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1. 发明授权

EP2643527B1 FACING ELEMENT WITH INTEGRATED COMPRESSIBILITY 有权转让
标题翻译：面对元素具有集成压缩性能
公开(公告)号：EP2643527B1
公开(公告)日：2015-01-28
申请号：EP10816316.3
申请日：2010-11-26
申请人： TERRE ARMEE INTERNATIONALE
发明人： MARITZ, Louwtjie , FREITAG, Nicolas
IPC分类号： E02D17/18 , E02D17/20 , E02D29/02
CPC分类号： E02D17/18 , E02D17/205 , E02D29/0216

2. 发明公开

EP2118384A1 OUVRAGE EN SOL RENFORCE ET ELEMENTS DE RENFORT POUR SA CONSTRUCTION 有权
标题翻译：土壤增强结构，施工加固件
公开(公告)号：EP2118384A1
公开(公告)日：2009-11-18
申请号：EP08775656.5
申请日：2008-02-29
申请人： Terre Armée Internationale
发明人： FREITAG, Nicolas , MORIZOT, Jean-Claude
IPC分类号： E02D29/02
CPC分类号： E02D17/18 , E02D29/0241 , Y10T29/49826
摘要： The invention relates to a ground reinforced structure that comprises a fill (1), reinforcement strips (2) including reinforcement sections (82, 83, 84) extending in a reinforced area of the fill behind the front face of the structure, and a cladding (3) provided along said front face, the reinforcement strips (2) being anchored to the cladding (3) in respective anchoring regions, wherein the cladding (3) comprises, in at least one anchoring region, a path (20) defined for a reinforcement strip (2) between two protruding points (6) located on a rear face of the cladding (7) adjacent to the fill (1), the path (20) including at least two rectilinear portions (81) respectively adjacent to the two protruding points (6) and each provided for positioning the strip (2) in the same protruding plane (P) perpendicular to said rear face (7), two curved portions (9) respectively defining an extension of the two rectilinear portions (81) and provided for diverting the strip outside from the protruding plane (P), and a connection portion for connecting the two curved portions (9) together and having at least one loop (10, 101, 102, 103, 104) provided outside the protruding plane, and wherein at least two reinforcement sections (82, 83, 84) each define an extension of a rectilinear portion (81) of a path (20) beyond the protruding point (6) and are connected together by at least one linking member (11, 12, 13), each of said reinforcement sections (82, 83, 84) being part of a reinforcement strip (2) provided along said path (20). The invention also relates to reinforcement members and to associated methods.

3. 发明公开

EP1382657A1 THICKENER FOR EXCAVATING SLURRY, EXCAVATING SLURRY USING THE THICKENER, AND CAST-INPLACE UNDERGROUND PILE WORK METHOD AND UNDERGROUND CONTINUOUS WALL WORK METHOD USING THE EXCAVATING SLURRY 审中-公开
标题翻译： “增稠剂泥，增稠剂含泥和所使用的泥ORTBETONPFAHL-和-WANDVERFAHREN”
公开(公告)号：EP1382657A1
公开(公告)日：2004-01-21
申请号：EP02722798.2
申请日：2002-04-25
申请人： NIPPON SHOKUBAI CO., LTD.
发明人： KONO, Katsuyuki , MOTOYAMA, Atsushi , NAKAMOTO, Keiichi , OOI, Jinichi , KIMURA, Makoto , ABE, Katsuhisa , HARADA, Eikichi
IPC分类号： C09K7/02 , E02D5/18 , E02D5/20 , E02D5/34
CPC分类号： E02D17/18 , E02D5/34 , E02D17/205 , E02D2300/004
摘要： A thickener for excavating slurry comprising alkali thickening emulsion. Independent claims are included for; (1) An excavating slurry using the above thickener with apparent specific gravity of 1.05 g/ml or more when measured immediately after strong stirring, and apparent specific gravity of 1.10 g/ml or more when measured 10 minutes after the strong stirring in a strongly stirring foaming test for a material obtained by adding alkali substance to the thickener; (2) Cast-in-place underground pile work method; and (3) Underground continuous wall work method using the excavating slurry,.
摘要翻译：增稠剂用于挖掘浆液，其包含碱增稠乳液。独立权利要求中包括了; （1）使用具有1.05克/ ml或更高的表观比重上述增稠剂时强烈搅拌下，和1.10克/毫升或更多表观比重后立即测量时在强的强力搅拌10分钟后测量到的挖掘泥浆搅拌发泡通过添加碱性物质来增稠剂获得的材料试验; （2）铸制到位桩地下工作方法; 以及使用该挖掘泥浆（3）地下连续墙施工法。

4. 发明授权

EP0897435B1 METHOD FOR FORMING A STEEP EMBANKMENT 失效
标题翻译：对于一个陡峭的河堤生产工艺
公开(公告)号：EP0897435B1
公开(公告)日：2002-12-04
申请号：EP97921634.8
申请日：1997-05-07
申请人： Byggros A/S
发明人： LAURSEN, Fin G.
IPC分类号： E02D17/18
CPC分类号： E02D29/0241 , E02D17/18 , E02D29/0225
摘要： In the construction of a steep embankment a planar front grid (2) is used, said grid being positioned with a given inclination corresponding to the completed embankment, immediately adjacent the front of the completed embankment. At a point in the earth formation behind the completed embankment an anchor element (5) is placed, and between the front grid (2) and the anchor element (5) one or more fixed anchors braces (4a, 4b) are established to secure the front grid (2) in relation to the anchor element (5). Furthermore, one or more layers of geo-net (7) are preferably placed or inserted below or above the anchor element (5) and behind the front grid (2). Finally, the area behind the front grid (2) is filled up, whereby the anchor element (5) is covered to provide the earth formation in the completed embankment. In this method is used a universally applicable system comprising a planar front grid, an anchor element and a number of anchor braces or struts, said system being immediately adaptable to a given application.

5. 发明授权

EP0833988B1 REMBLAI ALLEGE 失效
公开(公告)号：EP0833988B1
公开(公告)日：2002-01-09
申请号：EP97920772.7
申请日：1997-04-16
申请人： COLAS
发明人： TESSONNEAU, Hervé
IPC分类号： E02D17/20 , E01C3/00
CPC分类号： E01C3/006 , E02D17/18 , E02D17/205
摘要： The lightweight embankment (1) according to the invention comprises blocks (3) stacked in successive layers, the blocks of a single layer being separated by open spaces (7). The blocks can be made, inter alia, of expanded polystyrene. Application to embankments for road construction.
摘要翻译：根据本发明的轻质路堤（1）包括以连续层堆叠的块（3），单层的块由开放空间（7）分开。这些块可以由发泡聚苯乙烯等制成。适用于道路施工堤防。

6. 发明公开

EP0220996A1 Procédé de réalisation d'un massif de construction léger, souple et isolant et massif obtenu 失效
标题翻译：制造光柔顺绝缘绝缘体，因此所述的方法制备的绝缘主体。
公开(公告)号：EP0220996A1
公开(公告)日：1987-05-06
申请号：EP86420223.9
申请日：1986-09-04
申请人： Perrin, Jacques Elie Henri , ENTREPRISE BIANCO ET COMPAGNIE Société Anonyme , ETAT FRANCAIS représenté par Le Ministère de l'Urbanisme du Logement et des Transports C.E.T.E.
发明人： Perrin, Jacques Elie Henri , Marchal, Jacques , Bianco, Marcel
IPC分类号： E02D17/18
CPC分类号： E02D17/18
摘要： - Constructions.
- Le massif allégé est constitué par :
. un corps de massif (3) constitué par des pneumatiques (4) dépourvus de liaison mutuelle efficace permanente et de matériau de remblai pour former un corps alévolaire de faible masse volumique,
. et une couche d'immobilisation et d'ancrage (5).
- Application à la construction de remblais de niveau d'une voie de circulation.
摘要翻译：一个块状体（3）包括轮胎（4）在它们之间没有任何有效的永久连接，和填充材料的堤besteht以形成低密度的蜂窝体。因此，它包括固定和锚定层（5）。应用堤防建设的高速公路。

7. 发明公开

EP0049265A1 TEICH MIT GEFILTERTEM WASSER 失效
标题翻译：池塘过滤水。
公开(公告)号：EP0049265A1
公开(公告)日：1982-04-14
申请号：EP81900993.0
申请日：1981-04-02
申请人： KOMAROM MEGYEI TANACSI TERVEZO IRODA
发明人： BALOGH, Akos , SZEHER, László
IPC分类号： C02F3 , E02B3 , E02D17 , E02D19 , E03B3
CPC分类号： C02F3/046 , E02B3/00 , E02D17/18 , E02D19/06 , E03B3/00 , Y02W10/15
摘要： Un etang (2) avec eau filtree, qui presente une surface libre relativement grande. Le developpement, c'est-a-dire l'invention, est un etang (2) dispose le long d'eaux de surface polluees (1) ayant un grand debit ou une grande masse d'eau. Entre les eaux de surface polluees (1) et l'etang (2) avec eau filtree est disposee une digue de filtrage (3). L'etang (2) selon l'invention peut etre utilise comme poste de soutirage d'eau potable et/ou comme eau de reserve pour l'agriculture et/ou comme eau industrielle et meme comme emplacement de delassement (4 et 5).

8. 发明公开

EP0024777A1 Supporting fabric for bearing bulk material and a method of building road, dike or dam embankments 失效
标题翻译：支撑织物用于支撑Sturzgut和建设堤坝的方法，用于道路，堤坝或坝。
公开(公告)号：EP0024777A1
公开(公告)日：1981-03-11
申请号：EP80200823.5
申请日：1980-09-02
申请人： AKZO N.V.
发明人： Ter Burg, Antonius Wilhelmus Maria , den Hoedt, Gerrit
IPC分类号： E02D17/18 , E02D3/10 , D03D1/00 , D03D15/00
CPC分类号： D03D13/006 , D03D1/00 , D03D15/00 , D10B2321/021 , D10B2321/022 , D10B2331/021 , D10B2331/04 , D10B2403/02412 , D10B2505/20 , E02B3/10 , E02D3/10 , E02D17/18
摘要： The invention relates to a supporting fabric having a width of at least 30 cm, and preferably more than 2-5 m, and containing warp (1) and weft (3) yarns of a synthetic material, for bearing one or more layers (7,8,9) of sand, gravel, stones, clay, loam or similar bulk or other material to a height of at least 10 cm, which height is in actual practice often 5-15 m. The yarns extending in the warp direction of the fabric are formed by straight warp yarns (1) and binder warp yarns (2), the straight warp yarns (1) each having a higher strength than the binder warp yarns (2).
The invention also comprises a method for building a road embankment, a dike, a dam or some other structure formed from bulk material, such as, for instance, sand, gravel orstones. In such a structure one or more layers of supporting fabric are incorporated.

9. 发明授权

EP2912230B1 STRUCTURE GEOTEXTILE 有权
标题翻译：与GEOTEXTIL结构
公开(公告)号：EP2912230B1
公开(公告)日：2016-12-28
申请号：EP13785559.9
申请日：2013-10-14
申请人： MDB Texinov SA , Deltaval
发明人： DELMAS, Philippe , DUCOL, Jean-Paul , TANKERE, Marie , GORNIAK, Joanna
IPC分类号： E02D17/18 , E02D17/20 , E02D29/02
CPC分类号： E02D17/18 , D04B21/16 , D10B2403/023 , D10B2505/204 , E02D17/20 , E02D29/0291

10. 发明公开

EP2971369A1 INTELLIGENT HYDROELECTRIC DAM WITH POWER STORAGE 有权转让
标题翻译： INTELLIGENTER HYDROELEKTRISCHER DAMM MIT ENERGIESPEICHERUNG
公开(公告)号：EP2971369A1
公开(公告)日：2016-01-20
申请号：EP14711420.1
申请日：2014-03-05
申请人： French Development Enterprises, LLC
发明人： FRENCH, William, L.
IPC分类号： E02B7/04 , E02B8/06 , E02B9/02 , E02D17/18 , E02B3/10 , F03B13/08
CPC分类号： E02B3/10 , E02B7/04 , E02B8/06 , E02B9/02 , E02D17/18 , F03B13/08 , F05B2240/40 , G01M5/0025 , G01M5/0033 , G01M5/0083 , Y02A20/12 , Y02E10/22
摘要： Dams are a useful source of energy. An embodiment of a dam according to the present invention includes precast segments configured to be coupled together to form a dam optionally used to generate energy. Another embodiment includes encasing an existing dam structure using interconnected precast segments. A further embodiment includes encasing a main energy generation component using interconnected precast segments formed from a composite material including electrically conducting fibers, an electrical circuit configured to measure and report the electrical resistance using a transmitter or transceiver to a dam stress/strain monitoring server. The electrical circuit may be powered directly or indirectly by available power supplied by the main energy generation component.
摘要翻译：大坝是一个有用的能源。根据本发明的坝的实施例包括预制构件，其被配置为联接在一起以形成可选地用于产生能量的坝。另一个实施例包括使用相互连接的预制段包围现有的坝结构。另一实施例包括使用由包括导电纤维的复合材料形成的互连的预制区段包围主能量产生部件，电路被配置为使用发射器或收发器测量并报告电阻到坝应力/应变监测服务器。电路可以由主能量产生部件提供的可用电力直接或间接供电。

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