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1. 发明专利

JP2020118025A 木質構造体用制振部材及び木質構造体の制振構造审中-公开
公开(公告)号：JP2020118025A
公开(公告)日：2020-08-06
申请号：JP2020007304
申请日：2020-01-21
申请人： OKABE CO LTD , UNIV TOKYO
发明人： TAGUCHI TOMOYASU , NISHINO AKIMITSU , YOKOYAMA SHINICHI , SATOMURA NORIMITSU , KAWAGUCHI KENICHI , TAKAHASHI YUKI
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要：【課題】木質構造体への適用を前提として、振動外力により面外座屈させてエネルギ吸収することを可能とし、せん断降伏による場合と異なって、軽量化とそれに伴う施工性の改善、材料コストの低減を図りつつ、木質構造体に見合う振動減衰作用を確保することが可能な木質構造体用制振部材及び木質構造体の制振構造を提供する。【解決手段】横架材4の端部に、横架材を挟んで設けられる鋼製の板状材5からなり、板状材は、木質縦材2の上下高さ方向に形成され、木質縦材と接合される縦材接合ゾーンXと、縦材接合ゾーンの中央部分から横架材の左右横方向へ向けて突出され、横架材と接合される横架材接合ゾーンYと、横架材接合ゾーンと縦材接合ゾーンとの間に形成され、横架材接合ゾーンの突出側先端Yc側から縦材接合ゾーンの端部へ向かう張り出し縁部5cを有して、面外方向への座屈変形によりエネルギ吸収するエネルギ吸収ゾーン5a,5bとを含む。【選択図】図3

2. 发明专利

JP2011137337A Pile head structure of steel pipe concrete pile 有权
标题翻译：钢管混凝土桩的桩头结构
公开(公告)号：JP2011137337A
公开(公告)日：2011-07-14
申请号：JP2009298250
申请日：2009-12-28
申请人： Okabe Co Ltd , 岡部株式会社
发明人： HAYASHI HIDEKI , YOKOYAMA SHINICHI , UCHIUMI YOSHITO , KINOSHITA AKIHIRO
IPC分类号： E02D27/12 , E02D5/30
摘要： PROBLEM TO BE SOLVED: To provide a pile head structure of a steel pipe concrete pile that can surely transmit force from pile head reinforcements to a steel pipe concrete pile, reinforce the yield strength of a pile head and suppress breaking of the pile head even if excessive horizontal force is applied thereto while having excellent manufacturing property of the steel pipe concrete pile. SOLUTION: The pile head structure of the steel pipe concrete pile includes a ring-like end plate 4 provided at the pile head of the steel pipe concrete pile 1 of hollow cylinder shape with its outer peripheral surface covered with a steel pipe 2. The ring-like end plate 4 is joined to the steel pipe, and the pile head reinforcement 6 is joined to the ring-like end plate 4. The pile head structure also includes a stress transmission member 7 formed in tubular shape stuck to the concrete inner peripheral surface 3a of the steel pipe concrete pile, and one ends 7a, 7b of the stress transmission member 7 are stuck to the peripheries of the inner peripheral edges 4c, 4d of the ring-like end plate. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种可以将桩头加强力一直传递给钢管混凝土桩的钢管混凝土桩的桩头结构，提高桩头的屈服强度，抑制桩的破坏即使施加过大的水平力，同时具有优良的钢管混凝土桩的制造性能。解决方案：钢管混凝土桩的桩头结构包括设置在中空圆筒形钢管混凝土桩1的桩头处的环状端板4，其外周表面覆盖有钢管2 环状端板4与钢管接合，桩头加强件6与环状端板4接合。桩头结构还包括形成为筒状的应力传递部件7，钢管混凝土桩的混凝土内周面3a和应力传递构件7的一端7a，7b粘合到环状端板的内周边缘4c，4d的周边。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2007239179A Base isolated structure, and base isolation device for use in the base isolated structure 有权
标题翻译：基础隔离结构和基础隔离装置用于基础隔离结构
公开(公告)号：JP2007239179A
公开(公告)日：2007-09-20
申请号：JP2006058781
申请日：2006-03-05
申请人： Okabe Co Ltd , Univ Of Tokyo , 国立大学法人東京大学 , 岡部株式会社
发明人： KAWAGUCHI KENICHI , ABE KEIICHI , ABE JUNICHIRO , YOKOYAMA SHINICHI , TAGUCHI TOMOYASU
IPC分类号： E04H9/02 , E04B1/36 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a base solation technique which allows base isolation devices to dispersively bear an unexpectedly large horizontal force if the horizontal force is imposed on a building and the base isolation devices each undergo abnormal displacement falling out of a base isolation region, and facilitates recovery of an upper structure of the building to its original position after cancellation of the horizontal force.
SOLUTION: Each base isolation device employs an abnormal displacement preventing means to cope with the abnormal displacement falling out of the base isolation region occurring due to an unexpected external force. The abnormal displacement preventing means accommodates relative displacement of an upper bearing member 5 to a lower bearing member, and at the same time prevents the abnormal displacement falling out of the base isolation region, by upward displacement of the upper bearing member 5 generated by rolling of a ball body 6 according to the displacement. Thus by virtue of cooperative operation of the abnormal displacement preventing means of the respective base isolation devices, the unexpected external force caused by wind etc. is dispersively borne by the base isolation devices.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种基础固定技术，其允许基础隔离装置在施加在建筑物上的水平力时分散地承受意想不到的大的水平力，并且基座隔离装置每个都经历从基座脱落的异常位移隔离区域，并且在取消水平力之后便于将建筑物的上部结构恢复到其原始位置。解决方案：每个基座隔离装置采用异常位移防止装置，以应对由于意外的外力而发生的从基座隔离区域脱落的异常位移。异常位移防止装置容纳上轴承构件5相对于下轴承构件的相对位移，同时通过滚动产生的上轴承构件5的向上位移来防止异常位移从基座隔离区域脱落一个球体6根据位移。因此，通过各基座隔离装置的异常位移防止装置的协同操作，由风等引起的意外外力由基座隔离装置分散地承载。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2007077612A Column base part joint structure of wooden column, and its column base part joint implement 有权
标题翻译：木柱的柱基部分接合结构及其基座部分接合实现
公开(公告)号：JP2007077612A
公开(公告)日：2007-03-29
申请号：JP2005264466
申请日：2005-09-12
申请人： Okabe Co Ltd , 岡部株式会社
发明人： SATOMURA NORIMITSU , YOKOYAMA SHINICHI , NAKAGAWA KENICHI , KIKUSHIMA YOSHIHIKO
IPC分类号： E04B1/58 , E04B1/26
摘要： PROBLEM TO BE SOLVED: To provide a column base part joint technology for a wooden column improving its work efficiency, proof stress of a joint part and erection accuracy with simple constitution when erecting a wooden column member on foundation concrete. SOLUTION: A base plate 1 stuck to the foundation concrete is provided with a joint shaft part 5 erected to be insertable in an insertion hole formed at the lower end face of the wooden column, and projecting parts 6 that can concentrically position the joint shaft part and the insertion hole formed at the lower end face of the wooden column. The joint shaft part 5 is inserted in the insertion hole formed at the lower end face of the wooden column, and the projecting parts 6 are fitted into engaging recesses formed at the lower end face of the wooden column. In this state, the joint shaft part 5 and the insertion hole are bonded to erect the wooden column on the foundation concrete through the base plate 1. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：在基础混凝土上架设木柱构件时，提供用于木柱的柱基部分接合技术，其提高其工作效率，接头部分的抗应力和竖立精度，结构简单。解决方案：粘贴在基础混凝土上的基板1设置有竖立成可插入到形成在木柱的下端面的插入孔中的关节轴5，以及能够同心地将关节轴部分和形成在木柱下端面的插入孔。关节轴部5插入形成在木柱的下端面的插入孔中，突出部6嵌合形成在木柱的下端面的卡合凹部。在这种状态下，接合轴部5和插入孔通过底板1接合在基础混凝土上竖起木柱。（C）2007年，JPO＆INPIT

5. 发明专利

JP2004244921A Structure of connection between steel-frame column and steel-frame beam, and beam bracket for connection between them 有权
公开(公告)号：JP2004244921A
公开(公告)日：2004-09-02
申请号：JP2003035784
申请日：2003-02-13
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , HIRAYAMA TAKAAKI , IDA JUNJI , WATANABE TORU , FUJII SHUNJI , HIRASHIMA NAOKI , YOKOYAMA SHINICHI , KURIHARA YOSHITAKA
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a structure of connection between a steel-frame column and a steel-frame beam, which can avoid destruction from a welded part between a steel-frame column and a beam body, which enables cross-sectional shapes of connections of the beam body and a beam bracket to simply and accurately correspond to each other, and which can easily bring about the state of firmly and stably coupling the steel-frame column and the steel-frame beam together.
SOLUTION: The beam bracket 3 for connecting the H-shaped cross-section beam body 2 to the square cross-section steel-frame column 1 comprises: an H-shaped steel member 4 which is composed of the same cross-sectional shape as the beam body 2; and a connection fitting 10 which is composed of flat plate parts 11 which are fixed to flange parts 5 and 6 of the member 4, and coupling plates 12 which are fixed or integrally formed in a vertical state on both the side parts of the plate part 11. A plasticization area 32, which is plastically deformed ahead of welded parts 16 between the coupling plates 12 and the steel-frame column 1, is formed between a part to be reinforced, reinforced by the coupling plates 12, of the member 4, and a part to be coupled with the beam body 2.
COPYRIGHT: (C)2004,JPO&NCIPI

6. 发明专利

JP2004044285A Column-base section construction method for building structure 有权
公开(公告)号：JP2004044285A
公开(公告)日：2004-02-12
申请号：JP2002205069
申请日：2002-07-15
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , WATANABE TORU , HIRAYAMA TAKAAKI , YOKOYAMA SHINICHI
IPC分类号： E04B1/24 , E04B1/58 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To prevent collapse of a building due to an earthquake by providing a column-base section construction method for a building structure in which a slip type weak point is eliminated by surely realizing spindle type hysteretic properties regarding the breakdown of a column base section and the quantity of the energy of the earthquake absorbed is increased while reducing load working to the connecting section of a plasticizing member and a column member. SOLUTION: The plasticizing member 11 is yielded and plasticized prior to an anchor bolt to bending moment working to the column material 12 is interposed between a base plate 10 and the column material 12 while a height H from the top face of the base plate 10 to the connecting section 13 of the plasticizing member 11 and the column material 12 is set at a value from the 1.5 times to double of the diameter of the column material 12 or the length D of one side by using a member composed of the same sectional shape as that of the lower end section of the column material 12 as the plasticizing member 11. COPYRIGHT: (C)2004,JPO

7. 发明专利

JPH09221875A REINFORCEMENT FIXING METHOD 失效
公开(公告)号：JPH09221875A
公开(公告)日：1997-08-26
申请号：JP5250396
申请日：1996-02-15
申请人： OKABE CO LTD
发明人： KADOYA HARUKATSU , KURIHARA YOSHITAKA , YOKOYAMA SHINICHI
IPC分类号： E02D27/08 , E04B1/21 , E04C5/03 , E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a method for densely arranging plural reinforcements in parallel with each other in a limited space by narrowing a space between the reinforcements without lowering the fixing work thereof, and to improve the workability of the reinforcement arranging work by enlarging the degree of freedom of arrangement in response to the peripheral condition. SOLUTION: Fixing position between adjacent fixing members 6, 7, which are respectively screwed with a male screw part of each reinforcement 4, 5 to be embedded in parallel with each other, is relatively displaced in response to the peripheral condition, and as a result of a displacement of the fixing position, the reinforcements 4, 5 are embedded in the concrete in the condition that an excessive length part formed of the male screw part of the reinforcement, which is projected backward of the fixing members 6, 7 fixed to a side separated from the end of the reinforcement is left as it is. The fixing members 6, 7, which are respectively formed with small diameter parts symmetrically in both sides of a projecting fixing part formed in a central part thereof, are used.

8. 发明专利

JP2013134737A Reinforcement design support system for beam through-hole 有权
标题翻译：用于光束穿透孔的加强设计支撑系统
公开(公告)号：JP2013134737A
公开(公告)日：2013-07-08
申请号：JP2011286636
申请日：2011-12-27
申请人： Okabe Co Ltd , 岡部株式会社
发明人： HAYASHI HIDEKI , YOKOYAMA SHINICHI , KINOSHITA AKIHIRO
IPC分类号： G06F17/50 , E04C3/08
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement design support system for a beam through-hole, capable of efficiently performing investigation of reinforcement fitting conducted between a component manufacturer and a steel frame fabricator as well as an equipment contractor with a general constructor therebetween, performing a design work rationally and in a short period of time, and achieving labor saving, when performing a design for reinforcement of the beam through-hole formed in a web of a steel frame beam by using a ring-shaped reinforcing fitting.SOLUTION: A reinforcement design support system for a beam through-hole comprises: a static spread sheet having a determination result output part for outputting and displaying the determination result of mounting propriety of a reinforcement fitting to a steel frame beam; and a dynamic spread sheet 2 having a variable value design data input part (φ) and a determination result update output part (τ), and outputting and displaying the determination result of mounting propriety of a simulation reinforcement fitting to the steel frame beam so as to be updated. The static spread sheet and the dynamic spread sheet can be stored in a storage medium and can be transmitted through a telecommunication circuit.
摘要翻译：要解决的问题：为了提供一种用于梁通孔的加强设计支撑系统，能够有效地执行在组件制造商和钢框架制造者之间进行的加强配件的研究以及在其间具有一般构造器的设备承包商，执行通过使用环形增强配件进行钢框架梁腹板中形成的梁通孔的加强设计，可以合理，短时间地进行设计工作，实现节省劳动力。解决方案：A 用于梁通孔的加强设计支撑系统包括：具有确定结果输出部分的静电展开片，用于输出并显示加强配件对钢框架梁的安装合适性的确定结果; 以及具有可变值设计数据输入部（＆phgr）和确定结果更新输出部（τ）的动态扩展片2，并且向钢框架梁输出并显示模拟加强配件的安装合适度的确定结果，从而被更新。静态电表和动态电表可以存储在存储介质中并且可以通过电信电路传输。

9. 发明专利

JP2010001689A Column base joint device and column base joint structure 有权
标题翻译：柱基接头装置和柱基接头结构
公开(公告)号：JP2010001689A
公开(公告)日：2010-01-07
申请号：JP2008162744
申请日：2008-06-23
申请人： Okabe Co Ltd , 岡部株式会社
发明人： SATOMURA NORIMITSU , YOKOYAMA SHINICHI
IPC分类号： E04B1/58 , E04B1/21 , E04B1/26
摘要： PROBLEM TO BE SOLVED: To enhance joint strength between a column and a foundation and to improve work efficiency in joining.
SOLUTION: This column base joint device 1 includes an internal screw member 2 and a joint device body 3. The internal screw member 2 is composed of a washer-like head 4 and an internal screw body 5 of regular hexagonal cross section, and the internal screw body 5 is provided with an internal screw 9. The joint device body 3 is composed of a top part formed with a circular hole 10 for inserting through the internal screw body 5; a bottom part 8 formed with a threaded hole 12 for screwing the tip of an anchor bolt 25 embedded in the foundation 24; and side parts 7, 7 connecting the top part 6 to the bottom part 8. The shape and dimensions of the circular hole 10 are determined to make the internal screw member 2 turnable around a material axis in the state of the internal screw body 5 being inserted through the insertion hole. The length of the internal screw member 2 is determined to project the internal screw body from the upper face of the top part 6 in the state of the internal screw body 5 being inserted through the circular hole 10.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提高柱与基础之间的接合强度，提高接合工作效率。解决方案：该列底部接头装置1包括内螺纹构件2和接头装置本体3.内螺纹构件2由具有正六边形横截面的垫圈状头部4和内螺纹体5组成，内螺纹体5设有内螺纹9.连接装置主体3由形成有通过内螺纹体5插入的圆形孔10的顶部构成; 底部8形成有螺纹孔12，用于旋转嵌入基座24中的锚栓25的尖端; 以及将顶部6连接到底部8的侧面部件7,7。圆形孔10的形状和尺寸被确定为使内螺纹构件2能够在内螺纹体5的状态下围绕材料轴线转动插入插入孔。内螺纹构件2的长度被确定为在内螺纹体5的插入通过圆孔10的状态下将内螺纹体从顶部6的上表面突出。（C） 2010年，JPO＆INPIT

10. 发明专利

JP2008202252A Joint structure of wood member 有权
标题翻译：木材联合结构
公开(公告)号：JP2008202252A
公开(公告)日：2008-09-04
申请号：JP2007037148
申请日：2007-02-16
申请人： Akita Glulam Kk , Nakamura Tsutomu , Okabe Co Ltd , Toyama Noritaka , 中村勉 , 岡部株式会社 , 秋田グルーラム株式会社 , 遠山則孝
发明人： NAKAGAWA KENICHI , ABE KEIICHI , YOKOYAMA SHINICHI , SATOMURA NORIMITSU , KIKUSHIMA YOSHIHIKO
IPC分类号： E04B1/58 , E04B1/26
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a wood member effectively restraining dent into the wood member in the joint structure in which at least one of members is formed of the wood member, and moreover excelling in workability and effective in improving joint strength between the members.
SOLUTION: Contact surfaces of wood members such as beam members 8, 9 with other members such as joint fittings 16-19 are formed with embedding holes 20-23 orthogonal to the direction of fiber. Dent preventing members 24-27 such as deformed reinforcing bars are embedded in the embedding holes 20-23, and the peripheries are stuck with a sticking material such as epoxy resin. The bearing strength of the wood members is enhanced by abutting between the ends of the dent preventing members 24-27 and the other members to restrain the other members from denting into the wood members.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种木质构件的接合结构，其有效地抑制在由木构件形成至少一个构件的接合结构中的木构件中，并且还具有可操作性和有效的效果提高会员之间的联合实力。解决方案：诸如梁构件8,9的木构件的接触表面与诸如接头配件16-19的其它构件形成有与光纤的方向正交的嵌入孔20-23。凹陷防止构件24-27（例如变形的钢筋）被嵌入在嵌入孔20-23中，并且周围用粘合材料例如环氧树脂粘合。木构件的轴承强度通过抵接防凹陷构件24-27的端部与其它构件之间的抵接而增强，以限制其他构件凹陷到木构件中。版权所有（C）2008，JPO＆INPIT

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