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1. 发明专利

JP2015025268A ピン接合形式の露出型鉄骨柱接合構造有权
标题翻译：引脚接头类型暴露钢柱接头结构
公开(公告)号：JP2015025268A
公开(公告)日：2015-02-05
申请号：JP2013154588
申请日：2013-07-25
申请人：岡部株式会社 , Okabe Co Ltd , 章和田 , Akira Wada , 章和田 , 株式会社構造計画プラス・ワン , Kozo Keikaku Plus One:Kk , 国立大学法人東北大学 , Tohoku Univ , 株式会社建研 , Ken Ken Co Ltd
发明人： WATANABE TORU , WADA AKIRA , KANEDA KATSUNORI , KIMURA SACHIHIRO , FURUKAWA SACHI , SOMEYA TOSHIAKI
IPC分类号： E04B1/58 , E04B1/24 , E04B1/41 , E04C5/18
摘要：【課題】RC造躯体のほぼ全断面を抵抗作用に寄与させて、せん断耐力を向上することが可能であると共に、これによってアンカー部材のせん断性能も十分に発揮させることが可能なピン接合形式の露出型鉄骨柱接合構造を提供する。【解決手段】接合部7aが上端部に形成された棒状部材7と、棒状部材に、その側方から少なくとも2枚一組で、それらの側縁8a同士が当該棒状部材を挟んで互いに向かい合わせで接合されるせん断プレート材8と、一方のせん断プレート材から他方のせん断プレート材に渡して、柱主筋3を囲うために設けられる応力伝達部材10とを備えたアンカー部材6を用い、アンカー部材を、接合部がRC造柱1の上面1aから突出されるように、かつ柱主筋周辺を含んで応力伝達部材とせん断プレート材の間が充填されるようにコンクリートCを打設して、当該RC造柱に埋設し、棒状部材の接合部に、鉄骨柱2の下端部の中央部分を接合した。【選択図】図1
摘要翻译：要解决的问题：提供一种销接头型外露钢柱接头结构，其中制造RC结构建筑物框架的整个横截面有助于阻力作用和剪切能力，从而可以提高剪切性能可以充分展现锚固构件。解决方案：锚固构件6包括：杆状构件7，其具有形成在上端的接合部分7a; 剪切板材8，其中这些侧边缘8a从棒状构件中的至少两个组合中穿过杆状构件彼此面对结合; 以及从一个剪切板材料到另一个剪切板材料的应力传递构件10，并且用于围绕柱主加强件3。通过使用锚固构件，将混凝土C放置成使得接合部从上表面1a突出 RC结构柱1和应力传递构件与剪切板材料之间的间隔被填充，包括柱主加固边缘，并且锚固构件被埋在RC结构柱中，然后将下部的中心部分钢柱2与棒状构件的接合部接合。

2. 发明专利

JP2012255294A Steel column joint anchor member 有权
标题翻译：钢管接头锚杆成员
公开(公告)号：JP2012255294A
公开(公告)日：2012-12-27
申请号：JP2011128747
申请日：2011-06-08
申请人： Okabe Co Ltd , 岡部株式会社 , Akira Wada , 章和田 , Kozo Keikaku Plus One:Kk , 株式会社構造計画プラス・ワン
发明人： KADOYA HARUKATSU , WATANABE TORU , WADA AKIRA , KANEDA KATSUNORI , KIMURA SACHIHIRO
IPC分类号： E04B1/58 , E02D27/00 , E04B1/24 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide a steel column joint anchor member capable of suppressing the occurrence of bending deformation in a steel column joint structure exposed to a reinforced concrete skeleton, of preventing the local collapse of the concrete of the reinforced concrete skeleton, and of securing sufficient tensile strength without causing the chipping of the concrete cross section of the reinforced concrete skeleton.SOLUTION: The steel column joint anchor member comprises: a steel bar 2 having a male screw part 2a formed at the upper end so as to be fastened to the lower end of a steel column and a shaft body part 2b formed under the male screw part so as to be embedded in the reinforced concrete skeleton; at least a set of two shear plate members 3 joined at their sides to the shaft body part of the steel bar with their side edges 3a facing each other across the shaft body part; and a restraining plate member 4 joined to male screw part side upper edges 3b of the shear plate members to connect the shear plate members to each other.
摘要翻译：要解决的问题：提供一种能够抑制暴露于钢筋混凝土骨架的钢柱接头结构中的弯曲变形的发生的钢柱接头锚固构件，以防止钢筋混凝土骨架的混凝土局部塌陷并且确保足够的拉伸强度，而不会导致钢筋混凝土骨架的混凝土横截面的碎裂。解决方案：钢柱接头锚固构件包括：钢棒2，其具有形成在上端的外螺纹部分2a，以固定到钢柱的下端;以及轴体部分2b，外螺纹部分，以嵌入钢筋混凝土骨架; 至少一组两个剪切板构件3，它们在它们的侧面处连接到钢筋的轴体部分，并且它们的侧边缘3a跨过轴体部分彼此面对; 以及与剪切板构件的阳螺纹部分侧边缘3b接合以将剪切板构件彼此连接的约束板构件4。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2012255295A Pin joint type exposed steel column joint structure 有权
标题翻译：引脚接头类型暴露钢柱接头结构
公开(公告)号：JP2012255295A
公开(公告)日：2012-12-27
申请号：JP2011128748
申请日：2011-06-08
申请人： Okabe Co Ltd , 岡部株式会社 , Akira Wada , 章和田 , Kozo Keikaku Plus One:Kk , 株式会社構造計画プラス・ワン
发明人： KADOYA HARUKATSU , WATANABE TORU , WADA AKIRA , KANEDA KATSUNORI , KIMURA SACHIHIRO
IPC分类号： E04B1/24 , E02D27/00 , E04B1/41 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a pin joint type exposed steel column joint structure capable of suppressing the occurrence of bending deformation, of preventing the local collapse of the concrete of a RC skeleton, and of securing sufficient tensile strength without causing the chipping of the concrete cross section of the RC skeleton.SOLUTION: The pin joint type exposed steel column joint structure uses an anchor member 1 which includes a steel bar 2 having a male screw part 2a formed at the upper end and a shaft body part 2b formed under the male screw part, shear plate members 3 joined to the shaft body part of the steel bar with their side edges 3a facing each other across the shaft body part, and a restraining plate member 4 joined to male screw part side upper edges 3b of the shear plate members to connect the shear plate members to each other. The shaft body part including the shear plate members is embedded in a RC column 8 so that the restraining plate member abuts downward on a RC column upper face 8a, and the male screw part of the steel bar protruded from the RC column upper face is fastened to the center of the lower end of a steel column 5.
摘要翻译：要解决的问题：为了提供能够抑制弯曲变形的发生的销接头型露出钢柱接头结构，防止RC骨架的混凝土的局部塌陷，并且确保足够的拉伸强度而不引起 RC骨架混凝土横截面的破碎。销接头型外露钢柱接头结构使用锚定构件1，锚定构件1包括具有形成在上端的阳螺纹部分2a的钢棒2和形成在阳螺纹部分下方的轴体部分2b，剪切板状构件3，其连接到钢杆的轴体部分，并且其侧边缘3a横跨轴体部分彼此面对;以及约束板构件4，其接合到剪切板构件的阳螺纹部分侧上边缘3b，剪切板构件彼此。包括剪切板构件的轴体部分嵌入在RC柱8中，使得限制板构件在RC柱上表面8a上向下抵接，并且从RC柱上表面突出的钢棒的外螺纹部分被紧固到钢柱5的下端的中心。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2011106186A Pedestal fixing structure 有权
标题翻译：固定固定结构
公开(公告)号：JP2011106186A
公开(公告)日：2011-06-02
申请号：JP2009263300
申请日：2009-11-18
申请人： Kozo Keikaku Plus One:Kk , Nagasaki Univ , Tokyo Institute Of Technology , 国立大学法人長崎大学 , 国立大学法人東京工業大学 , 株式会社構造計画プラス・ワン
发明人： WADA AKIRA , KANEDA KATSUNORI , KIMURA SACHIHIRO
IPC分类号： E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a pedestal fixing structure which prevents the collapse of a building at a big earthquake to attain sure safety while attaining reduction in construction period and cost.
SOLUTION: The pedestal fixing structure includes a foundation beam composed of reinforcing concrete, a reinforced concrete column formed integrally with the foundation beam and projecting from the foundation beam to a desired height vertically upward, a steel frame column welded with a base plate at the lower end, and an anchor bolt for binding a base plate to the upper part of the reinforced concrete column.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种防止大型地震的建筑物的崩溃的基座固定结构，以在施工周期和成本降低的同时确保安全性。解决方案：基座固定结构包括由增强混凝土构成的基础梁，与基础梁一体地形成并从基础梁突出到垂直向上的所需高度的钢筋混凝土柱，与基板焊接的钢架柱在下端，以及用于将基板绑定到钢筋混凝土柱的上部的锚定螺栓。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2013014911A Base-isolated structure 有权
标题翻译：基础隔离结构
公开(公告)号：JP2013014911A
公开(公告)日：2013-01-24
申请号：JP2011147378
申请日：2011-07-01
申请人： Akira Wada , 章和田 , Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： WADA AKIRA , HAMAGUCHI HIROKI , YAMAMOTO MASAFUMI , HIGASHINO MASAHIKO , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , E04B1/36 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a base-isolated structure which enables base isolation properties to be exerted on a superstructure without being affected by a vertical variation load acting on an outer peripheral area of the superstructure during earthquakes and the like.SOLUTION: A base-isolated structure 18 includes: a load bearing device 24 for supporting an outer peripheral area 30 of a superstructure 16; second sliding means 26 for making the load bearing device 24 and the superstructure 16 slidable; and deformation regulating means for regulating the amount of horizontal shear deformation generated in the load bearing device 24 during earthquakes. The base-isolated structure 18 enables base isolation properties to be exerted on the superstructure 16 without being affected by a vertical variation load acting on the outer peripheral area 30 of the superstructure 16 during the earthquakes and the like.
摘要翻译：要解决的问题：提供一种基础隔离结构，其使得能够在上层结构中施加基础隔离性能，而不受在地震等期间作用在上部结构的外围区域上的垂直变化负荷的影响。解决方案：基座隔离结构18包括：承载装置24，用于支撑上部结构16的外围区域30; 用于使承载装置24和上部结构16滑动的第二滑动装置26; 以及用于调节在地震期间在承载装置24中产生的水平剪切变形量的变形调节装置。基部隔离结构18能够使基础隔离性能施加在上部结构16上，而不受在地震等期间作用在上部结构16的外周区域30上的垂直变化负荷的影响。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2012202100A Building including diagonal member 有权
标题翻译：建筑物包括对角会员
公开(公告)号：JP2012202100A
公开(公告)日：2012-10-22
申请号：JP2011067205
申请日：2011-03-25
申请人： Akira Wada , Kumagai Gumi Co Ltd , 章和田 , 株式会社熊谷組
发明人： WADA AKIRA , YOSHIMATSU KENJI , ISHIBASHI HISAYOSHI , HAMADA MAKOTO , MAEKAWA TOSHIO , MASUKO HIROSHI , IWABUCHI KAZUNORI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To sufficiently absorb vibration energy acting on a column during an earthquake by enabling a diagonal member to receive relatively large axial force while the column receives horizontal force during an earthquake and effectively deforming the diagonal member which has received the axial force.SOLUTION: A building comprises: a first column and a second column at an interval in a horizontal direction; an overhang member fixed to the first column at one end and extended inwards in the horizontal direction from the first column; and the diagonal member whose one end is fixed to the other end of the overhang member and other end is attached to the second column. The diagonal member is deformed by receiving the axial force from the other end of the overhang member and the second column while the first column and the second column respectively receive the horizontal force and are deformed during an earthquake, and thus the vibration energy acting on the first column and the second column respectively during an earthquake is absorbed.
摘要翻译：要解决的问题：为了在地震期间充分吸收作用在柱上的振动能量，使得对角构件能够接收相对较大的轴向力，同时柱在地震期间接收水平力并有效地使已经接收到的对角构件变形轴向力。解决方案：建筑物包括：沿水平方向间隔的第一列和第二列; 在一端固定到第一柱并从第一柱沿水平方向向内延伸的突出构件; 并且其一端固定到突出构件的另一端的另一端的对角构件附接到第二柱。斜撑构件通过从悬伸构件和第二柱的另一端接收轴向力而变形，同时第一柱和第二柱分别接收水平力并且在地震期间变形，并且因此作用在第二柱上的振动能量分别在地震期间的第一列和第二列被吸收。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2011163039A building 审中-公开
标题翻译：建造
公开(公告)号：JP2011163039A
公开(公告)日：2011-08-25
申请号：JP2010028577
申请日：2010-02-12
申请人： Kumagai Gumi Co Ltd , Akira Wada , 章和田 , 株式会社熊谷組
发明人： WADA AKIRA , ISHIBASHI HISAYOSHI , YOSHIMATSU KENJI , MAEKAWA TOSHIO , MASUKO HIROSHI , IWABUCHI KAZUNORI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To economically construct a building by enabling a diagonal member to be fitted to a column without using a large joining means. SOLUTION: The building includes a first column, a second column, a first member, a second member and the diagonal member. The first column and the second column are arranged at an interval in a horizontal direction. The first member is fixed to the first column and projects horizontally inward from the first column, of which the height dimension is reduced gradually. The first member has an upper edge inclining to a horizontal plane. The second member is fixed to the second column, projects horizontally inward from the second column, and has a lower edge arranged parallel to the upper edge of the first member at an interval from the upper edge in the direction perpendicular to the upper edge. The diagonal member is arranged between the upper edge of the first member and the lower edge of the second member to be perpendicular to each of the upper edge and the lower edge, and fixed to the upper edge and the lower edge. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了经济地构建建筑物，通过使对角构件能够安装到柱上而不使用大的接合装置。解决方案：建筑物包括第一列，第二列，第一构件，第二构件和对角构件。第一列和第二列以水平方向的间隔排列。第一构件固定在第一列上，从第一列水平向内突出，其高度尺寸逐渐减小。第一构件具有倾斜到水平面的上边缘。第二构件固定到第二列，从第二列水平向内突出，并且在与上边缘垂直的方向上与上边缘成一定间隔地具有平行于第一构件的上边缘布置的下边缘。对角构件布置在第一构件的上边缘和第二构件的下边缘之间以垂直于每个上边缘和下边缘，并且固定到上边缘和下边缘。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2010037789A Base-isolated structure, building, and base-isolated building 有权
标题翻译：基础隔离结构，建筑和基础隔离建筑
公开(公告)号：JP2010037789A
公开(公告)日：2010-02-18
申请号：JP2008200900
申请日：2008-08-04
申请人： Takenaka Komuten Co Ltd , Akira Wada , 章和田 , 株式会社竹中工務店
发明人： WADA AKIRA , HAMAGUCHI HIROKI , YAMAMOTO MASAFUMI , HISAIE HIDEO , TONO MASAHIKO , TANIGUCHI HAJIME , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , E04H5/02 , F16F15/02 , F16F15/04 , G21C13/024
CPC分类号： Y02E30/40
摘要： PROBLEM TO BE SOLVED: To provide a base-isolated structure capable of efficiently base-isolating a container in both horizontal and vertical directions, a building having the base-isolated structure, and a base-isolated building having the building horizontally base-isolated. SOLUTION: A structure 22 is supported with a horizontal base-isolating device 18. The container 24 supported with a vertical base-isolating device 26 is arranged inside the structure 22. The structure 22 is provided with a guide means 32 for permitting the vertical movement in the container 24 and regulating the horizontal movement therein. This can reduce vertical and horizontal vibrations transmitted to the container 24 by earthquakes etc. Additionally, the vertical base-isolating device 26 has only to support the container 24 lighter than the building, thereby the container 24 can be efficiently base-isolated in both the horizontal and vertical directions. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够在水平和垂直方向上有效地将容器隔离的基础隔离结构，具有基础隔离结构的建筑物和具有建筑物水平基座的基础隔离建筑物 -孤立。解决方案：结构22由水平基底隔离装置18支撑。支撑有垂直底部隔离装置26的容器24布置在结构22的内部。结构22设置有导向装置32，用于允许在容器24中的垂直运动并调节其中的水平运动。这可以减少通过地震等传递到容器24的垂直和水平振动。另外，垂直底部隔离装置26仅仅支撑比建筑物更轻的容器24，从而容器24可以有效地基于隔离水平和垂直方向。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2012036602A Structure of attaching part for attaching diagonal material to building column 有权
标题翻译：将对接材料连接到建筑柱的结构部分
公开(公告)号：JP2012036602A
公开(公告)日：2012-02-23
申请号：JP2010175935
申请日：2010-08-05
申请人： Kumagai Gumi Co Ltd , Akira Wada , 章和田 , 株式会社熊谷組
发明人： WADA AKIRA , YOSHIMATSU KENJI , ISHIBASHI HISAYOSHI , MAEKAWA TOSHIO , MASUKO HIROSHI , IWABUCHI KAZUNORI
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To miniaturize means for coupling the edge part of a member used for attaching a diagonal material to a building column to the column and to economically attach the diagonal material to the column.SOLUTION: The structure of an attaching part for attaching a diagonal material to the column of a building includes: a first member having a horizontal lower end part and a second member having a horizontal upper end part separated from the lower end part of the first member to the lower part, which are fixed to the column at a gap in the vertical direction; and a third member disposed between the lower end part of the first member and the upper end part of the second member, and having an upper end part attached to the lower end part of the first member, a lower end part attached to the upper end part of the second member, and two edge parts at an interval in the horizontal direction between the upper end part and the lower end part, one of which is coupled to the column and the other of which is coupled with the diagonal material.
摘要翻译：要解决的问题：为了将用于将对角材料附着到构件柱上的构件的边缘部分连接到柱上并且将对角材料经济地附接到柱体上的装置的小型化。解决方案：用于将对角材料附接到建筑物的列的附接部件的结构包括：具有水平下端部的第一构件和具有与下部端部的下端部分离的水平上端部的第二构件第一构件到下部，其在垂直方向上以间隙固定到柱; 以及第三构件，其设置在所述第一构件的下端部与所述第二构件的上端部之间，并且具有安装在所述第一构件的下端部的上端部，安装在所述第一构件的上端部的下端部第二构件的一部分，以及在上端部和下端部之间的水平方向上的间隔的两个边缘部分，其中一个边缘部分联接到列，而另一个边缘部分与对角材料结合。版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2011140751A Building 有权
标题翻译：建造
公开(公告)号：JP2011140751A
公开(公告)日：2011-07-21
申请号：JP2010000483
申请日：2010-01-05
申请人： Kumagai Gumi Co Ltd , Akira Wada , 章和田 , 株式会社熊谷組
发明人： WADA AKIRA , ISHIBASHI HISAYOSHI , YOSHIMATSU KENJI , MAEKAWA TOSHIO , MASUKO HIROSHI , IWABUCHI KAZUNORI
IPC分类号： E04B1/24 , E04B1/18 , E04C3/18
摘要： PROBLEM TO BE SOLVED: To effectively increase the earthquake resistance of a building with diagonal braces, which sufficiently withstands a horizontal force acting on beams in an earthquake, and economically construct the building. SOLUTION: This building includes first and second columns positioned at an interval, the beams between the first column and the second column, a third column at a distance from the second column outward, a first gusset plate which is disposed between the second column and the third column, attached to the second column, and positioned at the same height as the beams, a second gusset plate which is disposed between the second column and the third column, attached to the third column, and positioned at the different height from the first gusset plate, and the diagonal braces which are disposed between the second column and the third column, attached to the second column with the first gusset plate interposed therebetween, and attached to the third column with the second gusset plate interposed therebetween. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：有效提高具有对角撑杆的建筑物的抗震性，该建筑物足以承受作用在地震梁上的水平力，并经济地建造建筑物。解决方案：该建筑物包括以一定间隔定位的第一和第二列，第一列和第二列之间的梁，距离第二列一定距离的第三列，第一角撑板，其设置在第二列柱和第三列，附接到第二列，并且定位在与梁相同的高度处;第二角撑板，其布置在第二柱和第三柱之间，附接到第三柱，并且定位在不同的高度从第一角板板和布置在第二柱和第三柱之间的对角撑杆连接到第二柱上，第一个角撑板插入其间，并且在其间插入第二角撑板而附接到第三柱。版权所有（C）2011，JPO＆INPIT

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