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

JP2005290397A Steel frame joining method in steel structure or the like using iron based shape memory alloy 审中-公开
标题翻译：钢结构中的钢框架加工方法或使用基于铁的形状记忆合金的类似方法
公开(公告)号：JP2005290397A
公开(公告)日：2005-10-20
申请号：JP2004102595
申请日：2004-03-31
申请人： National Institute For Materials Science , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 独立行政法人物質・材料研究機構
发明人： OGAWA TAKATOSHI , KUSHIBE ATSUMICHI , UMEKUNI AKIRA , TONO MASAHIKO , KAKIZAWA TADAHIRO , KOJIMA MASAO , KANEKO HIROFUMI , USAMI TORU , SAWAGUCHI TAKAHIRO , KIKUCHI TAKEHIKO , KAJIWARA SETSUO , SHINTANI NORIO , OGAWA KAZUYUKI
IPC分类号： F16B5/02 , C21D9/00 , C22C38/00 , C22C38/58 , F16B4/00 , F16B5/04 , F16B19/04 , F16B35/00 , F16B35/04
摘要： PROBLEM TO BE SOLVED: To provide an ideal steel frame joining method in an steel structure or the like using a specified iron based shape memory alloy.
SOLUTION: The highly efficient and highly accurate joining is realized by slight strain application and shape recovery operation at a low temperature less than room temperature using the specified iron based shape memory alloy.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：使用特定的铁基形状记忆合金在钢结构等中提供理想的钢框架接合方法。
解决方案：使用规定的铁基形状记忆合金，在低于室温的低温下通过轻微的应变应变和形状恢复操作实现高效和高精度的接合。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2015055093A 柱梁接合機構审中-公开
标题翻译：柱梁加工机械
公开(公告)号：JP2015055093A
公开(公告)日：2015-03-23
申请号：JP2013188657
申请日：2013-09-11
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： YAMAZAKI KENJI , MURAKAMI RIKUTA , NAKAHIRA KAZUTO , NOZAWA HIROKAZU , SUZUKI NAOMIKI , UEDA HIROYUKI , USAMI TORU , KANEKO HIROFUMI
IPC分类号： E04B1/24 , E04B1/58
摘要：【課題】地震時の揺れに対する塑性変形によるエネルギー吸収が、柱端部及び梁端部に先行して柱梁接合部で生ずるようにした柱梁接合機構を提供する。【解決手段】下側柱端部E1と上側柱端部E2と梁端部E3と柱梁接合部2とからなり、柱梁接合部は、下側柱端部に接合した水平な第1ダイアフラム4と、上側柱端部に接合した水平な第2ダイアフラム6と、これら第1ダイアフラムと第2ダイアフラムとを連結する、少なくとも一枚の塑性変形可能な垂直壁で形成され、この垂直壁の側面に上記梁端部を接合した主連結部10と、第1ダイアフラムと第2ダイアフラムとを連結する少なくとも一本の塑性変形可能な支柱を含み、各支柱の横断面積を上記垂直壁の横断面積よりも小とした副連結部20とを具備し、支柱のせん断降伏変形量が垂直壁のせん断降伏変形量よりも大となるように形成した。【選択図】図1
摘要翻译：要解决的问题：提供一种柱梁接合机构，用于通过在柱端部和梁端部之前通过塑性变形在地震中，在柱梁接合部中摆动的能量吸收。解决方案：柱梁接合机构由下侧柱端部E，上侧柱端部E构成。梁端部E和柱梁接合部2以及柱梁接合部分设置有水平的第一连接到下侧柱端部的隔膜4，与上侧柱端部接合的水平的第二隔膜6，用于连接这些第一隔膜和第二隔膜的主连接部10，其由至少一个可塑性变形的垂直壁形成，并且接合梁端部到该垂直壁的侧表面，以及子连接部分20，其包括至少一个塑性变形柱，用于连接第一隔膜和第二隔膜，并形成横截面积o 相应的柱比垂直壁的横截面积小，并且形成为使得柱的剪切屈服变形体积变得大于垂直壁的剪切屈服变形体积。

3. 发明专利

JP2014040730A Seismic strengthening structure of steel material 审中-公开
标题翻译：钢材的地震加固结构
公开(公告)号：JP2014040730A
公开(公告)日：2014-03-06
申请号：JP2012183162
申请日：2012-08-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： USAMI TORU , KANEKO HIROFUMI , ONO YOSHINOBU
IPC分类号： E04G23/02 , E04B1/18
摘要： PROBLEM TO BE SOLVED: To provide a seismic strengthening structure of a steel material, which can facilely and safely strengthen and stiffen the steel material, installed in a high place and the like with particularly inconvenient footholds in an existing structure, by a retrofitted buckling stiffener.SOLUTION: A buckling stiffener 3 comprising an open-type cross-section capable of covering a steel material from a lateral direction covers the steel material 2 in the state of not bearing an axial force. Both side parts of an opening of the buckling stiffener 3 are connected to a plurality of bolt holes, which are provided with a constant pitch in an axial direction, through bolts 4, and the buckling stiffener 3 is attached to the steel material 2.
摘要翻译：要解决的问题：提供一种钢材的抗震结构，其可以通过改装的弯曲加强筋来轻松安全地加固和加固安装在高位置的钢材，并且在现有结构中具有特别不便的立柱解决方案：包括能够从横向覆盖钢材的开放式横截面的屈曲加强件3在不承受轴向力的状态下覆盖钢材2。屈曲加强件3的开口的两侧部分通过螺栓4连接到在轴向方向上设置有恒定间距的多个螺栓孔，并且弯曲加强件3附接到钢材2。

4. 发明专利

JP2008019632A Buckling stiffening brace 有权
标题翻译：打嗝刺骨
公开(公告)号：JP2008019632A
公开(公告)日：2008-01-31
申请号：JP2006192664
申请日：2006-07-13
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： USAMI TORU , KANEKO HIROFUMI , KOBAYASHI MICHIKAZU , ONO YOSHINOBU
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a buckling stiffening brace capable of facilitating construction and control of a clearance. SOLUTION: Rib plates 20A, 20B, 20C, 20D are fixed from an external face of a brace member 16 toward the outward direction and are worked in advance in such a way that the dimension of a clearance C1 in the vertical direction among a steel pipe 18 and them and the dimension of a clearance C2 in the right and left directions become predetermined values. Since a clearance between the brace member 16 and an internal wall 22 of the steel pipe 18 is adjusted by the rib plates 20 in this way, construction of the buckling stiffening brace 10 and control of the clearances become easy. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供能够促进间隙的构造和控制的屈曲加强支架。解决方案：肋板20A，20B，20C，20D从支撑构件16的外表面向外方向固定，并且预先加工成使得间隙C1在垂直方向上的尺寸在钢管18及其左右方向上的间隙C2的尺寸成为规定值。由于这种方式通过肋板20来调节支撑构件16和钢管18的内壁22之间的间隙，所以弯曲加强支架10的结构和间隙的控制变得容易。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2008013911A Horizontal resistance deriving device, horizontal resistance deriving method and horizontal resistance deriving program 有权
标题翻译：水平电阻传递装置，水平电阻传播方法和水平电阻导出方案
公开(公告)号：JP2008013911A
公开(公告)日：2008-01-24
申请号：JP2006182740
申请日：2006-06-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUCHIYA TOMIO , HAMADA JUNJI , IWASA HIROMITSU , USAMI TORU , MIYAUCHI YASUMASA , KEI TAKAHIRO
IPC分类号： E02D27/34 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a horizontal resistance deriving device, a horizontal resistance deriving method and a horizontal resistance deriving program, capable of easily deriving horizontal resistance of a pile, without requiring an experiment and an FEM analysis.
SOLUTION: Shape information of indicating a shape of the pile including a virtual pile existing virtually, is inputted via a keyboard 14 and a mouse 16, as existing virtually in a state of extending the pile in a footing for arranging the pile as a calculation object of a predetermined physical quantity indicating horizontal resistance to seismic force. A CPU 22 calculates the predetermined physical quantity of the pile by a predetermined theoretical expression by using the inputted shape information, and displays the predetermined physical quantity by a display 18.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供水平电阻导出装置，水平电阻导出方法和水平电阻导出程序，能够容易地导出堆的水平电阻，而不需要实验和FEM分析。
解决方案：通过键盘14和鼠标16输入表示包括虚拟地存在的虚拟桩的桩的形状的形状信息，其实际上是将堆叠放置在用于布置桩的基础的状态下存在的状态表示对地震力的水平阻力的预定物理量的计算对象。 CPU22通过使用输入的形状信息通过预定的理论表达式计算堆的预定物理量，并通过显示器18显示预定的物理量。（C）2008，JPO＆INPIT

6. 发明专利

JP2012107443A Semi-rigid junction structure of pile head of cast-in-place pile and concrete foundation 审中-公开
标题翻译：铸造桩和混凝土基础桩头的半刚性结结构
公开(公告)号：JP2012107443A
公开(公告)日：2012-06-07
申请号：JP2010258112
申请日：2010-11-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HAMADA JUNJI , TANIGAWA TOMOHIRO , TSUCHIYA TOMIO , USAMI TORU , TSUBAKIHARA YASUNORI
IPC分类号： E02D27/34 , E02D5/34 , E02D27/00 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To suppress damages of a pile head in an earthquake by a simple and inexpensive structure.SOLUTION: A cast-in-place pile 12 is provided in the ground 22, and a pile head 20 of the cast-in-place pile 12 is projected from the ground 22 by a height H. The lower end part of the cast-in-place pile 12 is embedded to support ground, and the pile head 20 is joined with a concrete foundation 14. In the inside of the cast-in-place pile 12, a pile main reinforcement 16 and a pile hoop reinforcement 18 are arranged. The pile hoop reinforcement 18 is made dense as approaching the pile head 20. The upper end part of the pile main reinforcement 16 is folded at the head 20 of the cast-in-place pile 12, and a hook 24 is formed at the folding part. The hook 24 is fixed to the concrete of the pile head 20. The head 20 of the cast-in-place pile 12 is taken into the concrete foundation 14 to the depth H, and the upper end part of the pile main reinforcement 16 is not fixed to the concrete of the concrete foundation 14.
摘要翻译：要解决的问题：通过简单廉价的结构来抑制地震中桩头的损坏。解决方案：在地面22中设置现浇桩12，并且现浇桩12的桩头20从地面22突出高度H。下端部分埋地桩12被嵌入以支撑地面，并且桩头20与混凝土基座14连接。在现浇桩12的内部，桩主加固件16和桩箍加固 18排列。桩箍加强件18在靠近桩头20时变得致密。桩主加固件16的上端折叠在现浇桩12的头部20处，并且在折叠处形成钩24 部分。钩24固定在桩头20的混凝土上。现浇桩12的头部20被带入混凝土基座14到达深度H，桩主加固件16的上端部分是没有固定在具体的混凝土基础上。14.版权所有（C）2012，JPO＆INPIT

7. 发明专利

JP2009249887A Joint structure of steel plate 审中-公开
标题翻译：钢板接头结构
公开(公告)号：JP2009249887A
公开(公告)日：2009-10-29
申请号：JP2008098044
申请日：2008-04-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , KANEKO HIROFUMI , USAMI TORU
IPC分类号： E04B1/48 , E04B1/58 , F16B5/02
摘要： PROBLEM TO BE SOLVED: To increase the strength of the joint section of steel plates stacked on each other.
SOLUTION: A first steel plate 12 is a steel plate with a thickness t1. A first recess 16 is formed in a first joint surface 14. The first recess 16 is formed in a cylindrical shape having a depth t1a. A through-hole 18 is formed in the first steel plate 12. A second steel plate 22 is a steel plate with a thickness t2. A second recess 26 is formed in a second joint surface 24 in the position matching the first recess 16. The second recess 26 is formed in a cylindrical shape having a depth t2a. A through-hole 28 is formed in the second joint surface 24 of the second steel plate 22. When the first joint surface 14 and the second joint surface 24 are stacked on each other, a space is formed by the first recess 16 and the second recess 26, and a first support pressure joint member 20 is buried in the space. The first support pressure joint member 20 is formed cylindrically using steel members, and has a height dimension equal to or higher than the depth of the first recess 16 or the depth of the second depth 26 whichever is larger, and a length equal to or smaller than the dimension obtained by totaling these height dimensions.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：增加彼此堆叠的钢板的接合部的强度。解决方案：第一钢板12是厚度为t1的钢板。第一凹部16形成在第一接合面14中。第一凹部16形成为具有深度t1a的圆筒状。在第一钢板12上形成有通孔18.第二钢板22是厚度为t2的钢板。第二凹部26形成在与第一凹部16匹配的位置的第二接合面24中。第二凹部26形成为具有深度t2a的圆筒形状。在第二钢板22的第二接合表面24中形成有通孔28.当第一接合面14和第二接合面24彼此堆叠时，由第一凹部16和第二接合面24形成空间。凹部26，第一支撑压接部件20埋设在该空间内。第一支撑压接构件20使用钢构件圆柱形地形成，并且具有等于或高于第一凹部16的深度或第二深度26的深度的高度尺寸，其中较大者的长度等于或小于比通过总计这些高度尺寸获得的尺寸。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2006104780A Base plate with vertical rib 审中-公开
标题翻译：基板与垂直RIB
公开(公告)号：JP2006104780A
公开(公告)日：2006-04-20
申请号：JP2004293380
申请日：2004-10-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UMEKUNI AKIRA , KITANI SOICHI , KANEKO HIROFUMI , USAMI TORU , ONO YOSHINOBU
IPC分类号： E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a base plate with vertical ribs used as a column base member of a steel column or the like.
SOLUTION: The base plate with vertical ribs is composed of a base plate fixed as the column base member of the steel column or the like to anchor bolts of a foundation part, and a plurality of vertical ribs rising on the upper face of the base plate in such an arrangement as to externally contact the steel column or the like. At least the base plate is manufactured from cast iron, cast steel or forged steel, and the steel column or the like erected on the base plate is welded to the externally contacting vertical ribs or joined to them by bolts.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有用作钢柱等的柱基构件的垂直肋板的基板。解决方案：具有垂直肋的基板由固定为钢柱等的柱基部件的基板构成，用于锚固基座部件的螺栓，并且在上表面上上升的多个垂直肋条基板以与钢柱等外部接触的布置。至少底板由铸铁，铸钢或锻钢制成，并且竖立在基板上的钢柱等焊接到外部接触的垂直肋上或通过螺栓与它们接合。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2003278401A Column joint having energy absorbing member 有权
标题翻译：具有能量吸收构件的柱接头
公开(公告)号：JP2003278401A
公开(公告)日：2003-10-02
申请号：JP2002086353
申请日：2002-03-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： USAMI TORU , KANEKO HIROFUMI , SUZUKI NAOMIKI , ONO YOSHINOBU
IPC分类号： E04B1/24 , E04B1/58 , E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a column joint that withstands compressive and shearing stresses caused by earthquakes and winds, and absorbs tensile stress by its energy absorbing members, and reduces response to the stress.
SOLUTION: A tie band 3 resisting shearing forces is provided at an end of one of the columns 1 and 2 vertically connected together. The tie band 3 is provided so that it may wind around the column, and the end of the other column is inserted inside the tie band. These upper and lower columns are connected together, with their end surfaces in close contact with each other. They are connected together by means of a plurality of energy absorbing members 4 that respond to vertical tensile forces acting on them by their plastic deformation.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种能够承受由地震和风引起的压缩和剪切应力的柱接头，并且通过其能量吸收构件吸收拉伸应力，并降低对应力的响应。解决方案：垂直连接在一起的柱1和2之一的端部设有抵抗剪切力的连接带3。连接带3设置成可以围绕柱卷绕，另一列的端部插入连接带内。这些上下列连接在一起，其端面彼此紧密接触。它们通过多个能量吸收构件4连接在一起，这些能量吸收构件4通过其塑性变形响应于作用在它们上的垂直张力。版权所有（C）2004，JPO

10. 发明专利

JP2015045366A ダンパー审中-公开
标题翻译：阻尼器
公开(公告)号：JP2015045366A
公开(公告)日：2015-03-12
申请号：JP2013176502
申请日：2013-08-28
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： ONO YOSHINOBU , USAMI TORU , SHIMANO YUKIHIRO , MAEKAWA MOTONOBU
IPC分类号： F16F15/02 , E04H9/02 , F16F7/12
摘要：【課題】建物の小変形から大変形までの変形に対する制振効果を向上させる。【解決手段】両端部分がウェブ部と2つのフランジ部とでH形断面とされ、中央部分が前記2つのフランジ部からなる鋼製のブレース材と、前記ブレース材の外周に設けられ、該ブレース材の座屈を抑える座屈補剛筒と、前記座屈補剛筒の内側へ配置され、前記フランジ部の内面と対向する座屈補剛板と、を有するダンパー。【選択図】図1
摘要翻译：要解决的问题：提供一种阻尼器，用于改善从小的变形到建筑物的大的变形的变形的振动控制效果。解决方案：阻尼器包括：由钢制成的支撑构件，并且具有两个端部形成为 H形截面由腹板部分和两个凸缘部分和由所述两个凸缘部分形成的中心部分; 设置在所述支撑构件的外周上的屈曲加强缸，用于抑制所述支撑构件的弯曲; 以及弯曲加强板，布置在所述弯曲加强圆筒的内侧上并与所述凸缘部分的内表面相对。

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