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51. 发明授权

EP0688613B1 Bewehrung für gestützte Betondecken im Bereiche von deren Stützen sowie Verfahren zu deren Herstellung 失效
标题翻译：加固在支撑件的区域支撑混凝土板以及它们的制备方法
公开(公告)号：EP0688613B1
公开(公告)日：2001-07-25
申请号：EP95108958.0
申请日：1995-06-10
申请人： FISCHER REINACH AG
发明人： Wüst, Walter , Nyffeler, Werner , Pelosi, Giuseppe
IPC分类号： B21D11/12 , E04C5/06
CPC分类号： E04C5/0645 , B21D11/125 , E04C5/0627

52. 发明公开

EP1092814A1 Device for connecting prefabricated beams to pillars or similar load-bearing structural elements 有权
标题翻译： Vorrichtung zum Verbinden vorgefertigter Balken aSäulenoder entsprechenden Tragelementen
公开(公告)号：EP1092814A1
公开(公告)日：2001-04-18
申请号：EP00120206.8
申请日：2000-09-25
申请人： Zambelli, Sergio , Zambelli, Benito
发明人： Zambelli, Sergio , Zambelli, Benito
IPC分类号： E04B1/22
CPC分类号： E04B1/22 , E04C5/0645
摘要： A device for connecting a beam to pillars, or similar load-bearing structural elements, for constructing buildings, particularly multi-story buildings, by way of prefabricated concrete components. The device comprises a first connection (10) for connecting the two end regions (1a) of the beam (1) to the pillars (2) and a second connection (30) for connecting two intermediate regions (1b) of the longitudinal extension of the beam (1) to the pillars (2). The first connection (10) is constituted by connection elements of the interlocking type and the second connection comprises at least two rigid inclined ties (31), each of which connects an intermediate region (1b) of the beam (1) to a region of the respective pillar (2) which lies at a higher level than the region where the tie (31) is coupled to the beam (1).
摘要翻译：用于通过预制混凝土构件将梁连接到支柱或类似的承载结构构件的装置，用于构造建筑物，特别是多层建筑物。该装置包括用于将梁（1）的两个端部区域（1a）连接到支柱（2）的第一连接件（10）和用于连接梁的纵向延伸部分的两个中间区域（1b）的第二连接件梁（1）到支柱（2）。第一连接件（10）由互锁型连接元件构成，第二连接件包括至少两个刚性倾斜连接件（31），每个连接件将梁（1）的中间区域（1b）连接到相应的支柱（2）位于比领带（31）联接到梁（1）的区域更高的水平面上。

53. 发明公开

EP0917611A4 REINFORCEMENT SHEAR CONTROL SYSTEM 失效
标题翻译：剪电源控制系统援兵
公开(公告)号：EP0917611A4
公开(公告)日：1999-07-14
申请号：EP97931590
申请日：1997-07-29
申请人： IRONBARKS SYSTEMS PTY LTD
发明人： WYLIE JOHN HAMILTON MAULSDEN
IPC分类号： E04C5/04 , E04C5/06
CPC分类号： E04C5/0645
摘要： A system of shear control reinforcement for use in a reinforced concrete structure comprising one or more shear control members (3) bent into a substantially rectangular wave formation; the shear control member (3) being unitary and continuous for at least 1.5 wave cycles and being adapted to restrain conventional main tension control reinforcement elements (2) placed substantially transversely thereto and against the shear control member (3) adjacent a point of maximum amplitude but within the wave configuration.

54. 发明授权

EP0710312B1 ARRANGEMENT AT A BEAM SUPPORT 失效
标题翻译：安排在载体支架
公开(公告)号：EP0710312B1
公开(公告)日：1999-02-03
申请号：EP94923129.4
申请日：1994-07-19
申请人： RESARO AB
发明人： WEGLER, George
IPC分类号： E04C3/293 , E04C2/06
CPC分类号： E04B5/046 , E04B5/10 , E04C3/291 , E04C3/293 , E04C5/0645
摘要： Device at truss end support for trusses of type with two chords, trusses with at least one cast chord and also chords for a slab in a precast member, with open web of bars, wires or strip material, or with connectors of rectangular plates or similar, possibly profiled, which in similarity to diagonals in lattice girders are inclined in relation to the longitudinal direction of the chord, forming an open web, anchored to the chords or to chord and slab respectively, with truss ends (4) serving as supports, designed to accomplish correct length of the truss as well as improved rigidity, stronger anchors and reinforcement of and fixing for the truss chords.

55. 发明公开

EP0854956A1 DISPOSITIF D'ASSEMBLAGE DE STRUCTURES EN BETON ARME PREFABRIQUE 失效
标题翻译：装置于连接的预制钢筋混凝土部件
公开(公告)号：EP0854956A1
公开(公告)日：1998-07-29
申请号：EP97926951.0
申请日：1997-06-27
申请人： Menetrey, Philippe
发明人： Menetrey, Philippe
IPC分类号： E04B1 , E04C5
CPC分类号： E04C5/0645 , E04B1/043
摘要： The invention discloses a device for assembling beams, slabs and shells made of prefabricated reinforced concrete. It consists of a support element (A), characterised by an inclined end face, and a loaded element (B) characterised by an end face inversely inclined with respect to the support element. The assembly is effected by means of a fixing piece (C) suspending the loaded element on the support element. This enables the transfer of the load (G) via a pressure rod (O) borne by the anchor plate (F), taken up by traction of the rod of piece (C) then transmitted by the anchor plate (E) in the form of a pressure rod (N) towards the support (H). Furthermore, the device enables the transfer of the flexion from one element to another by means of a coupling (K) for linking the upper tensile reinforcement (L) and (M) as well as by a compressed contact zone (J). The two elements (A) and (B) and the piece (C) are characterised by an injection system enabling the circulation of a grouting compound (I) and the filling of the voids.

56. 发明公开

EP0848118A2 Schubbewehrung für Flachdecken 失效
标题翻译： SchubbewehrungfürFlachdecken
公开(公告)号：EP0848118A2
公开(公告)日：1998-06-17
申请号：EP97121730.2
申请日：1997-12-10
申请人： HALFEN GmbH & CO. Kommanditgesellschaft
发明人： Fröhlich, Klaus , Albartus, Dirk Dr., , Breloh, Robert
IPC分类号： E04C5/06 , E04B5/43
CPC分类号： E04C5/0645 , E04B5/43
摘要： Eine Schubbewehrungs-Einheit (1) für Flachdecken umfaßt längliche, in der Einbaulage der Flachdecke etwa vertikale Schubbewehrungselemente (2), die an einem parallel zur Deckenebene verlaufenden insbesondere stabförmigen Distanzhalter (39) befestigt sind, der auf benachbarten Bewehrungsstäben (4, 4') einer netzartigen Biegebewehrung abstützbar ist. Zur Vereinfachung der Handhabung der Schubbewehrungs-Einheit sind dem Distanzhalter (39) gesonderte Tragelemente (40) zugeordnet, mit denen er auf mindestens zwei Bewehrungsstäben (4, 4') der Biegebewehrung aufzulagern und gegen Kippen abzustützen ist.
摘要翻译：加强杆结构（1）具有多个间隔件（3），其被安装到某些载体上，以便对至少两个加强筋的加强杆进行支撑并防止倾斜。载体可以包括相对于它们的纵向位置而与隔离件相距一定距离的至少两个横向构件（5,5'）。

57. 发明公开

EP0826846A2 Vorrichtung zur gemeinsamen Aufnahme von Druck- und Querkräften 失效
标题翻译： Vorrichtung zur gemeinsamen Aufnahme von Druck- undQuerkräften
公开(公告)号：EP0826846A2
公开(公告)日：1998-03-04
申请号：EP97114442.3
申请日：1997-08-21
申请人： Rojek, Richard, Prof. Dr.-Ing. , Eisenhofer, André, Dipl.-Ing. , Schäffer, Wolfgang, Dipl.-Ing.
发明人： Rojek, Richard, Prof. Dr.-Ing. , Eisenhofer, André, Dipl.-Ing. , Schäffer, Wolfgang, Dipl.-Ing.
IPC分类号： E04C5/16 , E04B1/00
CPC分类号： E04C5/0645 , E04B1/0038 , E04C5/01 , E04C5/16
摘要： Bei einer Vorrichtung zur gemeinsamen Übertragung von Druck- und Querkräften von einem Bauwerksteil (1) auf ein benachbartes Bauwerksteil (2) sollen beide der genannten Kraftkomponenten von einem einzigen Element aufgenommen und unmittelbar weitergeleitet werden. Hierzu sieht die Erfindung vor, daß wenigstens eine dem die zu übertragenden Schnittkräfte abgebenden Bauwerksteil (1) zugewandte, an das andere Bauwerksteil (2) druck- und querkraftübertragend angeschlossene Druckplatte (4) vorgesehen ist, die querkraftnormale und druckkraftnormale Stützflächenkomponenten aufweist.
摘要翻译：梁适应建筑结构中的压缩或剪切力。建筑结构由间隙中断或连接到另一建筑结构，例如，在通过隔热与内部结构隔离的阳台结构中。优选地，悬臂板（1）连接到结构（2），例如，的钢筋混凝土，通过具有与剪切和压缩力垂直的支撑面部分的压缩板（4）。该板倾斜于剪切力方向。它可以是倾斜的，具有陡峭的下部和平的上部，并且可以是齿形的或具有粗糙的异型表面。

58. 发明公开

EP0823954A1 IMPROVEMENTS IN OR RELATING TO REINFORCED CONCRETE STRUCTURAL ELEMENTS 失效
标题翻译：加强元件
公开(公告)号：EP0823954A1
公开(公告)日：1998-02-18
申请号：EP96912144.0
申请日：1996-05-03
申请人： THE UNIVERSITY OF SHEFFIELD
发明人： PILAKOUTAS, Kypros
IPC分类号： E04B5 , E04C5
CPC分类号： E04B5/43 , E04C5/0645
摘要： A shear failure reinforcing system for structural elements, in which thin elongate strips of high stiffness material are anchored around a layer of conventional reinforcement, and/or are anchored around a plurality of layers of conventional reinforcement, such that the strips tie the element and improve its resistance to shear failure.

59. 发明公开

EP3387271A1 SHALLOW UNDERCUT CONCRETE ANCHOR 审中-公开
公开(公告)号：EP3387271A1
公开(公告)日：2018-10-17
申请号：EP16873814.4
申请日：2016-12-08
申请人： Black & Decker Inc.
发明人： PREGARTNER, Thilo , CERBONE, Mark , CHAMBERLAIN, Matthew
IPC分类号： F16B13/04 , F16B13/06 , F16B13/08 , F16B13/12
CPC分类号： E04C5/125 , E04B1/06 , E04B1/483 , E04B1/98 , E04C5/0645 , E04C5/122 , E04G21/12
摘要： A concrete anchor capable of resisting large loads while requiring minimal embedment depth. The system includes a concrete structure including a cylindrical opening in the concrete surface thereof. The system also uses an anchor which includes a sleeve and a plug. The sleeve includes at least two legs extending toward a first end of the sleeve. The plug includes an increasing diameter portion disposed toward a first end of the plug. The plug includes a locking opening. After installation, legs of the sleeve extend radially outward past the wall and the increasing diameter portion prevents inward movement of the legs to lock the sleeve and the plug in turn in the concrete cylindrical opening. Furthermore, dynamic loading on the plug via the locking opening when the anchor is in use generates a dynamic radially outward force on the legs to secure the anchor in the concrete hole.

60. 发明公开

EP3158138A1 A JOINT BETWEEN BEAM ELEMENTS AND COLUMN ELEMENTS MADE OF PREFABRICATED REINFORCED CONCRETE 有权
标题翻译：从装配式混凝土MANUFACTURED Elements酒吧和列元素连接之间
公开(公告)号：EP3158138A1
公开(公告)日：2017-04-26
申请号：EP15808789.0
申请日：2015-11-04
申请人： Technip Italy S.p.A.
发明人： PASQUALINI, Bruno , GIANESINI, Marco , GENTILE, Santino , COLONE, Valerio
IPC分类号： E04B1/21 , E04C5/06
CPC分类号： E04B1/21 , E04C5/0645
摘要： A joint between beam elements (T) and column elements (C) made of prefabricated reinforced concrete, basically comprises: a portion prefabricated with the beam (T), equipped with projecting reinforcement rods (1); a portion prefabricated with the column (C), equipped with projecting reinforcement rods (3); and a portion that can be completed in situ. According to the invention, the cross section of the prefabricated beam (T), at the joint, widens gradually so that it is then divided into two prismatic elements with narrow rectangular cross section, referred to as shoulders (S), which define a containment compartment, i.e., a formwork, for the subsequent casting.
摘要翻译：由钢筋混凝土预制的，基本上梁单元（T）和列元素（C）之间的接头包括：与所述光束（T）预制的部分，配备有投影钢筋杆（1）; 与所述柱（C）预制的部分，配备有投影钢筋杆（3）; 并且一部分也可以在原位完成。。根据本发明，预制梁（T）的横截面，在接合，加宽渐渐所以没它然后被分成具有窄矩形横截面2个棱镜元件，由被称为肩（S），其限定容纳隔间，即形式工作，为随后的铸造。

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