专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2009264015A Seismic response control apparatus 有权
标题翻译：地震反应控制装置
公开(公告)号：JP2009264015A
公开(公告)日：2009-11-12
申请号：JP2008115507
申请日：2008-04-25
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： TAKADA TOMOKAZU , NATSUBORI ISAO , YOKOYAMA SHIGEKAZU , AZUMA YOSHIAKI , TANIGAWA SEIJI , SATO MAMORU
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To bear vertical load in addition to horizontal load. SOLUTION: A seismic control stud 1 has an upper stud 2, a lower stud 3 and a viscoelastic damper 4. In the viscoelastic damper 4, a clearance is formed in a vertical direction between the lower end of an intermediate plate 6 and a lower rib 8. Three pins 11 located on the lower rib 8 are erected parallel at predetermined spaces in a horizontal direction between front and rear outer plates 9, 9 in a form of penetrating the clearance, and the lower end of the intermediate plate 6 abuts on the upper end of each pin 11. Vertical load from the upper stud 2 is thereby received by the pins 11 and transmitted to the lower stud 3 to bear the vertical load. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：除了水平负载外，还要承受垂直载荷。解决方案：地震控制螺柱1具有上螺柱2，下螺柱3和粘弹性阻尼器4.在粘弹性阻尼器4中，在中间板6的下端和中间板6的下端之间沿垂直方向形成间隙下肋8.位于下肋8上的三个销11以穿透间隙的形式在前后外板9,9之间的水平方向上的预定间隔处平行地竖立，中间板6的下端邻接在每个销钉11的上端。从上销钉2的垂直载荷由销11接收并传递到下螺柱3以承受垂直载荷。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2007016447A Mounting structure of brace type viscoelastic damper 有权
标题翻译：带式粘弹阻尼器的安装结构
公开(公告)号：JP2007016447A
公开(公告)日：2007-01-25
申请号：JP2005197935
申请日：2005-07-06
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： TAKADA TOMOKAZU , UCHIYAMA TAKASHI , NATSUBORI ISAO , YOKOYAMA SHIGEKAZU , TANIGAWA SEIJI , SATO MAMORU , TANAKA HIROOMI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To maintain a reduction in size by eliminating protrusion in the thickness direction of a frame.
SOLUTION: In this brace type viscoelastic damper 1, ends, which are to be mounted on the side of the framework frame, of outer and inner sleeves 2 and 3 are formed as flat parts 7 and 15 which become thinner in a direction orthogonal to a frame surface; one-side ends of joint fittings 8 and 16 are inserted into both the flat parts 7 and 15, and joined by bolts 11 and 19, respectively; and the other ends of the joint fittings 8 and 16 are connected to the framework frame by means of pins 22 and 23, respectively.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过消除框架的厚度方向上的突出来保持尺寸的减小。解决方案：在这种支撑型粘弹性阻尼器1中，外套筒2和内套筒3的框架框架一侧安装的端部形成为平坦部分7和15，它们在方向与框架表面正交; 接头配件8和16的单侧端分别插入两个平的部分7和15中，并分别由螺栓11和19连接起来。并且接头配件8和16的另一端分别通过销22和23连接到框架框架。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2006283375A Seismic-response controlled structure of lightweight steel-framed house 有权
标题翻译：轻型钢框架的地震反应控制结构
公开(公告)号：JP2006283375A
公开(公告)日：2006-10-19
申请号：JP2005104276
申请日：2005-03-31
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： TAKADA TOMOKAZU , UCHIYAMA TAKASHI , NATSUBORI ISAO , SATO MAMORU , YOKOYAMA SHIGEKAZU , TANAKA HIROOMI , TANIGAWA SEIJI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic-response controlled structure which can reduce the deformation of a building by efficiently converting vibrational energy, generated by earthquakes, into thermal energy.
SOLUTION: In an area R1 on the upside of a middle rail 4 of a framework frame 1, first and second viscoelastic dampers 5a and 5b are each mounted in an inclined manner. In an area R2 on the downside of the middle rail 4, third and fourth viscoelastic dampers 5c and 5d are each mounted in an inclined manner. Additionally, in the framework frame 1, the mounting rigidity of each mounting part of the first-fourth viscoelastic dampers 5a-5d, the storage rigidity of each of the first-fourth viscoelastic dampers 5a-5d, and the loss coefficient of each of the first-fourth viscoelastic dampers 5a-5d are adjusted to satisfy predetermined conditions, when a story deformation angle is 1/200 rad in horizontal deformation.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种地震响应控制结构，其可以通过将由地震产生的振动能量有效地转换成热能来减少建筑物的变形。解决方案：在框架框架1的中间轨道4的上侧的区域R1中，第一和第二粘弹阻尼器5a和5b分别以倾斜的方式安装。在中间轨道4的下侧的区域R2中，第三和第四粘弹性缓冲器5c，5d分别以倾斜的方式安装。此外，在框架框架1中，第一〜第四粘弹性缓冲器5a-5d的各安装部的安装刚性，第一〜第四粘弹性缓冲器5a〜5d的各自的保持刚度，当水平变形时的故事变形角为1/200rad时，调节第一至第四粘弹缓冲器5a-5d以满足预定条件。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2006283374A Seismic-response controlled structure of lightweight steel-framed house 有权
标题翻译：轻型钢框架的地震反应控制结构
公开(公告)号：JP2006283374A
公开(公告)日：2006-10-19
申请号：JP2005104275
申请日：2005-03-31
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： TAKADA TOMOKAZU , UCHIYAMA TAKASHI , NATSUBORI ISAO , SATO MAMORU , YOKOYAMA SHIGEKAZU , TANAKA HIROOMI , TANIGAWA SEIJI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic-response controlled structure which can reduce the deformation of a building by efficiently converting vibrational energy, generated by earthquakes, into thermal energy.
SOLUTION: In an area R1 on the upside of a middle rail 4 of a framework frame 1, a first viscoelastic damper 5a is mounted in an inclined manner. In an area R2 on the downside of the middle rail 4, a second viscoelastic damper 5b is mounted in an inclined manner. Additionally, in the framework frame 1, the mounting rigidity of the mounting part of the first viscoelastic damper, that of the mounting part of the second viscoelastic damper, the storage rigidity and loss coefficient of the first viscoelastic damper, and those of the second viscoelastic damper are adjusted to satisfy predetermined conditions, when a story deformation angle is 1/200 rad in horizontal deformation.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种地震响应控制结构，其可以通过将由地震产生的振动能量有效地转换成热能来减少建筑物的变形。解决方案：在框架框架1的中间轨道4的上侧的区域R1中，第一粘弹性阻尼器5a以倾斜的方式安装。在中间轨道4的下侧的区域R2中，以倾斜的方式安装第二粘弹性阻尼器5b。此外，在框架框架1中，第一粘弹性阻尼器的安装部分的安装刚性，第二粘弹性阻尼器的安装部分的安装刚度，第一粘弹性阻尼器的储存刚性和损耗系数以及第二粘弹性阻尼器的安装刚度当水平变形时故障变形角度为1/200rad时，调节阻尼器以满足预定条件。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2006283376A Seismic-response controlled structure of lightweight steel-framed house 有权
标题翻译：轻型钢框架的地震反应控制结构
公开(公告)号：JP2006283376A
公开(公告)日：2006-10-19
申请号：JP2005104277
申请日：2005-03-31
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： TAKADA TOMOKAZU , UCHIYAMA TAKASHI , NATSUBORI ISAO , SATO MAMORU , YOKOYAMA SHIGEKAZU , TANAKA HIROOMI , TANIGAWA SEIJI
IPC分类号： E04H9/02 , E04H1/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a seismic-response controlled structure which can reduce the deformation of a building by efficiently converting vibrational energy, generated by earthquakes, into thermal energy.
SOLUTION: In an area R1 on the upside of a middle rail 4 of a framework frame 1, a first damper unit D1 with first-fourth viscoelastic dampers 5a-5d is mounted. In an area R2 on the downside of the middle rail 4, a second damper unit D2 with fifth-eighth viscoelastic dampers 5e-5h is mounted. Additionally, in the framework frame 1, the mounting rigidity of each mounting part of the first-eighth viscoelastic dampers 5a-5h, the storage rigidity of each of the first-eighth viscoelastic dampers 5a-5h, and the loss coefficient of each of the first-eighth viscoelastic dampers 5a-5h are adjusted to satisfy predetermined conditions, when a story deformation angle is 1/200 rad in horizontal deformation.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种地震响应控制结构，其可以通过将由地震产生的振动能量有效地转换成热能来减少建筑物的变形。解决方案：在框架框架1的中间轨道4的上侧的区域R1中，安装有具有第一至第四粘弹性阻尼器5a-5d的第一阻尼单元D1。在中间导轨4的下侧的区域R2中安装有具有第五粘弹性阻尼器5e-5h的第二阻尼单元D2。此外，在框架框架1中，第一〜第八粘弹性缓冲器5a-5h的各安装部的安装刚性，第一〜第八粘弹性缓冲器5a〜5h的保持刚度，当水平变形时的故事变形角度为1/200rad时，调节第一至第八粘弹减振器5a-5h以满足预定条件。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2008240814A Manufacturing method for visco-elastic damper 有权
标题翻译：粘弹性阻尼器的制造方法
公开(公告)号：JP2008240814A
公开(公告)日：2008-10-09
申请号：JP2007079676
申请日：2007-03-26
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： SAYAMA YOSHIHIRO , TAKADA TOMOKAZU , KIMOTO TORU , OKABE JUNJI , TANIGAWA SEIJI , SATO MAMORU
IPC分类号： F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a manufacturing method for a visco-elastic damper in which adhesion property and filling property of a visco-elastic body are good.
SOLUTION: Respective half split metal fittings 5 of an outer fitting 2 are made symmetrical in shape at left and right sides with enlarged parts 6, 6 formed at both left and right sides in the lateral cross section. Whereas, an inner metal fitting 3 is made symmetrical in shape at left and right sides with projection parts 11, 11 formed at both left and right side surfaces in the lateral cross section, and both left and right sides of a filling space 12 formed between the respective half split metal fittings 5, 5 and the inner metal fitting 3 are made in a projected shape with an intersection with a center line in a horizontal direction for vertically dividing the inner metal fitting 3 to two parts positioned at the outermost position respectively.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种粘合性和粘弹性体的填充性良好的粘弹性阻尼器的制造方法。解决方案：外配件2的各个半开口金属配件5在左侧和右侧形成为对称的，在横截面中在左右两侧形成有扩大部分6,6。而内金属配件3在左右两侧形成为对称的形状，在横截面中形成在左右两侧的突出部分11,11，以及形成在横向截面之间的填充空间12的左右两侧相应的半开口金属配件5,5和内金属配件3被制成具有与水平方向的中心线相交的突出形状，用于将内金属配件3分别垂直分配到位于最外侧位置的两个部件。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2006283377A Seismic-response controlled structure of lightweight steel-framed house 有权
标题翻译：轻型钢框架的地震反应控制结构
公开(公告)号：JP2006283377A
公开(公告)日：2006-10-19
申请号：JP2005104278
申请日：2005-03-31
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： TAKADA TOMOKAZU , UCHIYAMA TAKASHI , NATSUBORI ISAO , SATO MAMORU , YOKOYAMA SHIGEKAZU , TANAKA HIROOMI , TANIGAWA SEIJI
IPC分类号： E04H9/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a seismic-response controlled structure which can reduce the deformation of a building by efficiently converting vibrational energy, generated by earthquakes, into thermal energy.
SOLUTION: In upper and lower areas R1 and R2 which are split by a middle rail 4 of a framework frame 1, supporting frames 12 and 12 are mounted on the insides of right and left column materials 2 and 2, respectively, and brought into the state of facing each other in parallel. First and second viscoelastic dampers 5a and 5b are each mounted between the supporting frames 12 and 12. Additionally, in the framework frame 1, the mounting rigidity of the mounting part of the first viscoelastic damper, that of the mounting part of the second viscoelastic dampers, the storage rigidity and loss coefficient of the first viscoelastic damper, and those of the second viscoelastic damper are adjusted to satisfy predetermined conditions, when shear stress acts in a horizontal direction and a horizontal direction and a story deformation angle is 1/200 rad or more.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种地震响应控制结构，其可以通过将由地震产生的振动能量有效地转换成热能来减少建筑物的变形。解决方案：在由框架框架1的中间轨道4分开的上部和下部区域R1和R2中，支撑框架12和12分别安装在左右柱材料2和2的内侧，并且并入相互面对的状态。第一和第二粘弹阻尼器5a和5b分别安装在支撑框架12和12之间。另外，在框架框架1中，第一粘弹性阻尼器的安装部分的安装刚度，第二粘弹阻尼器当剪切应力在水平方向和水平方向上作用并且故事变形角度为1/200rad时，调节第一粘弹阻尼器和第二粘弹阻尼器的储存刚度和损耗系数，以满足预定条件更多。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2006283373A Seismic-response controlled structure of lightweight steel-framed house 有权
标题翻译：轻型钢框架的地震反应控制结构
公开(公告)号：JP2006283373A
公开(公告)日：2006-10-19
申请号：JP2005104274
申请日：2005-03-31
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： TAKADA TOMOKAZU , UCHIYAMA TAKASHI , NATSUBORI ISAO , SATO MAMORU , YOKOYAMA SHIGEKAZU , TANAKA HIROOMI , TANIGAWA SEIJI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic-response controlled structure which can reduce the deformation of a building by efficiently converting vibrational energy, generated by earthquakes, into thermal energy.
SOLUTION: In an upside area R1 of a framework frame 1, supporting frames 12 and 12 are mounted on the inside of an upside horizontal member 3 and that of a middle rail 4. In a downside area R2, supporting frames 12 and 12 are mounted on the inside of a downside horizontal member 3 and that of the middle rail 4. A first viscoelastic damper 5a is mounted between the pair of supporting frames 12 and 12 in the area R1, and a second viscoelastic damper 5b is mounted between the pair of supporting frames 12 and 12 in the area R2. In the framework frame 1, the mounting rigidity of each mounting part of the first and second viscoelastic dampers, and the storage rigidity and loss efficient of the first and second viscoelastic dampers are adjusted to satisfy predetermined conditions, when shear stress acts in a horizontal direction and a story deformation angle is 1/200 rad or more.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种地震响应控制结构，其可以通过将由地震产生的振动能量有效地转换成热能来减少建筑物的变形。解决方案：在框架框架1的上侧区域R1中，支撑框架12和12安装在上侧水平构件3和中间轨道4的内侧上。在下侧区域R2中，支撑框架12和 12安装在下侧水平构件3和中间轨道4的内侧上。第一粘弹性阻尼器5a安装在区域R1中的一对支撑框架12和12之间，第二粘弹性阻尼器5b安装在该区域R2中的一对支撑框架12和12。在框架框架1中，当第一和第二粘弹性阻尼器的每个安装部分的安装刚度以及第一和第二粘弹性阻尼器的储存刚性和损耗有效时，在剪切应力沿水平方向作用时，被调整为满足预定条件故事变形角度为1/200 rad以上。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2006207144A Seismic response control frame 有权
标题翻译：地震反应控制框架
公开(公告)号：JP2006207144A
公开(公告)日：2006-08-10
申请号：JP2005017099
申请日：2005-01-25
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： TAKADA TOMOKAZU , UCHIYAMA TAKASHI , NATSUBORI ISAO , YOKOYAMA SHIGEKAZU , AZUMA YOSHIAKI , TANIGAWA SEIJI , SATO MAMORU
IPC分类号： E04H9/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To increase both a strength and a seismic response control performance by preventing excessive stress from occurring at brace joining parts even if two types of braces with different characteristics are incorporated in a seismic response control frame.
SOLUTION: The seismic response control brace 2 having a viscoelastic damper 5 is disposed on one of the diagonal lines of a framework frame 1, and the buckling arresting brace 3 formed of a steel material brace is disposed on the other. A hole 6 is formed at the center of the seismic response control brace 2 and the buckling arresting brace 3 is inserted into the hole 6 and these braces are crossed each other. The crossed part of these braces are connected to each other by inserting a pin 7 into these both braces.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：即使具有不同特性的两种类型的支架并入地震响应控制框架中，通过防止在支撑接合部件处发生过大的应力来增加强度和地震响应控制性能。解决方案：具有粘弹性阻尼器5的地震响应控制支架2设置在框架框架1的一条斜线上，并且由钢材支架形成的弯曲止动支架3设置在另一个上。在地震响应控制支架2的中心形成有孔6，并且将弯曲阻止支架3插入孔6中，并且这些支架相互交叉。这些支架的交叉部分通过将销钉7插入这两个支架中而彼此连接。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2006077517A Ceiling structure 有权
标题翻译：天花板结构
公开(公告)号：JP2006077517A
公开(公告)日：2006-03-23
申请号：JP2004264393
申请日：2004-09-10
申请人： Sekisui House Ltd , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 積水ハウス株式会社
发明人： KAIDA YUJI , SUZUKI TATSUO , FUJINO DAISUKE , KACHI TAKAHIRO , NAGAMATSU HIDEO , NOGUCHI SATOSHI , KAWAGUCHI KENICHI , KOJIMA YUKIO , OKABE JUNJI , TANIGAWA SEIJI
IPC分类号： E04B9/00 , E04B9/18 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a ceiling structure capable of obtaining good noise insulating performance at a low cost against impact noise resulted from a heavy floor. SOLUTION: The ceiling structure comprises beams 1 as the basic members of the ceiling; a plurality of cradlings 2 etc. supported from the beams 1 by means of suspension members 3; ceiling panels 4 fixed to the bottom surface of the cradlings 2 etc.; and a plurality of dynamic dampers 5 are arranged at the cradling 2 etc. having a total weight almost equal to one third to one fifth of the weight of the floor laid above. In this way, the total mass of the dynamic dampers 5 etc. required for fully exerting an effect of reducing the impact noise resulted from the heavy floor above can be decreased thereby realizing a lower cost for building the ceiling structure. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够以低成本获得良好的隔音性能的顶棚结构，抵抗由厚底板引起的冲击噪声。
解决方案：天花板结构包括梁1作为天花板的基本构件; 通过悬挂构件3从梁1支撑的多个起重臂2等; 天花板4固定在吊架2的底面上; 并且多个动力阻尼器5布置在吊架2等处，其总重量几乎等于上面铺设的地板重量的三分之一到五分之一。以这种方式，可以减少完全施加减轻上面沉重的地板造成的冲击噪音的效果所需的动态阻尼器5等的总质量，从而实现了用于建造天花板结构的较低成本。版权所有（C）2006，JPO＆NCIPI

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式