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1. 发明专利

JP2004156259A Vibration-isolating method 有权
公开(公告)号：JP2004156259A
公开(公告)日：2004-06-03
申请号：JP2002321639
申请日：2002-11-05
申请人： Bridgestone Corp , Iwami Kaihatsu Kk , Hirokazu Takemiya , 岩水開発株式会社 , 株式会社ブリヂストン , 宏和竹宮
发明人： TAKEMIYA HIROKAZU
IPC分类号： E02D27/32 , E01B19/00 , E01C3/06 , E02D31/08
CPC分类号： E02D31/08 , E01B19/003 , E01C3/06
摘要： PROBLEM TO BE SOLVED: To provide a more practical and excellent vibration-isolating method which can obtain better vibration-isolating effects than ever before and can contribute to a reduction in construction costs.
SOLUTION: This vibration-isolating method is used for preventing and reducing vibrations propagating to the periphery of a structure which generates or receives the vibrations. A hard material and a rubber elastic material, which are higher in rigidity than surrounding ground, are made adjacent to each other and buried immediately beneath or on the periphery of the structure, so as to form a hard layer 1 and an elastic layer 2. Preferably, the hard material is concrete, solidification-treated soil or an iron material, and the rubber elastic material is a waste tire or a ground product of the waste tire.
COPYRIGHT: (C)2004,JPO

2. 发明专利

JPH11280087A Ground solidifying construction method for damping and preventing liquefaction 失效
标题翻译：用于阻尼和防止液化的地基固结施工方法
公开(公告)号：JPH11280087A
公开(公告)日：1999-10-12
申请号：JP10002698
申请日：1998-03-27
申请人： Aisawa Construction Co Ltd , Iwami Kaihatsu Kk , Hirokazu Takemiya , アイサワ工業株式会社 , 岩水開発株式会社 , 宏和竹宮
发明人： TAKEMIYA HIROKAZU , NARUSE RYUICHIRO , HASHIMOTO MITSUNORI
IPC分类号： E02D3/12 , E02D3/08 , E02D27/34 , E02D31/08
摘要： PROBLEM TO BE SOLVED: To provide a ground solidifying construction method for damping and preventing liquefaction by means of a columnlike solidifying body capable of preventing the vibration of each solidifying body singly when the vibration is applied to the ground while a ratio of improved volume is reduced.
SOLUTION: Each solidifying body 3 constituting a solidified ground 2 is connected with an adjacent solidifying body to make them continuous mutually. The connection of adjacent solidifying bodies is done by connecting at least a part thereof in the horizontal direction or vertical direction, bringing it into contact, and connecting it using a connection member. Consequently, the solidifying body is not vibrated singly, the rigidity thereof as the solidifying ground is increased, and the effects of damping for the vibration of the ground and prevention of liquefaction are increased. Moreover, an increase of ground support force and the prevention of unequal sinking become possible because an upper load is received by the whole solidifying ground. Furthermore, this construction is done while a ratio of improved volume is reduced so that cost can be reduced and construction term can be shortened.
COPYRIGHT: (C)1999,JPO
摘要翻译：要解决的问题：提供一种用于通过柱状凝固体来阻尼和防止液化的地面凝固施工方法，其能够在将振动施加于地面时单独防止每个凝固体的振动，同时改善体积的比例降低。解决方案：构成固化地面2的每个凝固体3与相邻的凝固体连接，使它们相互连续。相邻凝固体的连接通过在水平方向或垂直方向上连接其至少一部分，使其接触并使用连接构件进行连接来实现。因此，固化体不会单独振动，作为固化地面的刚性增加，并且对地面振动的阻尼和防止液化的效果增加。此外，由于整个固化地面接收到较高的载荷，地面支撑力的增加和防止不平等的下沉成为可能。此外，这种结构是在降低体积改善的比例的情况下进行的，从而可以降低成本并缩短施工期限。

3. 发明专利

JP2009235689A Unit block for forming vibration damping structure and vibration damping structure 审中-公开
标题翻译：用于形成振动阻尼结构和振动阻尼结构的单元块
公开(公告)号：JP2009235689A
公开(公告)日：2009-10-15
申请号：JP2008080669
申请日：2008-03-26
申请人： Landes Co Ltd , Hirokazu Takemiya , ランデス株式会社 , 宏和竹宮
发明人： TAKEMIYA HIROKAZU
IPC分类号： E02D31/08 , E02D27/32
摘要： PROBLEM TO BE SOLVED: To provide a vibration damping structure installable and removable at reduced labor and cost and installable and removable in a short time.
SOLUTION: In a unit block 1 for forming the corrugated vibration damping structure 4 which cuts off or reduces the vibration propagated thereto through a ground G, two or more main vertical walls 11 and auxiliary vertical walls 12 are arranged horizontally by bending to form at least two end side surfaces 122. A connection means is attached to the upper surface 16 or the side surface 121 of the auxiliary vertical wall in proximity to the end side surface 122. The unit blocks 1 which form the vibration damping structure are horizontally connected to each other.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种减少劳动力和成本可安装和拆卸的减震结构，并可在短时间内安装和拆卸。解决方案：在用于形成波纹振动阻尼结构4的单元块1中，其切断或减少通过地面G传播的振动，两个或更多个主垂直壁11和辅助垂直壁12通过弯曲至形成至少两个端侧表面122.连接装置附接到邻近端侧表面122的辅助垂直壁的上表面16或侧表面121.形成减振结构的单元块1是水平的相互连接。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2007211542A Antiseismic structure of quaywall, and its construction method and device 审中-公开
标题翻译： QUAYWALL的防静电结构及其施工方法和设备
公开(公告)号：JP2007211542A
公开(公告)日：2007-08-23
申请号：JP2006034983
申请日：2006-02-13
申请人： Mitsubishi Heavy Ind Ltd , Hirokazu Takemiya , 三菱重工業株式会社 , 宏和竹宮
发明人： TAKEMIYA HIROKAZU , IKESUE SHUNICHI , INOUE KOICHI , HIRAI JUN , FURUTA DAISUKE
IPC分类号： E02B3/06 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide an antiseismic structure of a quaywall by which antiseismic measures can be taken easily at a lower cost.
SOLUTION: A plurality of vertically placed cement piles 11 are connected to one another in the width direction to make a block body 7 having a three-dimensional structure, and the block body 7 is placed in the ground of backfill soil 5 of the quaywall 3.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供可以以较低成本容易地进行抗震措施的三角岩的抗震结构。解决方案：多个垂直放置的水泥桩11在宽度方向上彼此连接，以制成具有三维结构的块体7，并且将块体7放置在具有三维结构的回填土5的地面中版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2005240985A Method and system for reducing vibration of ground 审中-公开
标题翻译：减少地面振动的方法和系统
公开(公告)号：JP2005240985A
公开(公告)日：2005-09-08
申请号：JP2004055432
申请日：2004-02-27
申请人： Mitsubishi Heavy Ind Ltd , Hirokazu Takemiya , 三菱重工業株式会社 , 宏和竹宮
发明人： TAKEMIYA HIROKAZU , SASAJIMA KEISUKE , HIRAI JUN , ISHII MOTOETSU , OGI YASUO
IPC分类号： F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a method and a system for obtaining high vibration reduction effect in a wide frequency region without being limited to a specific frequency region.
SOLUTION: A firmly connected body 6 having higher rigidity than the ground in the surroundings is provided in at least either of a part just below a structure 2 generating vibration or receiving vibration, the underground part around the structure, and a vibration propagation path. The firmly connected body 6 is vibrated by deviating a phase without synchronizing with a period of vibration.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种在宽频率区域获得高减振效果而不限于特定频率区域的方法和系统。解决方案：在结构2正下方的产生振动或接收振动的部分中的至少一个中，在结构周围的地下部分和振动传播中的至少一个中提供了具有比周围地面更高的刚度的牢固连接的主体6 路径。牢固连接的主体6通过使相位偏移而不与振动周期同步而振动。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2006200718A Ground vibration reducing method and system 审中-公开
标题翻译：地震减振方法与系统
公开(公告)号：JP2006200718A
公开(公告)日：2006-08-03
申请号：JP2005016020
申请日：2005-01-24
申请人： Mitsubishi Heavy Ind Ltd , Hirokazu Takemiya , 三菱重工業株式会社 , 宏和竹宮
发明人： TAKEMIYA HIROKAZU , SASAJIMA KEISUKE , HARADA HIDEAKI , IKESUE SHUNICHI , HIRAI JUN , ISHII MOTOETSU , OGI YASUO , YAMAMOTO TOSHIHIRO , TATEYAMA SOHEI
IPC分类号： F16F15/02 , E02D31/08
摘要： PROBLEM TO BE SOLVED: To provide a ground vibration reducing method and its system for obtaining high vibration reducing effect for vibration obstacle around a road and a railroad structure.
SOLUTION: This ground vibration reducing system is provided with a pair of concrete boards 13, 15 arranged substantially in parallel by letting faces oppose mutually and installed from a ground surface into the ground so that the faces are positioned in substantially vertical direction for the ground surface on a vibration transmission path and vertical driving units 27, 29 for vibrating the concrete boards 13, 15 in reverse phases for each other along the inside of the faces.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种地面振动降低方法及其系统，用于获得围绕道路和铁路结构的振动障碍物的高减振效果。解决方案：该地面减震系统设置有一对混凝土基板13,15，其通过使面相互相对并且从地表面安装到地面中而基本平行地布置，使得面基本上位于大致垂直的方向上振动传播路径上的地面和垂直驱动单元27,29，用于沿着面的内侧彼此相反地振动混凝土板13,15。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2010229742A Improved ground 有权
标题翻译：改善地面
公开(公告)号：JP2010229742A
公开(公告)日：2010-10-14
申请号：JP2009079702
申请日：2009-03-27
申请人： Hirokazu Takemiya , 宏和竹宮
发明人： TAKEMIYA HIROKAZU
IPC分类号： E02D27/34 , E02D3/00
摘要： PROBLEM TO BE SOLVED: To provide improved ground which is effective as measures against an earthquake wave propagated in a vertical direction through surrounding ground, and which can bring about an effect in the use of a base-isolated structure, a vibration control structure, or the like. SOLUTION: In this improved ground, a high-rigidity structure 21, which comprises a large number of unit spaces 212 formed by horizontally crossing vertical planes 211 relatively higher in rigidity than the surrounding ground 5, is buried to a depth Dc equivalent to an energy centroid of vibrations caused by a disturbance wave at a dominant frequency; a range of a depth from the foundation 11 of a ground structure 1 to the high-rigidity structure 21 is set as an upper layer 3; and a range of the depth of the high-rigidity structure 21 is set as a lower layer 2. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供改进的地面，其作为对通过周围地面在垂直方向上传播的地震波的措施是有效的，并且可以在使用基座隔离结构中产生影响，振动控制结构等。解决方案：在这个改进的地面中，包括大量单位空间212的高刚度结构21被埋入到相当于深度Dc的深度Dc上以主频为由的干扰波引起的振动的能量重心; 从地面结构1的基础11到高刚性结构21的深度的范围被设定为上层3; 并且将高刚性结构21的深度范围设定为下层2.版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2005240520A Earthquake-proof and vibration-proof method of structure and earthquake-proof and vibration-proof structure 有权
标题翻译：结构防震和抗震结构抗震和抗震检测方法
公开(公告)号：JP2005240520A
公开(公告)日：2005-09-08
申请号：JP2004055580
申请日：2004-02-27
申请人： Mitsubishi Heavy Ind Ltd , Hirokazu Takemiya , 三菱重工業株式会社 , 宏和竹宮
发明人： TAKEMIYA HIROKAZU , SASAJIMA KEISUKE , HIRAI JUN , ISHII MOTOETSU , OGI YASUO
IPC分类号： E02D31/08
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-proof and vibration-proof method of a structure, applied to an existing structure without closing the principal space of a frame.
SOLUTION: A soil improvement part 2 having higher rigidity than the peripheral subsoil is formed to surround the structure 1 on the peripheral subsoil of the structure 1. A damping member 4 having a damping factor of 100% or more is provided on the soil improvement part 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种应用于现有结构的结构的防震防振方法，而不关闭框架的主要空间。解决方案：形成具有比周边底土更高的刚性的土壤改善部分2，以围绕结构1的周边底层上的结构1。在阻尼因子为100％以上的阻尼构件4设置在土壤改良部分2.版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2006028740A Vibration control ground for being arranged in ground to control vibration, and vibration control method using it 审中-公开
标题翻译：用于控制振动的地震控制接地和使用其的振动控制方法
公开(公告)号：JP2006028740A
公开(公告)日：2006-02-02
申请号：JP2004204416
申请日：2004-07-12
申请人： Iwami Kaihatsu Kk , Okayama Univ , 国立大学法人岡山大学 , 岩水開発株式会社
发明人： TAKEMIYA HIROKAZU
IPC分类号： E02D31/08 , E02D27/44
摘要： PROBLEM TO BE SOLVED: To obtain a sufficient vibration control effect even against vibrations in a low-frequency band.
SOLUTION: Vibration control ground, which is to be arranged in ground so as to control vibrations, has higher strength than peripheral ground. The vibration control ground, which satisfies condition (1) that d is in the range of λ/10-λ/4, comprises a structure wherein at least two columnar constitutional units surrounded by a lateral wall are continuously provided. In condition (1), d represents a diameter of a circle which has an area equal to an average area as the arithmetic mean of both areas, that is, the area of the constitutional area of a cross section formed as a plane perpendicular to the longitudinal direction of the columnar constitutional unit, and the area, occupied by the inside of the constitutional unit, of the cross section; λ represents the wavelength of the propagation wave of the peripheral ground; and so forth.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：即使在低频带中的振动也能获得充分的振动控制效果。
解决方案：要布置在地面中以控制振动的振动控制地具有比外围地面更高的强度。满足条件（1）的振动控制地，d在λ/ 10-λ/ 4的范围内，包括连续地设置有由侧壁包围的至少两个柱状结构单元的结构。在条件（1）中，d表示具有与两个区域的算术平均值相等的平均面积的面积的圆的直径，即形成为垂直于该面积的平面的截面的构成面积的面积柱状结构单元的长度方向以及构成单元的内部所占据的截面的面积; λ表示外围地面的传播波的波长; 等等。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2003090386A VIBRATIONPROOF ENGINEERING METHOD 审中-公开
公开(公告)号：JP2003090386A
公开(公告)日：2003-03-28
申请号：JP2001281855
申请日：2001-09-17
申请人： TAKEMIYA HIROKAZU , IWAMI KAIHATSU KK , BRIDGESTONE CORP
发明人： TAKEMIYA HIROKAZU
IPC分类号： E02D31/08 , F16F15/02 , F16F15/08
摘要： PROBLEM TO BE SOLVED: To provide a more practical and excellent vibrationproof engineering method capable of unconventionally providing a favorable vibrationproof effect and also capable of contributing to the reduction of construction costs. SOLUTION: At least one layer of waste tires is buried in a horizontal and/or vertical arrangement underground right below or in the circumference of a structure under the application of the vibrationproof engineering method to prevent and reduce vibration to propagate to a periphery of the structure of generating or receiving vibration. It is preferable to fill at least one kind as a filling material selected from site sediment, fluidized treated soil and urethane foam into the waste tires. Additionally, it is preferable to arrange the waste tires in the horizontal state and to connect the adjoining tires to each other.

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