公开(公告)号：EP1164225A1

公开(公告)日：2001-12-19

申请号：EP00900924.2

申请日：2000-01-25

申请人： Nippon Eisei Center Co.,Ltd.

发明人： IWAKAWA, Toru, Nippon Eisei Center Co., Ltd.

IPC分类号： E04B1/26 ,  E04B1/58

CPC分类号： E04H9/02 ,  E04B1/2604 ,  E04B2001/2644 ,  E04H9/14

摘要： The reinforcing holder against vibrations has the vibrationproof performance further enhanced as compared with prior art so that a wooden building is not broken down even if strong vibrations are loaded by an earthquake, a typhoon or the like. The reinforcing holder against vibrations 1 comprises an L-shaped base member 2 formed by bending a plate and formed with curved and projecting parts 5a and 5b which are curved inward in intermediate parts of both piece parts 2a and 2b, a reinforcing member 3 formed by bending a plate and placed in contact with a bent part of the L-shaped base member 2, and absorbing members 4 formed of rubber material which has excellent elastic characteristics and water resistance and stopped at a plurality of locations of the L-shaped base member 2. When the reinforcing member 3 is placed in contact with the L-shaped base member 2, a clearance 10 is formed between a bent corner part 3c of the reinforcing member 3 and a bent corner part 2c of the L-shaped member 2.

摘要翻译： 与现有技术相比，抗震增强支架具有进一步增强的防振性能，使得即使由地震，台风等加载强烈的振动，木质建筑物也不会损坏。 抵抗振动的增强保持器1包括通过弯曲板形成并且形成有在两个部件部分2a和2b的中间部分向内弯曲的弯曲和突出部分5a和5b的L形基座部件2，由以下部件形成的增强部件3： 使板弯曲并与L形基础构件2的弯曲部分接触，以及吸收构件4，该吸收构件4由具有优良弹性特性和耐水性的橡胶材料形成并停止在L形基础构件的多个位置 当加强构件3与L形基部构件2接触时，在加强构件3的弯曲角部3c与L形构件2的弯曲角部2c之间形成间隙10。

公开(公告)号：EP1156176A1

公开(公告)日：2001-11-21

申请号：EP01201875.0

申请日：2001-05-17

申请人： Inso Sistemi Per Le Infrastrutture Sociali S.R.L

发明人： Antonucci, Rodolfo ,  Forni, Massimo ,  Dusi, Alberto ,  Cipolloni, Annalisa

IPC分类号： E04H9/02

CPC分类号： E04H9/02

摘要： A system (10) for disconnection between horizontal elements (13) and supporting structure (12) of a building (20) providing for insertion between the supporting structure (12) and the horizontal elements (13) of the building (20) of one or more dissipative type flexible devices (14) comparable to a unit consisting of a spring (26) and a dissipator element (27) coupled in parallel. Said devices (14) are inserted between supporting frame and floor (13) and consist of small natural rubber bearings with high damping capacity, in which the rubber is reinforced with steel plates.

摘要翻译： 一种用于在建筑物（20）的水平元件（13）和支撑结构（12）之间断开的系统（10），用于在支撑结构（12）和建筑物（20）的水平元件（13）之间插入一个 或更多的耗散型柔性装置（14），其与由并联联接的弹簧（26）和耗散元件（27）组成的单元相当。 所述装置（14）插入在支撑框架和地板（13）之间，由具有高阻尼能力的小天然橡胶轴承组成，其中橡胶用钢板加强。

公开(公告)号：EP1124028A1

公开(公告)日：2001-08-16

申请号：EP01400242.2

申请日：2001-01-31

申请人： Campenon Bernard SGE

发明人： Capra, Alain

IPC分类号： E04H9/02

CPC分类号： E04H9/021 ,  E04H9/02 ,  E04H9/028

摘要： Dispositif (1) apte à limiter l'amplitude du déplacement relatif de deux éléments d'une structure de génie civil et à absorber l'énergie de déformation de cette structure lorsque celle-ci est soumise à une sollicitation accidentelle.
Le dispositif (1) comprend :

au moins une partie apte à subir une déformation plastique lors du déplacement relatif des deux éléments de ladite structure,
des moyens de guidage de la déformation plastique de la partie apte à subir une déformation plastique,
la partie apte à subir une déformation plastique et les moyens de guidage formant un élément monobloc.

摘要翻译： 装置（1）能够限制土木工程结构的两个元件的相对运动的和用于当后者经受应力上偶然吸收该结构的变形能量的幅度。 所述装置（1）包括：至少一个部分能够在所述结构的两个元件的相对运动的时间经历塑性变形，用于引导部的能够进行塑性变形的塑性变形的导向装置， 该部分能够经受塑性变形和引导装置中形成的单件元件。

公开(公告)号：EP1111162A1

公开(公告)日：2001-06-27

申请号：EP99940604.4

申请日：1999-09-01

申请人： SHIMIZU CORPORATION

发明人： ISODA, Kazuhiko

IPC分类号： E04H9/02 ,  E04B2/56

CPC分类号： E04H9/02 ,  E04H9/028 ,  E04H2009/026

摘要： In a structure for installing a viscous vibration-damping wall 1, high-strength bolt hole portions for connection to a lower-floor girder 3 are provided in a central portion of a base plate 6, a pair of gusset plates 8 are disposed on both sides of the group of the high-strength bolt hole portions in such a manner as to be suspended from the base plate 6 down to a position at a short distance therefrom, and a pair of flange plates 9 are respectively provided with a pair of gusset plates 10. High-strength bolt hole portions for connection to the high-strength bolt hole portions and a pair of gusset plates for connection to the opposing gusset plates are embedded in a flange of the lower-floor girder 3, so as to connect the viscous vibration-damping wall 1 and the lower-floor girder 3. The viscous vibration-damping wall 1 is connected to an upper-floor girder 4 by directly connecting a gusset plate 17 fixed to the upper-floor girder 4 and an intermediate plate 18 of the viscous vibration-damping wall 1.

摘要翻译： 在用于安装粘性减振壁1的结构中，在底板6的中心部分设置用于连接到下层梁3的高强度螺栓孔部分，一对角撑板8设置在两个 高强度螺栓孔部分的侧面以从基板6向下悬挂到距离较短距离的位置，并且一对凸缘板9分别设置有一对角撑板 用于连接到高强度螺栓孔部分的高强度螺栓孔部分和用于连接到相对的角撑板的一对角撑板嵌入在下层梁3的凸缘中，以将 粘性减震壁1和下层梁3。粘性减振壁1通过直接连接固定在上层梁4上的角板17和中间板18连接到上层梁4上 的粘性振动 阻隔墙1.

公开(公告)号：EP1092102A1

公开(公告)日：2001-04-18

申请号：EP99950362.6

申请日：1999-05-06

申请人： Quality Research, Development & Consulting Inc.

发明人： ALLAEI, Daryoush

IPC分类号： F16F7/10 ,  E04H9/00 ,  E04H9/02 ,  F16M13/00

CPC分类号： F16F15/02 ,  E04H9/02 ,  F16F7/10

摘要： Undesirable vibrations are controlled in a mechanical structure by confining the vibrations to one or more specified areas of the structure and then dissipating the confined energy by damping. Vibration confinement is achieved using a confinement device (26, 44, 64, 92, 1020, 1420, 1508 and 1608) which effectively applies both translational and torsional forces to the structure (20, 30, 60, 90, 1400, 1500 and 1602). The strength of the translational and torsional forces, and the position of the confinement device are chosen to select a vibrational energy confinement region (between X2 and X3), (30a, 90a, 1510 and 1610). Damping elements (30, 42, 66, 96 and 1422) concentrated in the vibration confinement region to dissipate the confined vibrational energy. Judicious selection of the confinement region permits the structure to avoid the transfer of vibrational energy to particularly sensitive portions of the structure, or to direct vibrational energy to a portion of the structure. Optimization procedures are presented for designing structures having optimized placement and selection of the vibration confinement device and damping devices.

公开(公告)号：EP1016767A1

公开(公告)日：2000-07-05

申请号：EP98942996.4

申请日：1998-09-16

申请人： Nippon Steel Corporation

发明人： JINNO, Yasuo Shimizu Construction Co., Ltd. ,  SAITO, Hideto Shimizu Construction Co., Ltd. ,  TSUKAGOSHI, Hideo Shimizu Construction Co., Ltd. ,  IKETANI, Jun'ichi Shimizu Construction Co., Ltd. ,  FUJITA, Tadao Shimizu Construction Co., Ltd. ,  SAWAIDE, Minoru Shimizu Construction Co., Ltd. ,  INADA, Yasuo Shimizu Construction Co., Ltd. ,  SHIMIZU, Yoshihiko Shimizu Construction Co., Ltd.

IPC分类号： E04G23/02 ,  E04H9/02 ,  E04C5/16

CPC分类号： E04H9/02 ,  E04C5/07 ,  E04G23/0218 ,  E04G23/0225 ,  E04G2023/0251 ,  E04G2023/0262

摘要： In the structure for reinforcing a concrete member and the reinforcing method of the present invention, a reinforcing sheet is arranged and joined to a various kinds of concrete member, such as column, beam, wall, floor, and the like, by applying the reinforcing sheet to the surface of the concrete member and attaching to the fixing anchors joined to the concrete member or the other concrete member surrounding the concrete member. The fixing anchor comprises a large amount of reinforcing fiber, and is obtained by bundling a part of the reinforcing fiber. The unbundled portion of the fixing anchor is spread along the surface of the concrete member. The reinforcing sheet is overlapped to the unbundled portion using resin adhesives. In addition, reinforcing fibers, such as carbon fiber, aramid fiber, glass fiber, and the like are preferably used as the material comprising the fixing anchor and reinforcing sheet. Thereby, the reinforcing member can be joined via the fixing anchor to the concrete members. Therefore, it is possible to securely join the edges of the reinforcing member, and reliably exert the reinforcing effects on the concrete member.

摘要翻译： 在本发明的增强混凝土构件的结构和增强方法中，通过施加加强筋，将各种混凝土构件（例如柱，梁，墙壁，地板等）布置并接合在一起， 并且附接到与混凝土构件或围绕混凝土构件的另一个混凝土构件接合的固定锚固件。 固定锚固件包括大量的增强纤维，并且通过将一部分增强纤维捆扎而获得。 固定锚的非捆绑部分沿着混凝土构件的表面扩展。 使用树脂粘合剂将增强片与非捆绑部重叠。 此外，优选使用碳纤维，芳族聚酰胺纤维，玻璃纤维等增强纤维作为包含固定锚和增强片的材料。 由此，能够通过固定锚固体将加强构件接合到混凝土构件。 因此，能够可靠地接合加强构件的边缘，并且可靠地将增强效果施加在混凝土构件上。

公开(公告)号：EP0918114A2

公开(公告)日：1999-05-26

申请号：EP98309460.8

申请日：1998-11-18

申请人： SIMPSON STRONG-TIE COMPANY, INC.

发明人： Commins, Alfred D. ,  Leek, William F. ,  Linn, Arthur R. ,  Gregg, Robert C. ,  Colonias, Karen W.

IPC分类号： E04B1/26 ,  E04H9/02 ,  E04H9/14

CPC分类号： E04H9/14 ,  E04B1/26 ,  E04B2001/2684 ,  E04B2001/2696 ,  E04H9/02 ,  Y02A50/14

摘要： This invention relates to an improved wall (1) for resisting lateral forces imposed on a building that incorporates the wall (1). Specifically, this invention relates to a wall (1) in a light-frame building having within it a sub-component specifically designed to resist lateral forces imposed on the building such as those caused by an earthquake or by wind loading. The wall (1) is formed with a bottom plate (3) that rests on the underlying structural component (2) of the building. A plurality of vertically-disposed studs (5) connect to the bottom plate (3), and a top plate (7) is supported by and connects to the vertically-disposed studs (5). A shear-resisting assembly (9) connects to the top plate (7) and the underlying structural component (2). The shear-resisting assembly (9) has top and bottom struts (17,18) and first and second chords (19,20) and a planar shear resisting element (10) connected thereto.

公开(公告)号：EP0797709A4

公开(公告)日：1998-03-11

申请号：EP95943649

申请日：1995-12-01

申请人： HOUGHTON DAVID L

发明人： HOUGHTON DAVID L

IPC分类号： E04B1/24 ,  E04H9/02 ,  E04B1/19

CPC分类号： E04H9/02 ,  E04B1/2403 ,  E04B2001/2415 ,  E04B2001/2445 ,  E04B2001/2448

摘要： Steel moment resisting frame (SMRF) connections between vertical columns (14) and horizontal beams (19) are for both original and retrofit building construction. The SMRF connection is a column tree assembly (13) consisting of primary trunk assembly (17) engaging secondary branch assembly (18). Primary trunk assembly (17) has vertical parallel gusset plates (25, 26) secured to vertical column (14) with flanges (27) at each beam-to-column joint location, and base plates (28) at one end of the column and a splice (33) at the other end. Secondary branch assembly (18) is secured normal to primary trunk assembly (17) between parallel gusset plates (25, 26). Secondary branch assembly (18) includes stub beam section (30) fitted with shear transfer plates (32) secured to the web of stub beam section (30) and to parallel gusset plates (25, 26). Plate (28) is secured to each flange of the stub beam (30) and parallel gusset plates (25, 26) to bridge the gap (31). Vertical shear tab plate (32) is secured to the web of stub beam (30).

摘要翻译： 垂直柱（14）和水平梁（19）之间的钢矩抗力框架（SMRF）连接用于原始和改造建筑施工。 SMRF连接是由主树脂组件（17）构成的辅助分支组件（18）组成的柱状树组件（13）。 主躯干组件（17）具有垂直平行的角撑板（25,26），其在每个梁 - 柱接头位置处固定到具有凸缘（27）的垂直柱（14）和在柱的一端处的基板（28） 和另一端的接头（33）。 次级分支组件（18）在平行角撑板（25,26）之间通常固定在主要主体组件（17）上。 次级分支组件（18）包括短截线部分（30），短截面部分（30）装配有剪切传递板（32），该剪切传递板固定到短截线部分（30）的腹板和平行的角撑板（25,26）。 板（28）固定到短截线梁（30）的每个凸缘和平行的角撑板（25,26）以桥接间隙（31）。 垂直剪切片板（32）固定到短截线梁（30）的腹板上。

公开(公告)号：EP0797709A1

公开(公告)日：1997-10-01

申请号：EP95943649.0

申请日：1995-12-01

申请人： Houghton, David L.

发明人： Houghton, David L.

IPC分类号： E04B1 ,  E04H9

CPC分类号： E04H9/02 ,  E04B1/2403 ,  E04B2001/2415 ,  E04B2001/2445 ,  E04B2001/2448

摘要： Steel moment resisting frame (SMRF) connections between vertical columns (14) and horizontal beams (19) are for both original and retrofit building construction. The SMRF connection is a column tree assembly (13) consisting of primary trunk assembly (17) engaging secondary branch assembly (18). Primary trunk assembly (17) has vertical parallel gusset plates (25, 26) secured to vertical column (14) with flanges (27) at each beam-to-column joint location, and base plates (28) at one end of the column and a splice (33) at the other end. Secondary branch assembly (18) is secured normal to primary trunk assembly (17) between parallel gusset plates (25, 26). Secondary branch assembly (18) includes stub beam section (30) fitted with shear transfer plates (32) secured to the web of stub beam section (30) and to parallel gusset plates (25, 26). Plate (28) is secured to each flange of the stub beam (30) and parallel gusset plates (25, 26) to bridge the gap (31). Vertical shear tab plate (32) is secured to the web of stub beam (30).

公开(公告)号：EP0595317B1

公开(公告)日：1997-09-10

申请号：EP93117491.6

申请日：1993-10-28

申请人： CENTRAL GLASS COMPANY, LIMITED ,  OCTATUBE SPACE STRUCTURES B.V.

发明人： Eekhout, Mick, c/o OCTATUBE SPACE STRUCTURES B.V.

IPC分类号： E04B2/88 ,  E06B1/38 ,  E06B3/54 ,  E04H9/02

CPC分类号： E06B3/5445 ,  E04B2/885 ,  E04H9/02 ,  E06B1/38 ,  E06B3/5436 ,  Y10T403/3906 ,  Y10T403/551