译：一种绞线（3），其包括一组扭绞螺纹（8），并且布置成在其长度的第一部分（1）上方具有：包含所述一组扭曲螺纹的护套（4）和柔性填充产品 7）填充位于护套的内表面和该组螺纹组的周边之间的周边空隙（6），并且在与第一部分分离的其长度的第二部分（2）上方：材料（9），其覆盖所述一组扭绞线的周边，所述材料粘附到所述组的扭绞线。

9. 发明授权

US09038478B2 Method for determining the fatigue capital of a cable 有权
标题翻译：确定电缆疲劳资本的方法
公开(公告)号：US09038478B2
公开(公告)日：2015-05-26
申请号：US14123489
申请日：2012-06-04
申请人： Gilles Hovhanessian , Alexandre Chaperon , Erik Mellier
发明人： Gilles Hovhanessian , Alexandre Chaperon , Erik Mellier
IPC分类号： G01N3/32 , G01N3/20 , G01D1/16 , G01M5/00
CPC分类号： G01N3/32 , G01M5/0025
摘要： The invention relates to a method for determining the fatigue capital of a cable supporting a civil engineering structure, the method including: a measuring step (S1, S2) during which the normal tensile stress in the cable and the bending stress in the cable are measured in a synchronized manner so as to obtain the compound stress in the cable; a counting step (S3) during which a count of the number of stress cycles, depending on the amplitude of the stress, is carried out from the measured compound stresses; and a step (S4) of assessing the fatigue capital of the cable during which the fatigue capital of the cable is determined by comparing the count, carried out in the counting step, with a pre-set Wohler curve for the cable.
摘要翻译：本发明涉及一种确定支撑土木工程结构的电缆的疲劳资本的方法，该方法包括：测量电缆中的正常拉伸应力和电缆中的弯曲应力的测量步骤（S1，S2）以同步方式获得电缆中的复合应力; 计数步骤（S3），其中根据测量的复合应力执行取决于应力的幅度的应力循环次数的计数; 以及评估电缆的疲劳资本的步骤（S4），其中通过将在计数步骤中执行的计数与电缆的预设Wohler曲线进行比较来确定电缆的疲劳资本。

10. 发明申请

US20140190268A1 METHOD FOR DETERMINING THE FATIGUE CAPITAL OF A CABLE 有权
标题翻译：确定电缆疲劳资本的方法
公开(公告)号：US20140190268A1
公开(公告)日：2014-07-10
申请号：US14123489
申请日：2012-06-04
申请人： Gilles Hovhanessian , Alexandre Chaperon , Erik Mellier
发明人： Gilles Hovhanessian , Alexandre Chaperon , Erik Mellier
IPC分类号： G01N3/32
CPC分类号： G01N3/32 , G01M5/0025
摘要： The invention relates to a method for determining the fatigue capital of a cable supporting a civil engineering structure, the method including: a measuring step (S1, S2) during which the normal tensile stress in the cable and the bending stress in the cable are measured in a synchronized manner so as to obtain the compound stress in the cable; a counting step (S3) during which a count of the number of stress cycles, depending on the amplitude of the stress, is carried out from the measured compound stresses; and a step (S4) of assessing the fatigue capital of the cable during which the fatigue capital of the cable is determined by comparing the count, carried out in the counting step, with a pre-set Wohler curve for the cable.
摘要翻译：本发明涉及一种确定支撑土木工程结构的电缆的疲劳资本的方法，该方法包括：测量电缆中的正常拉伸应力和电缆中的弯曲应力的测量步骤（S1，S2）以同步方式获得电缆中的复合应力; 计数步骤（S3），其中根据测量的复合应力执行取决于应力的幅度的应力循环次数的计数; 以及评估电缆的疲劳资本的步骤（S4），其中通过将在计数步骤中执行的计数与电缆的预设Wohler曲线进行比较来确定电缆的疲劳资本。

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