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1. 发明专利

JP2009144326A Expansion joint 审中-公开
标题翻译：伸缩缝
公开(公告)号：JP2009144326A
公开(公告)日：2009-07-02
申请号：JP2007319495
申请日：2007-12-11
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KINUGAWA TOSHIHIKO , FUJIWARA TOKIICHIRO , ISHITOBI HIROSHI
IPC分类号： E04B1/62
摘要： PROBLEM TO BE SOLVED: To provide an expansion joint having a simple and economical structure capable of dispensing with a water drain mechanism by using a water drain pipe.
SOLUTION: This expansion joint is constituted by fixing one end side of a top plate 5 covering a part above a slit 3 having fixed width on either of floor slabs 1, 2 opposing across the slit 3, supporting the other end side of the top plate 5 slidably on the floor slab 2 on the other side, and arranging a flexible water cut-off sheet 6 having both ends fixed on the right and left floor slabs 1, 2 below the top plate 5. The water cut-off sheet 6 is held in such a shape that its central part is always positioned above upper faces of the floor slabs 1, 2 to let the rainwater intruding below the top plate 5 and the water used for cleaning flow down on the upper faces of the floor slabs 1, 2 by the water cut-off sheet 6.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：解决的问题：提供一种具有能够通过使用排水管分配排水机构的简单且经济的结构的膨胀接头。解决方案：该膨胀接头通过将覆盖在具有固定宽度的狭缝3上的部分的顶板5的一端侧固定在相对于狭缝3的地板1,2之间，支撑另一端侧顶板5可滑动地在另一侧的地板2上，并且布置有两端固定在顶板5下方的左右两层楼板1,2上的柔性水分切断片6.截止水板6被保持为其中心部分总是位于地板1,2的上表面上方，以使雨水侵入顶板5的下面，并且用于清洁的水在地板的上表面上向下流动平板1，2由截水片6。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JPH0853954A VIBRATION CONTROL METHOD OF STRUCTURE AND VIBRATION CONTROL DEVICE 失效
公开(公告)号：JPH0853954A
公开(公告)日：1996-02-27
申请号：JP19032594
申请日：1994-08-12
申请人： TAKENAKA KOMUTEN CO
发明人： MURAI NOBUYOSHI , IMAZAWA TAMIO , YOSHIOKA HIROKAZU , KAWAGUCHI YOSHIHIRO , KAMATANI NORIHIKO , SEGAWA TERUO , TANAKA TOSHIYUKI , KAWADA YASUO , FUJIWARA TOKIICHIRO , TAKAHASHI YOSHINORI , SHIRAKAWA SHINJI , KATAYAMA KAZUYOSHI
IPC分类号： E04H9/02 , F16F15/02
摘要： PURPOSE:To perform impact excitation by arranging an active vibration control device at a place causing a vibrational obstacle of a structure, and eliminate an unpleasant vibrational obstacle by amplifying excitation force through an amplifying mechanism. CONSTITUTION:An active vibration control device 1 to generate vertical directional vibration control force to negate this vibration is arranged at a place causing a vibrational obstacle of a structure 4. Vibrational information measured by a vibration sensor 2 arranged at the same place is inputted to a control force generating controller 17, and vibration control is performed by controlling the vibration control device 1. This active vibration control device 1 vibrates movable mass 11 in the vertical direction, and performs impact excitation having the same oscillation frequency with the vibrational obstacle, and amplifies object excitation force through an amplifying mechanism 12 synchronized with this oscillation frequency. It also reduces a double harmonic wave component generated at impact excitation time.

3. 发明专利

JP2010071021A Partition wall between lightweight steel frames and its construction method 审中-公开
标题翻译：轻型钢框架及其施工方法之间的分隔壁
公开(公告)号：JP2010071021A
公开(公告)日：2010-04-02
申请号：JP2008241982
申请日：2008-09-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： FUJIWARA TOKIICHIRO , ISHITOBI HIROSHI
IPC分类号： E04B2/82 , E04B2/74
摘要： PROBLEM TO BE SOLVED: To provide a partition wall between lightweight steel frames, capable of driving a stud through accurately irrespective of the presence of a thick elastic buffer material between an upper part runner and an upper end of the stud, forming a wall substrate for forming a wall face satisfactorily, and preventing the occurrence of creaking sound (scratching sound) due to elastic deformation of the elastic buffer material for many years.
SOLUTION: In this partition wall between the lightweight steel frames, capable of absorbing the layer-to-layer displacement of a building through the relative displacement of the stud 5 and the upper part runner 3 in the in-plane direction, the upper part runner 3 includes a double structure composed of an outer runner 3A fixed on an upper story side and an inner runner 3B fixed on the stud 5, the elastic buffer material 7 is provided between the outer runner 3A and the inner runner 3B, and the outer runner 3A and the inner runner 3B displace relatively in the in-plane direction when the layer-to-layer displacement of the building occurs to prevent the occurrence of creaking sound (scratching sound) due to the elastic deformation of the elastic buffer material 7.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了在轻型钢框架之间提供能够精确地驱动螺栓的分隔壁，而不管在上部滑块和螺栓的上端之间是否存在厚的弹性缓冲材料，形成一个壁基材，令人满意地形成壁面，并且防止由于弹性缓冲材料的弹性变形引起的多年的紧张声（刮擦声）的发生。解决方案：在轻型钢框架之间的这种分隔壁中，能够通过螺柱5和上部流道3在面内方向的相对位移来吸收建筑物的层间位移，上部流道3包括由固定在上层侧的外侧流道3A和固定在螺柱5上的内侧流道3B构成的双重结构，弹性缓冲材料7设置在外侧流道3A与内侧流道3B之间，当建筑物的层间位移发生时，外流道3A和内浇道3B相对于面内方向位移，以防止弹性缓冲材料弹性变形引起的吱吱声（刮擦声）的发生 7.版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2007285078A Base-isolated building 审中-公开
标题翻译：基础隔离建筑
公开(公告)号：JP2007285078A
公开(公告)日：2007-11-01
申请号：JP2006116399
申请日：2006-04-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KINUGAWA TOSHIHIKO , FUJIWARA TOKIICHIRO , ISHITOBI HIROSHI
IPC分类号： E04B1/684 , E04B1/64 , E04H9/02 , E04H9/14 , F16J15/46
摘要： PROBLEM TO BE SOLVED: To provide a base-isolated building which does not prevent free relative displacement of upper and lower structures of a base-isolated slit when not submerged and prevents hydraulic water from intruding into the base-isolated slit when submerged by high tide, flooding of rivers or the like.
SOLUTION: The base-isolated building has the base-isolated slit near a ground surface GL. A plate 6 for preventing inundation which is continuous with a fin part 5 for preventing the blowing-in of wind and rain is openably closably formed in a gap S between a lower surface of a base-isolated pit closing 3 provided in the upper structure of the base-isolated slit and an opposite upper surface of a base-isolated pit retaining wall 4, or an expandable and contractable elastic tube 12 which closes the gap S by switching to an expansion state is provided.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种基础隔离的建筑物，其不会妨碍在不浸没的情况下基底隔离狭缝的上下结构的自由相对位移，并且当浸没时防止液压水侵入基底隔离狭缝高潮，河流泛滥等。解决方案：基座隔离建筑物在地面GL附近具有基底隔离狭缝。用于防止与翅片部分5连续的用于防止风雨的吹入的板6可打开地封闭地形成在设置在上部结构中的基底隔离凹口3的下表面之间的间隙S中提供了基底隔离狭缝和基底隔离凹坑保持壁4的相对的上表面，或者通过切换到膨胀状态来封闭间隙S的可膨胀和收缩的弹性管12。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2010242298A Light-weight steel partition wall 有权
标题翻译：轻量钢分隔墙
公开(公告)号：JP2010242298A
公开(公告)日：2010-10-28
申请号：JP2009088798
申请日：2009-04-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： FUJIWARA TOKIICHIRO , ISHITOBI HIROSHI , MATSUDA TOMOYA
IPC分类号： E04B2/74
摘要： PROBLEM TO BE SOLVED: To inexpensively provide a light-weight steel partition wall which has a sound insulation performance capable of preventing squeak noise (rubbing noise) from occurring over a long period and a fire-resistant performance.
SOLUTION: This light-weight steel partition wall includes an upper runner 2, a lower runner 3, studs 4 the upper and lower ends of which are inserted in the upper and lower runners, gypsum boards 5 affixed to the studs, and glass wool 6 filled in the hollow parts of the gypsum boards. The studs and the upper runner are displaced relative to each other in the in-plane direction to absorb the inter-layer displacement of a building. Back batten plates 7 are interposed staggered between the studs and the gypsum boards. The upper runner uses one the lateral width B of which is larger than the lateral width A of the studs and smaller than the sum of the lateral width A of the studs and the thicknesses C, C of the back batten plates which are disposed on both sides of the studs. An elastic cushioning material 8 joined to the studs is interposed between the upper end both side surfaces of the studs and the inner surface of the upper runner at a position higher than the upper end of the back batten plates to thereby form the gap b between the gypsum boards and the outer surface of the upper runner.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了廉价地提供具有能够防止长时间发生吱吱声（摩擦噪声）的隔音性能和耐火性能的轻质钢隔壁。解决方案：该轻质钢分隔壁包括上流道2，下流道3，其上端和下端插入上游和下流道的螺柱4，固定到螺栓的石膏板5，以及玻璃棉6装在石膏板的中空部分。螺栓和上流道在面内方向相对于彼此移位以吸收建筑物的层间位移。后板条板7在螺柱和石膏板之间交错布置。上滑道使用横向宽度B大于螺柱的横向宽度A的一个，并且小于螺柱的横向宽度A和设置在两个螺栓上的背板板的厚度C，C之和螺柱的两侧。接合到螺栓的弹性缓冲材料8插入在螺柱的上端两侧表面和上流道的内表面之间的位置处于比后板条板的上端高的位置处，从而形成间隙b 石膏板和上流道的外表面。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2006316466A Expansion joint floor panel 审中-公开
标题翻译：扩展接合面板
公开(公告)号：JP2006316466A
公开(公告)日：2006-11-24
申请号：JP2005138855
申请日：2005-05-11
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KINUGAWA TOSHIHIKO , FUJIWARA TOKIICHIRO , ISHITOBI HIROSHI , IWAI MASAKAZU
IPC分类号： E04B1/62
摘要： PROBLEM TO BE SOLVED: To provide an extension joint floor panel enabling the simplification of a structure by minimizing the number of parts and operable as specified when an earthquake occurs.
SOLUTION: In this expansion joint floor panel 1, the first floor surface F1 of a first building B1 and the second floor surface F2 of a second building B2 are connected to each other so that the first floor surface F1 and the second floor surface F2 can be moved, relative to each other, in a longitudinal direction and a lateral direction Y roughly crossing perpendicularly to the longitudinal direction. The expansion joint floor panel comprises a roughly rectangular rectangular plate 2 and a roughly triangular triangular plate 3. One end of the rectangular plate 2 is slidably engaged in the lateral direction Y through a slide mechanism 6 fixed to the first floor surface F1, and the other end thereof is placed on the second floor surface F2 movably in the longitudinal direction. One side of the triangular plate 3 is fixed to the first floor surface F1, and the rectangular plate 2 and the triangular plate 3 are disposed in the vertically mutually overlapped state in the thickness direction and in proximity to each other.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种延伸接头地板面板，其能够通过最小化部件的数量并且可以在发生地震时指定的情况下简化结构。解决方案：在该膨胀接头地板面板1中，第一建筑物B1的第一地板面F1和第二建筑物B2的第二地面F2彼此连接，使得第一地面F1和第二楼层表面F2可以相对于彼此沿纵向方向和横向方向Y移动，该横向方向Y大致垂直于纵向方向交叉。膨胀接头底板包括大致矩形的矩形板2和大致三角形的三角形板3.矩形板2的一端通过固定在第一地板表面F1上的滑动机构6沿横向Y可滑动地接合，其另一端沿纵向方向可移动地放置在第二地板表面F2上。三角形板3的一侧固定在第一层面F1上，矩形板2和三角形板3在厚度方向和彼此靠近的状态下垂直相互重叠。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JPH0860783A VIBRATION CONTROL FLOOR FOR EXERCISE 失效
公开(公告)号：JPH0860783A
公开(公告)日：1996-03-05
申请号：JP22425794
申请日：1994-08-24
申请人： TAKENAKA KOMUTEN CO
发明人： KAWAGUCHI YOSHIHIRO , SHIRAKAWA SHINJI , KAWADA YASUO , FUJIWARA TOKIICHIRO , TAKAHASHI YOSHINORI , MURAI NOBUYOSHI
IPC分类号： E04H3/14 , E04B1/98 , E04B5/43 , E04F15/22 , E04H9/02 , F16F15/04
摘要： PURPOSE: To mitigate the impact force caused by continuous exercises or jumps, reduce vibrations of the low-frequency component, and satisfactorily prevent the propagation of vibrations to the peripheral portion at a low cost to the utmost. CONSTITUTION: A rigid floor support body 2 made of concrete having the weight of 1.2ton/m or above is provided on a floor slab W via air springs 3... having the inherent frequency of 2Hz or below. A laminated rubber of two vertical stages is provided between the side face in the horizontal direction of the floor support body 2 and a peripheral structural body Wa, and a wooden floor material 6 is fitted on the floor support body 2.

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