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1. 发明专利

JP2008240513A Vibration control structure of bolt joint portion 有权
标题翻译：螺栓接头部分的振动控制结构
公开(公告)号：JP2008240513A
公开(公告)日：2008-10-09
申请号：JP2008111057
申请日：2008-04-22
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TAKAHASHI YASUHIKO , SUZUI YASUMASA
IPC分类号： E04H9/02 , E04B1/18 , E04B1/24 , E04B1/58 , F16B5/02 , F16F1/32 , F16F7/08 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control structure of a bolt joint portion which can damp vibration between an iron frame and an iron beam.
SOLUTION: First insulation displacement plates are formed of a pair of external plates arranged oppositely to each other in a bolt axial force operating direction, and also a second insulation displacement plate is formed of an intermediate plate sandwiched by the pair of external plates. Then, the bolt joint portion is arranged between a bracket attached on the iron frame and the iron beam.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种可以减轻铁框架和铁梁之间振动的螺栓接头部分的振动控制结构。解决方案：第一绝缘位移板由在一对螺栓轴向力方向上相对布置的一对外板形成，第二绝缘移动板由夹在该对外板之间的中间板形成。然后，将螺栓接合部配置在安装在铁架上的托架与铁梁之间。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2014163148A Friction damper 有权
标题翻译：摩擦阻尼器
公开(公告)号：JP2014163148A
公开(公告)日：2014-09-08
申请号：JP2013036131
申请日：2013-02-26
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SUZUI YASUMASA , SANO TSUYOSHI , HIRATA HIROSHI , NOMURA JUN , UCHIUMI YOSHIKAZU
IPC分类号： E04H9/02 , F16F7/08 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To restrict a third pressure-bonded plate from rotating about a shaft member, as a central axis, of a bolt or other means that gives a contact pressure in a friction damper.SOLUTION: A friction damper includes a first contact pressure plate 11 provided on one component, a second contact pressure plate 21 provided on the other component, a third contact pressure plate 31 that sandwiches the first contact pressure plate 11 between itself and the second contact pressure plate 21 by applying a prescribed contact pressure from both sides, and a shaft member inserted, to give the contact pressure, through a through-hole that is long in a prescribed direction in the first contact pressure plate 11, a through-hole in the second contact pressure plate, and a through-hole in the third contact pressure plate. While sliding of the second contact pressure plate 21 in a prescribed direction with respect to the first contact pressure plate 11 is allowed, a force for sliding is transmitted from the second contact pressure plate 21 to the third contact pressure plate 31 so that the third contact pressure plate 31 slides in a prescribed direction with respect to the first contact pressure plate 21 as the allowed sliding occurs. The friction damper includes a rotation restriction mechanism 61 that restricts the third contact pressure plate 31 from rotating about the shaft member as a central axis.
摘要翻译：要解决的问题：为了限制第三压接板围绕作为中心轴的轴构件旋转，在螺栓或其它在摩擦阻尼器中产生接触压力的装置。解决方案：摩擦阻尼器包括第一接触件设置在一个部件上的压力板11，设置在另一部件上的第二接触压力板21，通过施加规定的接触压力来将第一接触压力板11自身与第二接触压力板21夹持的第三接触压力板31 两个侧面和轴构件插入，以通过在第一接触压力板11中沿规定方向长的通孔，第二接触压力板中的通孔和通孔中插入的接触压力，第三接触压板上的孔。当允许第二接触压力板21相对于第一接触压力板11沿规定方向滑动时，滑动力从第二接触压力板21传递到第三接触压力板31，使得第三接触当允许的滑动发生时，压板31相对于第一接触压力板21在规定的方向上滑动。摩擦阻尼器包括限制第三接触压力板31围绕轴构件作为中心轴旋转的旋转限制机构61。

3. 发明专利

JP2012102880A Friction damper 有权
标题翻译：摩擦阻尼器
公开(公告)号：JP2012102880A
公开(公告)日：2012-05-31
申请号：JP2012001004
申请日：2012-01-06
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SUZUI YASUMASA , SANO TSUYOSHI
IPC分类号： F16F15/02 , E04H9/02 , F16F7/08
摘要： PROBLEM TO BE SOLVED: To attain cost reduction and compactness of a friction damper.SOLUTION: In the friction damper 10a, relative movement is suppressed by frictional force of pressure contact plates disposed between a pair of members 51 and 52 relatively moved in a prescribed direction and sliding accompanying the relative movement. Sliding in the prescribed direction of a second pressure contact plate 21 to first pressure contact plates 11 and 11a is permitted by a first through hole 13 and when third pressure contact plates 31 and 31a are slid in a prescribed direction to the first pressure contact plates 11 and 11a linked with sliding, force for sliding is transmitted from the second pressure contact plate 21 to the third pressure contact plates 31 and 31a via engagement of a second through hole 23 and a third through hole 33 with a bolt member 41b. A gap S23 is formed in a prescribed direction between the bolt member 41b and the second through hole 23.
摘要翻译：要解决的问题：为了实现摩擦阻尼器的成本降低和紧凑性。解决方案：在摩擦阻尼器10a中，通过设置在一定程度上相对移动的一对构件51和52之间的压接触板的摩擦力来抑制相对运动，并且随着相对运动而滑动。通过第一通孔13允许向第一压力接触板11和11a沿第二压力接触板21的规定方向滑动，并且当第三压力接触板31和31a沿预定方向滑动到第一压力接触板11时 11a与滑动联接，通过与螺栓构件41b接合的第二通孔23和第三通孔33，从第二压力接触板21向第三压力接触板31,3a传递滑动力。在螺栓构件41b和第二通孔23之间沿规定的方向形成间隙S23。（C）2012，JPO＆INPIT

4. 发明专利

JP2010163869A Upper floor extension construction method of existing building 有权
标题翻译：现有建筑的上部地板延伸施工方法
公开(公告)号：JP2010163869A
公开(公告)日：2010-07-29
申请号：JP2010106320
申请日：2010-05-06
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KUBOTA TAKAYUKI , SUZUI YASUMASA , KONDO SATORU , MURAOKA HIROSHI , IMAI YASUHIRO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To construct an extension building in an upper unused volume part of an existing building.
SOLUTION: A method for suspending the extension building constructed on the upper part of the existing building from the suspending structure support part projected from a support structure adjacent to the existing building, comprises a support structure construction process of constructing the support structure adjacent to the existing building, a suspending structure support part construction process of constructing a suspending structure support part horizontally overhanging in an upper part of the existing building from the support structure constructed by the support structure construction process, an extension building construction process of constructing an extension building suspended in an upper space of the existing building by the suspending structure support part by successively extending a floor toward the existing building by successively sending a suspended floor downward through a suspension member from the suspending structure support part constructed by the suspending structure support part construction process, and a connecting process of the existing building and the extension building for connecting a lower part of the extension building constructed by the extension building construction process and an upper part of the existing building.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：在现有建筑的上部未使用卷部分中构建扩建建筑。解决方案：一种将现有建筑物上部建筑物延伸建筑物悬挂在与现有建筑物相邻的支撑结构上突出的悬挂结构支撑部分的方法，包括一个支撑结构施工过程，其构造邻近的支撑结构对现有建筑物，从由支撑结构施工过程构造的支撑结构，在现有建筑物的上部水平悬垂构造悬挂结构支撑部分的悬挂结构支撑部分施工过程，构造延伸部的延伸建筑施工过程建筑物悬挂在现有建筑物的上部空间中，通过将悬挂构件从悬挂构件向下悬置的悬挂构件从悬挂构件构成的悬挂结构支撑部分连续地向现有建筑物延伸，结构支撑部分施工过程，以及现有建筑和扩建建筑的连接过程，用于连接由扩建建筑施工过程建造的扩建建筑的下部和现有建筑的上部。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2009150183A Friction damper 有权
标题翻译：摩擦阻尼器
公开(公告)号：JP2009150183A
公开(公告)日：2009-07-09
申请号：JP2007330579
申请日：2007-12-21
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SUZUI YASUMASA , SANO TSUYOSHI
IPC分类号： E04H9/02 , F16F7/08 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To reduce the cost of a friction damper and make the friction damper compact. SOLUTION: This friction damper 10 for suppressing relative displacement comprises: a first pressure welding plate 11 which is provided on one 51 of a pair of members 51 and 52; a second pressure welding plate 21 which is provided on the other member 52; a third pressure welding plate 31 for sandwiching the first pressure welding plate 11 with a predetermined pressure welding force from both sides by the second and third pressure welding plates 21 and 31; a bolt member 41b which is provided in such a manner as to be inserted through a first through-hole 13, long in a prescribed direction, of the first pressure welding plate 11, a second through-hole 23 of the second pressure welding plate 21, and a third through-hole 33 of the third pressure welding plate 31, so as to apply the pressure welding force; and a pipe member 47 which is provided in such a manner as to be inserted through the first, second and third through-holes 13, 23 and 33 while the bolt member 41b is inserted inward. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了降低摩擦阻尼器的成本并使摩擦阻尼器变小。解决方案：用于抑制相对位移的该摩擦阻尼器10包括：设置在一对构件51和52的一个51上的第一压力焊接板11; 设置在另一个构件52上的第二压力焊接板21; 第三压力焊接板31，用于通过第二和第三压力焊接板21和31将来自两侧的预定压力焊接力夹在第一压焊板11上; 螺栓构件41b，其设置成通过第一压焊板11的规定方向长的第一通孔13插入，第二压焊板21的第二通孔23 和第三压焊板31的第三通孔33，以施加压力焊接力; 以及管构件47，其被设置成在螺栓构件41b向内插入的同时插入第一，第二和第三通孔13,23和33中。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2008280681A Construction method for hanging structure building, and hanging structure building 有权
标题翻译：结构建筑施工方法及结构建筑
公开(公告)号：JP2008280681A
公开(公告)日：2008-11-20
申请号：JP2007123755
申请日：2007-05-08
申请人： Ohbayashi Corp , 株式会社大林組
发明人： IKEDA YUICHI , FURUYA NORIYUKI , TOKINOYA HIROYOSHI , SUZUI YASUMASA
IPC分类号： E04B1/35 , E04B1/34
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a hanging structure building capable of being constructed in a short period of time. SOLUTION: This construction method comprises: a step of installing a horizontal-member lifter 110 capable of lifting a horizontal member 10; a step of lifting the horizontal member 10 up to an appropriate height by using the lifter 110, of holding the horizontal member 10 at the appropriate height by using the lifter 110, and of suspending and lowering the beam floor members 40 of the respective stories within the range of the predetermined number of stories from the horizontal member 10 via a removable temporary hanging column 120 shorter than a finally-installed hanging column of the same story and a story above it; a step of removing the temporary hanging column 120 of the operation target story in the state of supporting the beam floor members 40 of the operation target story or the stories from the operation target story to the lowermost story within the range of the predetermined number of stories, in such a manner that the respective stories within the range of the predetermined number of stories are set as the operation target stories; a step of lifting the horizontal member 10 in a state in which the beam floor members 40 of the stories from the story above the operation target story to the uppermost story within the range of the predetermined number of stories are suspended, until the story height of the operation target story reaches a predetermined story height; and a step of constructing the finally-installed hanging column of the operation target story. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在短时间内构建的悬挂结构建筑物的施工方法。解决方案：该构造方法包括：安装能够提升水平构件10的水平构件升降器110的步骤; 通过使用升降器110将水平构件10提升到适当的高度，通过使用升降机110将水平构件10保持在适当的高度，以及将各个楼层的梁架构件40悬挂和降低在来自水平构件10的预定数量的故事的范围经由可移动的临时悬挂列120比相同故事的最终安装的悬挂柱短并且在其上方的故事; 在预定数量的故事的范围内，将操作对象故事的梁地板部件40的支撑状态或从操作对象故事的故事到故事的状态下移除操作对象故事的暂时挂起部120的步骤以预定数量的故事的范围内的各个故事被设定为操作对象故事; 在故障高于操作目标故事的故事的故事的波浪地板部件40暂停到预定数量的故事的范围内的最上层故事的状态下，将水平构件10提起的步骤，直到故事高度操作目标故事达到预定的故事高度; 并构建了操作目标故事的最终安装的悬挂栏。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2008280677A Construction method for hanging structure building, and hanging structure building 审中-公开
标题翻译：结构建筑施工方法及结构建筑
公开(公告)号：JP2008280677A
公开(公告)日：2008-11-20
申请号：JP2007123751
申请日：2007-05-08
申请人： Ohbayashi Corp , 株式会社大林組
发明人： IKEDA YUICHI , FURUYA NORIYUKI , TOKINOYA HIROYOSHI , SUZUI YASUMASA
IPC分类号： E04B1/34 , E04B1/35
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a hanging structure building, which enables the adjustment of an inclination of a beam floor member and the fine adjustment of its height to be easily performed even during a lifting operation.
SOLUTION: This construction method comprises: a step of constructing a horizontal member 10 in such a manner that it is supported at a predetermined height; a step of field-assembling the beam floor member and hanging column 50 of the uppermost story within the range of the predetermined number of stories; a step of lifting the field-assembled beam floor member 40 and hanging column 50 of the uppermost story up to a predetermined height, while making the horizontal member 10 bear reaction, by using a lifter 130; a step of connecting the hanging column 50 of the uppermost story to the horizontal member 40 from below; a step of field-assembling the beam floor member 40 and hanging column 50 of the operation target story in such a manner that the respective stories, except the uppermost story, among the stories within the range of the predetermined number of stories are set as the operation target stories in an order from the upper stories to the lower ones; a step of lifting the beam floor member 40 and hanging column 50 of the operation target story up to a predetermined height, while making the horizontal member 10 bear the reaction, by using the lifter 130; and a step of connecting the hanging column 50 of the operation target story to the horizontal member 10 or the beam floor member 40 of the story positioned directly above, from above.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种悬挂结构建筑物的施工方法，其能够即使在提升操作期间也能够容易地执行，从而能够调节梁地板构件的倾斜度及其高度的微调。解决方案：该构造方法包括：以预定高度被支撑的方式构造水平构件10的步骤; 在预定数量的故事的范围内现场组装最上层故事的梁地板构件和悬挂柱50的步骤; 通过使用升降机130，在使水平构件10承受反作用力的同时，将现场组装的梁架构件40提起并将最上层的立柱50悬挂到预定高度的步骤; 将最上层的悬挂柱50从下方连接到水平构件40的步骤; 将射出地板构件40和操作对象故事的柱50进行现场组装的步骤，使得预定数量的故事的范围内的故事之中除了最上层的故事之外的各个故事被设置为操作目标故事从上层到下层的顺序; 通过使用升降器130，使水平构件10承受反作用力的同时，将梁架构件40提升并将工作目标故事的立柱50悬挂到预定高度的步骤; 以及从上方将操作对象故事的悬挂柱50连接到直接位于上方的故事的水平构件10或梁架构件40的步骤。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2015033709A 接合方法有权
标题翻译：联合方法
公开(公告)号：JP2015033709A
公开(公告)日：2015-02-19
申请号：JP2013165328
申请日：2013-08-08
申请人：株式会社大林組 , Ohbayashi Corp
发明人： OTSUKA HIDEO , MORIOKA TORU , SUZUI YASUMASA , ASAI HIDEKATSU , HIRATA HIROSHI
IPC分类号： B23K9/00 , B23K9/02 , B23K9/12 , B23K20/12 , B23K37/06 , E04B1/24
摘要：【課題】鉄骨柱と鉄骨梁の接合作業を簡略化することにある。【解決手段】鉄骨柱と、上フランジと下フランジとウェブとを備えたノンスカラップの鉄骨梁と、を接合する接合方法であって、前記下フランジの幅方向に延びる下フランジ外開先を前記下フランジに形成するステップと、前記下フランジ外開先の裏側へ当てるための下フランジ裏当て金であって分割された第一下フランジ裏当て金及び第二下フランジ裏当て金を、前記第一下フランジ裏当て金と前記第二下フランジ裏当て金とが前記幅方向において前記ウェブを挟んだ状態で前記ウェブから見て互いに反対側に位置するように、前記下フランジ外開先に対応させて設けるステップと、前記第一下フランジ裏当て金が当てられた前記下フランジ外開先の部位から前記第二下フランジ裏当て金が当てられた前記下フランジ外開先の部位まで連続的に上向き溶接を行うステップと、を有することを特徴とする。【選択図】図1
摘要翻译：要解决的问题：为了方便钢杆和钢梁的接合工作。解决方案：提供一种用于连接钢杆和具有上下凸缘和腹板的非扇形钢梁的接合方法，并且联接方法包括：形成在下凸缘的下凸缘的宽度方向上延伸的下凸缘外斜面的步骤; 用于提供第一和第二下凸缘背衬条的步骤，用于放置在下凸缘外斜面的后侧，并相应于下凸缘外斜面分开，使得第一和第二下凸缘背衬条彼此相对定位在幅材宽度方向夹着纸幅的状态下，从纸幅观察; 以及从下凸缘外斜面的部分向下焊接的步骤，第一下凸缘衬垫条被放置在第一下凸缘衬垫条的下凸缘外斜面的一部分上，连续地与第二下凸缘衬套条放置。

9. 发明专利

JP2013204307A Column-beam joining structure 有权
标题翻译：柱梁接合结构
公开(公告)号：JP2013204307A
公开(公告)日：2013-10-07
申请号：JP2012074186
申请日：2012-03-28
申请人： Ohbayashi Corp , 株式会社大林組
发明人： OTSUKA HIDEO , HIRATA HIROSHI , SUZUI YASUMASA , ASAI HIDEKATSU
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To alleviate stress concentration locally generated at a corner of a welded section between an enlarged cross-sectional portion and a standard cross-sectional portion in a column-beam joining structure to rigidly join a steel beam to a column, when the steel beam having the standard cross-sectional portion as a main body thereof and the enlarged cross-sectional area portion at an end section with a cross-sectional area thereof larger than that of the standard cross-sectional portion due to a dimension in a width direction thereof wider than that of the standard cross-sectional portion.SOLUTION: In a column-beam joining structure where a column and a steel beam are rigidly joined, the steel beam has: a standard cross-sectional portion with a standard cross-sectional shape of the steel beam; and an enlarged cross-sectional area portion which is joined to the standard cross-sectional portion through a welded section at an edge of the standard cross-sectional portion in a longitudinal direction thereof and has an enlarged cross-sectional area due to a wider dimension in a width direction than that of the standard cross-sectional portion. The enlarged cross-sectional area portion has through-holes along a vertical direction.
摘要翻译：要解决的问题：为了减轻在柱梁接合结构中的扩大横截面部分和标准横截面部分之间的焊接部分的角部局部产生的应力集中，以将钢梁刚性地连接到柱上，当具有标准横截面部分作为其主体的钢梁和在截面积大于标准横截面部分的截面积的端部处的扩大横截面积部分由于在宽度方向比标准横截面部分宽。方法：在柱梁和钢梁刚性接合的柱梁接合结构中，钢梁具有：具有标准横截面部分的标准横截面部分，钢梁截面形状; 以及放大的截面积部分，其通过在标准横截面部分的纵向方向上的边缘处的焊接部分接合到标准横截面部分，并且由于更宽的尺寸而具有扩大的横截面积在宽度方向上比标准横截面部分宽。放大截面积部分具有沿垂直方向的通孔。

10. 发明专利

JP2009150182A Friction damper 有权
标题翻译：摩擦阻尼器
公开(公告)号：JP2009150182A
公开(公告)日：2009-07-09
申请号：JP2007330578
申请日：2007-12-21
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SUZUI YASUMASA , SANO TSUYOSHI
IPC分类号： E04H9/02 , F16F7/08 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To reduce the cost of a friction damper and make the friction damper compact. SOLUTION: This friction damper 10 for suppressing relative displacement comprises: a first pressure welding plate 11 which is provided on one 51 of a pair of members 51 and 52; a second pressure welding plate 21 which is provided on the other member 52; a third pressure welding plate 31 for sandwiching the first pressure welding plate 11 with a predetermined pressure welding force from both sides by the second and third pressure welding plates 21 and 31; and a bolt member 41b which is provided in such a manner as to be inserted through a first through-hole 13, long in a prescribed direction, of the first pressure welding plate 11, a second through-hole 23 of the second pressure welding plate 21, and a third through-hole 33 of the third pressure welding plate 31, so as to apply the pressure welding force. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了降低摩擦阻尼器的成本并使摩擦阻尼器变小。解决方案：用于抑制相对位移的该摩擦阻尼器10包括：设置在一对构件51和52的一个51上的第一压力焊接板11; 设置在另一个构件52上的第二压力焊接板21; 第三压力焊接板31，用于通过第二和第三压力焊接板21和31将来自两侧的预定压力焊接力夹在第一压焊板11上; 以及螺栓构件41b，其设置成沿第一压焊板11的规定方向长的第一通孔13插入第二压焊板的第二贯通孔23 21和第三压焊板31的第三通孔33，以施加压力焊接力。版权所有（C）2009，JPO＆INPIT

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