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1. 发明专利

JP2011038394A Elastic load bearing body 有权
标题翻译：弹性载荷轴承
公开(公告)号：JP2011038394A
公开(公告)日：2011-02-24
申请号：JP2010130917
申请日：2010-06-08
申请人： Kawakin Core-Tech Co Ltd , 株式会社川金コアテック
发明人： HISHIJIMA YASUHISA , HONMA KEIICHI , HIMENO TAKEHIKO
IPC分类号： E01D19/04
摘要： PROBLEM TO BE SOLVED: To provide an elastic load bearing body with increased surface pressure by which the whole support is minimized, and the cost is reduced.
SOLUTION: In the elastic load bearing body 1 comprising an upper steel plate 2, a lower steel plate 3 and a rubber layer 4 interposed between them, at least one of a lower surface of the upper steel plate 2 and an upper surface of the lower steel plate 3 has a curved surface 5 so that the thickness of the rubber layer 4 may gradually increase from the center to the outer peripheral part. The elastic load bearing body 1 is applied to a sliding bearing or a fixed bearing arranged between upper and lower structures of a bridge.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有增加的表面压力的弹性承载体，整体支撑被最小化，并且降低了成本。解决方案：在包括上钢板2，下钢板3和插入其间的橡胶层4的弹性承载体1中，上钢板2的下表面和上钢板2的至少一个下部钢板3具有弯曲表面5，使得橡胶层4的厚度可以从中心部分到外周部分逐渐增加。弹性承载体1应用于布置在桥梁的上下结构之间的滑动轴承或固定轴承。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2010053618A Device for preventing bridge fall 有权
标题翻译：防止桥梁失效的装置
公开(公告)号：JP2010053618A
公开(公告)日：2010-03-11
申请号：JP2008220976
申请日：2008-08-29
申请人： Kawakin Core-Tech Co Ltd , Nexco-East Engineering Co Ltd , 株式会社ネクスコ東日本エンジニアリング , 株式会社川金コアテック
发明人： HISHIJIMA YASUHISA , HIMENO TAKEHIKO , HONMA KEIICHI , FUJIWARA HIROSHI
IPC分类号： E01D19/04
摘要： PROBLEM TO BE SOLVED: To provide a device for preventing bridge fall, which exerts a large buffering effect and can be manufactured easily.
SOLUTION: The device for preventing bridge fall is to prevent a bridge beam from falling by connecting two structures, which are a beam end and a bridge abutment, or adjacent beam ends. The device includes a connecting member 11 and a buffering mechanism. Both ends of the connecting member 11 are connected to the two structures, respectively, and the connecting member 11 has an expandable and contractable expansion/contraction part 11a at least in a part of it. The buffering mechanism is housed in a metal sleeve 13 in the state that the expansion/contraction part 11a is contracted. Both ends of the buffering mechanism are fixed to the inner periphery of the metal sleeve 13. A number of slits 15 extending in the peripheral direction are formed in the metal sleeve 13 at intervals in the axial direction.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种防止桥坠的装置，其施加大的缓冲效果并且可以容易地制造。解决方案：用于防止桥落下的装置是为了防止桥梁通过连接作为梁端和桥接台或相邻梁端部的两个结构而下落。该装置包括连接构件11和缓冲机构。连接构件11的两端分别连接到两个结构，并且连接构件11至少在其一部分中具有可膨胀和收缩的膨胀/收缩部分11a。缓冲机构在伸缩部11a收缩的状态下容纳在金属套筒13内。缓冲机构的两端固定在金属套筒13的内周上。沿着轴向方向间隔地在金属套筒13中沿圆周方向延伸的多个狭缝15。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2014077321A Earthquake strengthening method for existing steel bearing 审中-公开
标题翻译：用于现有钢轴承的地震加固方法
公开(公告)号：JP2014077321A
公开(公告)日：2014-05-01
申请号：JP2012226850
申请日：2012-10-12
申请人： Kawakin Core-Tech Co Ltd , 株式会社川金コアテック
发明人： HISHIJIMA YASUHISA , HONMA KEIICHI
IPC分类号： E01D22/00 , E01D19/04
摘要： PROBLEM TO BE SOLVED: To provide an earthquake strengthening method for an existing steel bearing, which capable of eliminating the need for jack-up of a super structure, reducing the number of parts to be replaced, simplifying the construction, and suppressing manufacturing cost to be low.SOLUTION: An earthquake strengthening method for an existing steel bearing includes the steps of: hacking a weld part of a sole plate 8; widening both sides of a bottom flange 4a in a fitting part of an upper shoe 1; fitting stoppers 32, 33 provided so as to leave a predetermined interval apart from the upper shoe along a bridge axial direction and in the direction perpendicular to the bridge axis in an underside of the bottom flange 4a including widened parts 30; and fitting knock-off bolts 37 each having a breaking planned part at its bolt shank intermediate part as new set bolts instead of set bolts so that the breaking planned part is positioned at a boundary surface between the bottom flange and the sole plate 8.
摘要翻译：要解决的问题：为了提供一种现有钢轴承的抗震加固方法，其能够消除对超级结构的自升式的需要，减少要更换的部件的数量，简化结构，并且抑制制造成本对于现有钢轴承的地震加固方法包括以下步骤：踩底板8的焊接部分; 在上鞋1的装配部分中扩大底部凸缘4a的两侧; 装配止动件32,33设置成在包括加宽部分30的底部凸缘4a的下侧中沿着桥轴方向和在垂直于桥轴线的方向上离开上鞋的预定间隔离开预定间隔; 以及在其螺栓柄中间部分具有破裂计划部分的装配分离螺栓37，作为新的固定螺栓而不是固定螺栓，使得断裂计划部分位于底部凸缘和底板8之间的边界表面。

4. 发明专利

JP2010174541A Roller-type base-isolated bearing 审中-公开
标题翻译：滚子式基础隔离轴承
公开(公告)号：JP2010174541A
公开(公告)日：2010-08-12
申请号：JP2009019611
申请日：2009-01-30
申请人： Kawakin Core-Tech Co Ltd , 株式会社川金コアテック
发明人： HISHIJIMA YASUHISA
IPC分类号： E01D19/04
摘要： PROBLEM TO BE SOLVED: To provide a roller-type base-isolated bearing which is equipped with a restoring function, a function of restricting movement in a bridge-axis direction and a direction perpendicular to the bridge axis, and a function of inhibiting uplifting.
SOLUTION: This base-isolated bearing 1 to be installed between upper and lower structures 2 and 3 of a bridge includes: a lower shoe stone 4 which is fixed on the lower structure 3 and the top surface of which is provided with a concavely-curved surface along the bridge-axis direction; an upper shoe stone 5 which is fixed to the upper structure 2 and which has a pair of bearing members 7 and 7 suspending from its undersurface; a roller shaft 8 which is supported by the pair of bearing members 7 and 7; a roller 9 which is rotatably supported by the roller shaft 8 and which rolls on the concavely-curved surface; and a pair of movement restriction members 13 and 13 which are provided on the lower shoe stone 4 so as to restrict the movement of the roller shaft 8 in the bridge-axis direction, the direction perpendicular to the bridge axis, and a vertical direction.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种具有恢复功能的滚子式基体隔离轴承，具有限制在桥轴方向和垂直于桥轴线的方向上的运动的功能，以及抑制隆升。解决方案：安装在桥梁的上下结构体2和3之间的基底隔离轴承1包括：固定在下部结构3上的下部鞋石4，其上表面设有一个沿桥轴方向的凹曲面; 上鞋底5，固定在上部结构体2上，并具有从其下表面悬挂的一对支承构件7和7; 由一对轴承构件7和7支撑的滚子轴8; 辊9由辊轴8可旋转地支撑并在凹曲面上滚动; 以及一对运动限制部件13和13，它们设置在下鞋面石4上，以限制滚轴8沿桥轴方向，垂直于桥轴线的方向和垂直方向的移动。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2010116250A Base isolation device of cargo handling machine 审中-公开
标题翻译：货物处理机基座隔离装置
公开(公告)号：JP2010116250A
公开(公告)日：2010-05-27
申请号：JP2008291557
申请日：2008-11-13
申请人： Kawakin Core-Tech Co Ltd , Nippon Crane Works Ltd , 株式会社川金コアテック , 株式会社日本起重機製作所
发明人： HISHIJIMA YASUHISA , SUGISAWA MITSURU , ISHIJIMA YOSHITOMO
IPC分类号： B65G67/60 , B65G65/06 , B66C15/00
摘要： PROBLEM TO BE SOLVED: To provide a base isolation device of a cargo handling machine in which the responsiveness or the like of a laminated rubber is well balanced in all horizontal directions.
SOLUTION: The base isolation device of the cargo handling machine is provided with: an upper plate 11 and a lower plate 12 which are respectively fixed to a cargo handling machine body and a traveling unit; a pair of upper guide members 15 fixed to a lower surface of the upper plate 11; a pair of lower guide members 16 fixed to an upper surface of the lower plate so as to be orthogonal to the upper guide member 15; a cylindrical block 17 arranged so as to be movably located between the upper guide members 15, 15 and the lower guide members 16, 16; and a laminated rubber 21 located inward thereof with upper and lower parts thereof being fixed to the upper plate 11 and the lower plate 12, respectively. A pair of upper engagement parts 19 and a pair of lower engagement parts to be engaged with the upper guide members 15 and the lower guide members 16 are provided on upper and lower parts of the cylindrical block 17.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种货物处理机的基础隔离装置，其中层压橡胶的响应性等在所有水平方向上均衡。解决方案：货物装卸机的基座隔离装置设有：上板11和下板12，分别固定在货物装卸机体和行走装置上; 固定到上板11的下表面的一对上引导构件15; 一对下导向构件16，其固定到下板的上表面以与上引导构件15正交; 圆柱形块17，其被布置成可移动地位于上引导构件15,15和下引导构件16,16之间; 位于其内侧的层叠橡胶21的上部和下部分别固定在上板11和下板12上。一对上接合部分19和一对与上引导构件15和下引导构件16接合的下接合部分设置在圆柱形块体17的上部和下部。版权所有（C） 2010年，JPO＆INPIT

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