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41. 发明专利

JP2009215854A Method of foundation work 审中-公开
标题翻译：基金会工作方法
公开(公告)号：JP2009215854A
公开(公告)日：2009-09-24
申请号：JP2008063580
申请日：2008-03-13
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIYAMOTO YUJI , KOYAMADA KOJI , YAMAZOE MASATOSHI , OMIKA YUKIHIRO , YAMADA SHUNICHI
IPC分类号： E02D27/34 , E02D3/00 , E02D3/12 , E02D27/00
摘要： PROBLEM TO BE SOLVED: To obtain a method of foundation work adaptable to a construction field providing good construction efficiency without being influenced by a structural form of an upper building, by which the cost is reduced compared to the method for improving the ground or installing a seismic isolation device, a response of the building when an earthquake is efficiently reduced, and an effective countermeasure for environmental issues like reduction of construction waste soil is provided. SOLUTION: As the foundation peripheral ground of a structure like the building, a foundation outer peripheral part 2, for example, is replaced with a ground material of a nonlinear material different from the original ground 1 to form a replaced part 15, of which the material replacing the original ground is expected to exert an excellent damping property upon large deformation, and causes no residual displacement. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了获得适应建筑领域的基础工作方法，提供良好的施工效率而不受上层建筑的结构形式的影响，与改进地面的方法相比，降低了成本或安装隔震装置，有效减少地震时建筑物的响应，以及减少施工废弃土壤等环境问题的有效对策。解决方案：作为诸如建筑物的结构的基础外围地面，例如，基础外周部分2被替换为与原始地面1不同的非线性材料的研磨材料以形成更换部分15，其中代替原地的材料预期在大变形时将发挥优异的阻尼性能，并且不会产生残余位移。版权所有（C）2009，JPO＆INPIT

42. 发明专利

JP2009115276A Hysteretic damper and vibration control structure 有权
标题翻译： HYSTERETIC阻尼器和振动控制结构
公开(公告)号：JP2009115276A
公开(公告)日：2009-05-28
申请号：JP2007291518
申请日：2007-11-09
申请人： Hitachi Metals Techno Ltd , Kajima Corp , Kobori Takuji Kenkyusho:Kk , 日立機材株式会社 , 株式会社小堀鐸二研究所 , 鹿島建設株式会社
发明人： SEN SHII , KOTAKE YUJI , SUZUKI TAKAYUKI , YAMADA SHUNICHI , KOJIKA NORIHIDE , OMIKA YUKIHIRO
IPC分类号： F16F7/12 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a compact hysteretic damper and a vibration control structure, easy in manufacturing because a damper structure is simple, and easy in strength design of the damper for absorbing energy by elastic-plastic deformation of plate parts of the damper.
SOLUTION: This hysteretic damper 1 is composed of a pair of plate parts 3 and a connecting part 5 of a rectangular solid. The connecting part 5 is sandwiched by both ends of the plate parts 3, and is fixed by a bolt 9 and a nut 11. The substantial center of the plate parts 3 is a joining part 7 with a structure body, and a bolt hole 13 is arranged to be joined with a structure. The joining part 7 of the hysteretic damper 1 is joined to the structure, and when receiving force from the structure, the plate parts 3 are elastically plastically deformed to absorb the energy.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种紧凑的滞后阻尼器和振动控制结构，由于阻尼器结构简单，容易制造，并且通过板件的弹性塑性变形来吸收能量的阻尼器的强度设计容易阻尼器。解决方案：该滞后阻尼器1由一对板状部件3和矩形固体的连接部件5构成。连接部5被板部3的两端夹持，由螺栓9和螺母11固定。板部3的大致中央为具有结构体的接合部7，螺栓孔13 被布置成与结构连接。滞后阻尼器1的接合部7与该结构接合，当从结构受力时，板部3弹性塑性变形以吸收能量。版权所有（C）2009，JPO＆INPIT

43. 发明专利

JP2005307543A Vibration control structure 有权
标题翻译：振动控制结构
公开(公告)号：JP2005307543A
公开(公告)日：2005-11-04
申请号：JP2004125250
申请日：2004-04-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUJIMURA HIROSHI , OGAWA HIROSHI , YAMADA SHUNICHI , ORUI SATORU , MATSUBARA YASUYUKI
IPC分类号： E06B3/70 , E06B5/00
摘要： PROBLEM TO BE SOLVED: To provide a vibration control structure, reducing the quantity of absorbing horizontal displacement (earthquake energy) required per one face material and ensuring a vibration control function as the whole sash fittings in the case of giving a vibration control performance to the sash fittings such as an exterior sash formed by mounting a face material such as a glass sheet in a sash frame.
SOLUTION: In the sash fittings 1 formed by mounting the face material 3 such as glass pane in the sash frame 2, the face material 3 is formed of a set of two or more split bodies made by splitting the face material 3 at least in the lateral direction, a visco-elastic body 5 is interposed between the split bodies 4 to form a layered product, and the respective split bodies 4 are mounted in the sash frame 2 to be horizontally moved independently through the visco-elastic body 5.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供振动控制结构，减少每面材料所需的吸收水平位移（地震能量）的量，并且在给予振动控制的情况下确保作为整个窗框配件的振动控制功能对窗扇配件的性能，例如通过将诸如玻璃板的表面材料安装在窗框中形成的外部窗框。解决方案：在通过将诸如玻璃板的面材3安装在窗框2中形成的窗框配件1中，面材3由一组两个或更多个分开体形成，所述两个或更多个分体由将面材3分开在至少在横向方向上，在分裂体4之间插入粘弹性体5以形成层叠体，并且各个分体4安装在窗框2中以通过粘弹性体5独立地水平移动（C）2006年，JPO＆NCIPI

44. 发明专利

JP2004084812A Rolling pendulum, and vibration isolation device and vibration control device using the same 有权
公开(公告)号：JP2004084812A
公开(公告)日：2004-03-18
申请号：JP2002247364
申请日：2002-08-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKENAKA YASUO , YAMADA SHUNICHI , KOJIKA NORIHIDE , ORUI SATORU , KONDO AKIHIRO , MATSUNAGA YOSHINORI , NAKANO TATSUJI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a rolling pendulum reduced in friction in a rolling part thereof with respect to a setting surface close to a strict pin mechanism and high in stability.
SOLUTION: A rail 11 is provided in the setting surface for the rolling pendulum so that a rolling part 3c of the rolling pendulum 3 rolls on the rail 11 through an auxiliary member 12. The rail 11 is formed of a base part 11a to be fixed to the location surface, a standing part 11b and a head part 11c, and the head part 11c is formed to have an arc-like cross section. The auxiliary member 12 has a recessed part 12a forming an arc in the cross section thereof crossing the rail 11, and the auxiliary member 12 can be oscillated in a direction crossing the longitudinal direction of the rail 11 in the condition that the recessed part 12c and the head part 11c of the rail 11 are brought in linear-contact with each other. The rolling pendulum 3 main body is formed with the rolling part 3c at an end of a shaft part 3a, and the whole of the rolling part 3c is formed into an arc so that the the rolling part can oscillate in the longitudinal direction of the rail 11 with respect to the auxiliary member 12.
COPYRIGHT: (C)2004,JPO

45. 发明专利

JP2002201821A CONSTRUCTION METHOD FOR SEISMIC CONTROL HYDRAULIC DAMPER 失效
公开(公告)号：JP2002201821A
公开(公告)日：2002-07-19
申请号：JP2001000232
申请日：2001-01-04
申请人： HITACHI METALS TECHNO LTD , KAJIMA CORP
发明人： KOTAKE YUJI , SUZUKI TAKAYUKI , YAMADA SHUNICHI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method for seismic control hydraulic damper capable of easily mounting a seismic control hydraulic damper on the skeleton of a building even if the working space around the mounting part of the hydraulic damper is narrow or the peripheral floor of the mounting part is incomplete. SOLUTION: The seismic control hydraulic damper 20 fixed by a fixing means 28 so as not to change the attitude or length is mounted on structures 16, 14 and 12c, and the structures 16, 14, and 12c are mounted on the skeletons 10a, 12a, 18, and 22 of the building together with the seismic control hydraulic damper 20.

46. 发明专利

JPH09203218A EARTHQUAKE-RESISTANT REINFORCING METHOD FOR EXISTING BUILDING 失效
公开(公告)号：JPH09203218A
公开(公告)日：1997-08-05
申请号：JP1176196
申请日：1996-01-26
申请人： KAJIMA CORP
发明人： ARITA TOMOHIKO , SAKAMOTO MITSUO , YAMADA SHUNICHI
IPC分类号： E04H9/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To easily provide an earthquake-resistant reinforcement without the need for expanding cross-sectional area of column or beam by forming a slit by chipping a boundary part between a column and wall of an existing building and winding reinforcing fibers separately round the column and wall. SOLUTION: A boundary part between columns 1, 1 in an existing building and a wall 2 connected to the columns is chipped to form slits 3, 3 between the column 1 and the wall 2 vertically so as to pass through the wall 2 toward the outer surface thereof. Reinforcing fibers 4 are wound round either or both of the separated column 1 or the wall 2 to apply earthquake-resistant reinforcement to the column 1 or wall 2, or column 1 and wall 2. A sealing material for weathering or fire resistive material for fire resistive and fire fighting compartment if necessary, is filled into the slits 3 between the reinforced column 1 and the wall 2. As a result, earthquake-resistant reinforcement can be easily applied to an existing building without expanding cross-sectional area of the column 1 and wall 2.

47. 发明专利

JPH09177364A DAMPING STRUCTURE USING GENERAL WALL SANDWICHED WITH OPENING ON BOTH SIDES 失效
公开(公告)号：JPH09177364A
公开(公告)日：1997-07-08
申请号：JP34241295
申请日：1995-12-28
申请人： KAJIMA CORP
发明人： KUROKAWA YASUTSUGU , SAKAMOTO MITSUO , YAMADA SHUNICHI , KUNIMATSU AKIHIRO , ISHIZUCHI TAKASHI
IPC分类号： E04B2/84 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To contrive the addition of earthquake resisting safety by allowing a damping device, which joins upper and lower separated walls provided with a slit in the middle area in the height direction, to share only a shearing force which allows the strength of a general wall or the strength of a surrounding main structure. SOLUTION: A slit 6 is provided in the middle area in the height direction of general walls 5 sandwiched by an opening between a Japanese style room and an LDK (living/ dinning/kitchen) in a framework on the side of a balcony where the walls 5 are vertically separated from each other and joined with each other by way of a damping device 8. In this case, the general walls 5 are sandwiched with the opening of a main entrance and the opening of an inspection door for electricity or gas. The both sides of the upper part of the general walls 5 are insulated from a post so that a slit 7 may be laid out. This construction makes it possible to use the earthquake resisting strength of the general walls 5 for the general walls 5 and the damping device 8 which holds earthquake resisting properties down to the degree of earthquake resisting strength of the surrounding main structure and incorporate the general walls into the damping structure, thereby making the best use of the general walls 5.

48. 发明专利

JPH09151621A DAMPING STRUCTURE FOR BRACED RIGID FRAME BODY 失效
公开(公告)号：JPH09151621A
公开(公告)日：1997-06-10
申请号：JP31420095
申请日：1995-12-01
申请人： KAJIMA CORP
发明人： YAMADA SHUNICHI , MIYAGAWA NOBUYUKI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To increase a comfortability by installing a damping damper to damp the swing of a rigid frame structure on a frame structure comprising a column and a beam located on each story and also installing a brace to increase the rigidity of the rigid frame structure on the frame structure on each story located on both sides of the frame structure. SOLUTION: Multiple columns 1 are erected at specified intervals, and multiple beams 2 are bridged across the columns 1 and 1 so as to construct a rigid frame structure A of multi-story and multi-span type. Also a reverse V shaped V brace 3 is installed at each story of a frame structures B which constitute the rigid frame structure, and a damping damper 4 such as hydraulic damper is installed, through a damper mounting brace 5, on each story of a frame structure C positioned between the frame structures B. Then a column 1 restricted by the frame structures B is difficult to be extensible, the rotating deformation of the frame structure C becomes small, and the frame structure C slides laterally together with the frame structure B causing shearing deformation. Thus the swing of the rigid frame structure can be damped rapidly.

49. 发明专利

JPH08277652A LEAD DAMPER WITH AXIALLY MOVING MECHANISM 失效
公开(公告)号：JPH08277652A
公开(公告)日：1996-10-22
申请号：JP10488795
申请日：1995-04-05
申请人： KAJIMA CORP , OILES INDUSTRY CO LTD
发明人： YAMADA SHUNICHI , TAKENAKA YASUO , ARITA TOMOHIKO , MIYAGAWA NOBUYUKI , SHIMODA IKUO , IKENAGA MASAYOSHI , MIYAZAKI MITSURU
IPC分类号： E02D27/34 , E04H9/02 , F16F7/12 , F16F15/02
摘要： PURPOSE: To prevent the vertical stress fluctuation of a lead body and secure a pure shearing deformation by arranging a plastic deformation section made of the lead body on one side of a structure, and arranging a vertical shift mecha nism section allowing the vertical shift via the sliding between a piston body and a cylinder body on the other side. CONSTITUTION: An axial shift mechanism section 2 allowing the vertical shift via the sliding between a piston body 11 and a cylinder body 12 is arranged at the upper section of a plastic deformation section 1 mainly made of a lead body 4. When earthquake force is applied, upper and lower structures G, B are relatively displaced, then this lead damper D restricts the horizontal shift with the vertical shift mechanism section 2. A horizontal deformation is applied to the lead body 4 of the plastic deformation section 1 having small lateral rigidity, and the earthquake energy is absorbed. The displacement acceleration of the upper structure G is damped, and the relative displacement is suppressed for damping action. A large energy absorbing capability is obtained, the lead body 4 can be miniaturized, the expected energy absorption characteristic is exerted according to the design specification, and the standardization of designing can be attained.

50. 发明专利

JPH07207764A LAYERED RUBBER SUPPORT HAVING HIGH FLEXURAL RIGIDITY 失效
公开(公告)号：JPH07207764A
公开(公告)日：1995-08-08
申请号：JP400694
申请日：1994-01-19
申请人： KAJIMA CORP
发明人： NISHIMURA ISAO , SAKAMOTO MITSUO , ADACHI NORIHIKO , YAMADA SHUNICHI , ARITA TOMOHIKO , KOJIKA NORIHIDE , SASAKI KATSUYASU
IPC分类号： E04B1/36 , E04H9/02 , F16F15/04
摘要： PURPOSE:To heighten flexural rigidity by arranging an intermediate flange between upper and lower flanges, forming layered rubber by mutually layering steel plates and rubbers on each other between the flanges, and arranging a spring mechanism in the vertical direction between the flanges along the outer periphery of the layered rubber. CONSTITUTION:An intermediate flange 1' is arranged between upper and lower flanges 1. Layered rubber 2 by mutually layering steel plates and rubbers on each other is arranged between the upper flange 1 and the intermediate flange 1', and the intermediate flange 1' and the lower flange 1. Plural wire brace materials 4 are tensioned through turnbuckles 3 and pulleys 5 while crossing them each other up to inner peripheral fastening points 6 from outer peripheral fastening points 6 on the outer periphery of the layered rubber 2.

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