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21. 发明专利

JP2005016267A Hand-held agitator support, agitating apparatus, and grout material kneading method 有权
标题翻译：手持式搅拌机支撑，装置设备和切割材料切割方法
公开(公告)号：JP2005016267A
公开(公告)日：2005-01-20
申请号：JP2003186233
申请日：2003-06-30
申请人： Asahi Kasei Construction Materials Co Ltd , Okabe Co Ltd , 岡部株式会社 , 旭化成建材株式会社
发明人： MATSUYAMA TOSHIKI , IDA JUNJI , YOKOYAMA SHINICHI , MISE YASUNORI
IPC分类号： E04G21/02 , E04G21/16
摘要： PROBLEM TO BE SOLVED: To improve entire work efficiency and to uniform work results at the same time by connecting a container to a hand-held agitator utilizing a simple tool, and automating only agitation.
SOLUTION: This agitating apparatus 1 is provided with the container 2 capable of kneading a grout material; the hand-held agitator 3 with agitation blades 32; and a hand-held agitator support 4 having a holding part 40 capable of holding the hand-held agitator 3, and a clamping part 41 attachable to and detachable from the upper end part of the container 2. The clamping part 41 of the hand-held agitator support 4 is mounted to the upper end of the container 2, and the hand-held agitator 3 is held to the holding part 40 to locate the agitation blades 32 of the hand-held agitator 3 on the lower side in the container 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过使用简单的工具将容器连接到手持式搅拌器，并且仅仅搅拌自动化，同时提高整个工作效率和均匀的工作结果。解决方案：该搅拌装置1设置有能够捏合灌浆材料的容器2; 具有搅拌叶片32的手持搅拌器3; 以及具有能够保持手持搅拌器3的保持部40的手持式搅拌器支撑件4，以及能够从容器2的上端部安装并拆卸的夹持部41。将握持式搅拌器支撑件4安装在容器2的上端，手持式搅拌器3被保持在保持部40上，以将手持搅拌器3的搅拌叶片32定位在容器2的下侧（C）2005，JPO＆NCIPI

22. 发明专利

JP2004244962A Structure of connection between steel-frame column and steel-frame beam 有权
标题翻译：钢框架和钢框架梁之间的连接结构
公开(公告)号：JP2004244962A
公开(公告)日：2004-09-02
申请号：JP2003037398
申请日：2003-02-14
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 improve deformation performance of a connection between a steel-frame column and a steel-frame beam by securing the sufficient welding strength of a welded part between the steel-frame column and the steel-frame beam, so as to enable the avoidance of destruction from the welded part, when a non-bracket method is adopted as a means for connecting the steel-frame column with the steel-frame beam.
SOLUTION: Coupling plates 4 are provided on both sides of upper and lower flange parts at the end of the H-shaped cross-section steel-frame beam 1 to be connected to the square cross-section steel-frame column 5; a beam-side positioning means, which is provided at the end of the steel-frame beam 1, is engaged to a column-side positioning means which is composed of a gusset plate 11 etc. provided on the side of the steel-frame column 5, so that the steel-frame beam 1 can be positioned with respect to the steel-frame column 5; in addition to that, an end of each coupling plate 4 is welded to the steel-frame column 5 so that the steel-frame column 5 and the steel-frame beam 1 can be connected together; and a part of the steel-frame beam 1, which is not subjected to the reinforcing action of the coupling plate 4 adjacent to a part 15 to be reinforced, reinforced by the coupling plate 4, is plastically deformed ahead of the welded part between the coupling plate 4 and the steel-frame column 5 so that seismic energy can be absorbed.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题为了通过确保钢架柱和钢架梁之间的焊接部分的足够的焊接强度来改善钢架柱和钢架梁之间的连接的变形性能，从而当采用非托架方法作为将钢架柱与钢框架梁连接的装置时，能够避免从焊接部件的破坏。
解决方案：连接板4设置在H形横截面钢架梁1的端部的上下凸缘部分的两侧，以连接到正方形横截面钢架柱5; 设置在钢框架梁1的端部的梁侧定位装置与设置在钢框架侧的角撑板11等构成的柱侧定位装置接合如图5所示，钢框架梁1能够相对于钢框架柱5定位; 另外，每个联接板4的端部焊接到钢框架柱5，使得钢架柱5和钢架梁1可以连接在一起; 并且钢框架梁1的不受联接板4的加强作用的部分被连接板4加强的加强部件15的加强作用的一部分在焊接部分之前被塑性变形联接板4和钢框架柱5，从而能够吸收地震能量。版权所有（C）2004，JPO＆NCIPI

23. 发明专利

JP2000319900A CONSTRUCTING METHOD OF FOUNDATION STRUCTURE 失效
公开(公告)号：JP2000319900A
公开(公告)日：2000-11-21
申请号：JP13506099
申请日：1999-05-14
申请人： OKABE CO LTD
发明人： KADOYA HARUKATSU , YOKOYAMA SHINICHI , UNNO TAKASHI
IPC分类号： E02D27/00
摘要： PROBLEM TO BE SOLVED: To improve workability in bar arrangement operation or the like by expanding the degree of freedom of selection regarding the execution procedure of a foundation structure using a column-base construction method adopting an anchor frame into which a plurality of anchor bolts are incorporated. SOLUTION: Operation order among mutual mounting operation of anchor bolts to anchor frame 1, bar arrangement operation regarding foundation column type reinforcements 10 and bar arrangement operation regarding a foundation- beam reinforcement 13 can be selected by installing the anchor frame 1 for a column base capable of mounting the anchor bolts in conformity with column marking ink while using linear reinforcements as foundation-beam main reinforcements 14 and adopting the end sections of each foundation beam main reinforcement 14 or fixing members 15 fixed near the end sections as the fixing means of the linear reinforcements. Operation is executed according to operation order set selectively or in a simultaneous progressive manner.

24. 发明专利

JP2013064251A Pile head joint structure 有权
标题翻译：桩头接头结构
公开(公告)号：JP2013064251A
公开(公告)日：2013-04-11
申请号：JP2011202826
申请日：2011-09-16
申请人： Okabe Co Ltd , 岡部株式会社
发明人： HAYASHI HIDEKI , YOKOYAMA SHINICHI , UTSUMI YOSHITO , KINOSHITA AKIHIRO
IPC分类号： E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a pile head joint structure which allows a pile head reinforcement with a large diameter to be applied even to a steel pipe pile having a thin thickness, with improved workability during welding.SOLUTION: A pile head joint structure includes an L-shaped joint metal fitting 1 composed of a horizontal plate part 11 lapped on the top face of an end plate 21 of a steel pipe concrete pile or a steel pipe pile and a suspending plate part 12 which suspends from one end of the horizontal plate part 11 and comes in contact with the outer peripheral surface of a steel pipe 2 of the pile in a state that an inside corner part 13 thereof engages with the circumference of the end plate 21, and a pile head reinforcement 3 raised from the top face of the horizontal plate part 11. At least the horizontal plate part 11 and the end plate 21, and the suspending plate part 12 and the outer peripheral surface of the steel pipe 2 are welded. The pile head reinforcement 3 is raised at a position off from the plate thickness range of the steel pipe 2.
摘要翻译：要解决的问题：提供一种能够使具有大直径的桩头加强甚至对具有薄的厚度的钢管桩施加并且在焊接期间具有改进的可加工性的桩头接头结构。解决方案：桩头接头结构包括L形接头金属配件1，其由在钢管混凝土桩或钢管桩的端板21的顶面上的水平板部分11和悬挂的板部12，其从水平板部11的一端悬挂，并与其内侧角部13与端板21的周缘接合的状态与桩的钢管2的外周面接触，以及从水平板部11的顶面起凸起的桩头加强件3.至少水平板部11和端板21以及悬挂板部12和钢管2的外周面焊接。桩头加强件3在远离钢管2的板厚范围的位置上升。版权所有（C）2013，JPO＆INPIT

25. 发明专利

JP2008057323A Exposed steel frame plinth structure 有权
标题翻译：暴露的钢框架结构
公开(公告)号：JP2008057323A
公开(公告)日：2008-03-13
申请号：JP2007298733
申请日：2007-11-17
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
摘要： PROBLEM TO BE SOLVED: To provide an exposed steel frame plinth structure capable of realizing reduction in material costs by reasonably miniaturizing component members and capable of avoiding abrupt collapse of a building and being applied to a wide variety of buildings, by well balancing loads distributed to plinths and columns as a whole at the time of an earthquake and effectively using the bearing force of the component members to prepare for the collapse of the building.
SOLUTION: In the exposed steel frame plinth structure, a column member 1 is designed to have a height ratio of point of contraflexure of 0.3-0.6 via the steel frame plinth structure of an exposed type, a plasticizing member 8 which yields to a bending moment acting on the column member 1 before an anchor bolt 5 and is plasticized is interposed between a base plate 4 and the bottom end of the column member 1, and the height from the top face of the base plate 4 up to the joint section 9 of the plasticizing member 8 and the column member 1 is set to 1.5 times the diameter or the length of a side of the column member 1 or more.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种暴露的钢框架底座结构，能够通过将部件构件合理地小型化并且能够避免建筑物的突然塌陷并且通过平衡平衡来应用于各种建筑物来实现材料成本的降低在地震发生时整体分布到底座和柱子上的载荷，并有效地利用组件的承载力来准备建筑物的倒塌。解决方案：在暴露的钢框架底座结构中，柱构件1被设计成通过暴露型的钢框架底座结构，增塑构件8的屈服点的高度比为0.3-0.6，屈服点为在锚定螺栓5之前作用在柱构件1上并被塑化的弯矩介于基板4和柱构件1的底端之间，以及从基板4的顶面到接头的高度增塑构件8和柱构件1的部分9被设定为柱构件1的一侧的直径或长度的1.5倍以上。版权所有（C）2008，JPO＆INPIT

26. 发明专利

JP2008002127A Equipment and method for installing base-isolating device 审中-公开
标题翻译：用于安装基底隔离装置的设备和方法
公开(公告)号：JP2008002127A
公开(公告)日：2008-01-10
申请号：JP2006172012
申请日：2006-06-21
申请人： Okabe Co Ltd , 岡部株式会社
发明人： NAKAGAWA 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 the technology of installing a base-isolating device, which can bring about proper installation accuracy by simple operations, and which is effective for a reduction in a construction period.
SOLUTION: This equipment comprises a combination of a required number of supporting members 19 which are installed on the side of the ground, and a base plate 1 which is supported by the supporting member 19, which is composed of an approximately U-shaped cross section having downward bent piece portions 5 and 6 formed at least at edges on both opposed sides and the undersurface of which is provided with a required number of anchor members 7-9, 13 and 14. Concrete is placed below the base plate 1, and the base-isolating device is installed on the base plate 1. The bent piece portions 5 and 6, which are formed at the edges on both the opposed sides of the base plate 1, are partially embedded in the concrete. Thus, a reinforcing effect, which is brought about by the bent piece portions 5 and 6, can be enhanced.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供安装隔离装置的技术，其可以通过简单的操作带来适当的安装精度，并且对于减少施工周期是有效的。解决方案：该设备包括安装在地侧的所需数量的支撑构件19和由支撑构件19支撑的基板1的组合，该基板1由大致U形，形状的横截面具有形成在两个相对侧上的至少边缘的向下弯曲的片部分5和6，并且其下表面设置有所需数量的锚固构件7-9,13和14。混凝土被放置在底板1的下面并且基底隔离装置安装在基板1上。形成在基板1的两个相对侧上的边缘处的弯曲部分5和6部分地嵌入混凝土中。因此，可以提高由弯曲部分5和6产生的增强效果。版权所有（C）2008，JPO＆INPIT

27. 发明专利

JP2007239892A Base isolation device 有权
标题翻译：基座隔离装置
公开(公告)号：JP2007239892A
公开(公告)日：2007-09-20
申请号：JP2006063420
申请日：2006-03-08
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： F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a stable base isolation device for providing substantially constant base isolation performance regardless of the relative positional relationship between the support object side and the support side, by improving fluctuation in contact pressure with the guide rail side and fluctuation in a rotational ratio on the basis of a position of a sphere, in a base isolation layer using a guide rail and the sphere.
SOLUTION: This base isolation device has the guide rail 1 having mutually separately arranged opposed inclined faces 5 and 6 each composed of a specific inclination and constituted so that an interval between the mutual these inclined faces 5 and 6 becomes gradually small toward both outside ends from a central part, and the sphere 2 rolling by abutting from the inside on the respective inclined faces 5 and 6 of this guide rail. The return function is imparted by displacement in the height direction of the sphere 2 itself generated when its sphere 2 rolls to the outside end side from the central part while abutting on the inclined faces 5 and 6.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种稳定的基座隔离装置，用于提供基本上恒定的基座隔离性能，而不管支撑物体侧和支撑侧之间的相对位置关系如何，通过改善与导轨侧的接触压力的波动和基于球的位置的旋转比的波动，使用导轨的基底隔离层和球体。解决方案：该基座隔离装置具有导轨1，该导轨1具有相互分开设置的相对的倾斜面5和6，每个倾斜面由特定倾斜度构成，使得这两个倾斜面5和6相互之间的间隔逐渐变小从中心部分的外侧端部，并且球体2通过从该导轨的相应倾斜面5和6上的内侧抵接而滚动。返回功能在球体2自身产生的高度方向上的位移被赋予，当球体2在与倾斜面5和6抵接时从中心部分向外侧端部滚动。（C）2007 ，JPO＆INPIT

28. 发明专利

JP2007239180A Base isolated structure and abnormal displacement preventing device for the base isolated structure 审中-公开
标题翻译：基础隔离结构和异常位移防止基础隔离结构的设备
公开(公告)号：JP2007239180A
公开(公告)日：2007-09-20
申请号：JP2006058782
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 , E04H9/14 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide an abnormal displacement preventing technique for a base isolated structure, which can prevent abnormal displacement falling out of a base isolation region when an expected large external force by wind or the like is applied to a building and the abnormal displacement falling out of the base isolation region occurs between an upper structure and a lower structure, by dispersing the external force to abnormal displacement preventing devices, and facilitates recovery of the upper structure to its original position after cancellation of the external force.
SOLUTION: When three or more abnormal displacement preventing devices 1 for preventing the abnormal displacement falling out of the base isolation region, occurring between the lower structure and the upper structure, are set in addition to base isolation devices, each abnormal displacement preventing device 1 should have a displacing direction converting slope surface 2 for converting horizontal displacement between the lower structure and the upper structure into vertical displacement, and by virtue of cooperation of displacement preventing actions based on the respective slope surfaces 2, the abnormal displacement falling out of the base isolation region between the upper and lower structures can be prevented.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于基座隔离结构的异常位移防止技术，其可以防止当通过风等预期的大的外力施加到建筑物时异常位移从基部隔离区域脱落，并且通过将外力分散到异常位移防止装置，在上部结构和下部结构之间发生从基部隔离区域脱落的异常位移，并且有助于在消除外力之后将上部结构恢复到其原始位置。解决方案：除了基础隔离装置之外，还设置有三个以上用于防止异常位移从基础隔离区域脱落出现在下部结构和上部结构之间的异常位移防止装置1，每个异常位移防止装置1应具有一个位移方向转换斜面2，用于将下结构和上结构之间的水平位移转换成垂直位移，并且由于基于相应的倾斜面2的位移防止动作协调，异常位移脱离可以防止上下结构之间的基本隔离区域。版权所有（C）2007，JPO＆INPIT

29. 发明专利

JP2005061104A Washer with grout material injection hole 有权
标题翻译：垫片材料注入孔
公开(公告)号：JP2005061104A
公开(公告)日：2005-03-10
申请号：JP2003293920
申请日：2003-08-15
申请人： Asahi Kasei Construction Materials Co Ltd , Okabe Co Ltd , 岡部株式会社 , 旭化成建材株式会社
发明人： KADOYA HARUKATSU , YOKOYAMA SHINICHI , IDA JUNJI , SUGANO TETSUYA , MAKIEDA TAKEFUMI
IPC分类号： E02D27/00
摘要： PROBLEM TO BE SOLVED: To provide a washer with a grout material injection hole improved to effectively take a large cross-sectional area of a grout material passage formed in the washer with the grout material injection hole while avoiding a lowering of strength of the washer, and furthermore effective in reducing the height of the washer itself.
SOLUTION: The washer 7 with the grout material injection hole is installed between a base plate 2 and a clamping nut 8 screwed with the head of an anchor bolt 5 installed at a steel-framed exposed type column base part. A recess 16 with its cross section enlarged downward in an approximately arch shape is formed at the lower part of a through hole 12 of the anchor bolt 5, and the recess 16 and the grout material injection hole 13 communicate with each other through a supply passage 17. Further, the inner diameter of a lower edge part 18 of the recess 16 is formed almost equal to a distance between the side face flat parts of the nut 8.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有改善的灌浆材料注入孔的洗衣机，以有效地使用在灌浆材料注入孔中形成在垫圈中的灌浆材料通道的大截面积，同时避免强度降低垫圈，并且还有效地降低了垫圈本身的高度。解决方案：具有灌浆材料注入孔的垫圈7安装在基板2和螺钉与固定螺栓5的头部螺纹连接的夹紧螺母8上，该锚固螺栓5安装在钢框架的暴露型柱基部上。在锚定螺栓5的通孔12的下部形成有大致拱形的其横截面向下扩大的凹部16，凹部16和灌浆材料注入孔13通过供给通路此外，凹部16的下边缘部分18的内径形成为几乎等于螺母8的侧面平坦部分之间的距离。版权所有（C）2005，JPO＆NCIPI

30. 发明专利

JP2000345567A ANCHOR-BOLT FIXING DEVICE 失效
公开(公告)号：JP2000345567A
公开(公告)日：2000-12-12
申请号：JP16052799
申请日：1999-06-08
申请人： OKABE CO LTD
发明人： UNNO TAKASHI , YOKOYAMA SHINICHI
IPC分类号： E02D27/00
摘要： PROBLEM TO BE SOLVED: To facilitate stock control and transport by reducing the size of members, to bring an anchor-bolt fixing device to a weld-less state for a low cost and to ensure the accuracy of installation and rigidity in spite of the weld- less state. SOLUTION: In the anchor-bolt fixing device, bolts 5 are inserted into the bolt through-holes of a plurality of frame bases 1 in fixed length and the lower end sections of frame posts 2 are clamped, a supporting base 90 is assembled by the frame bases and the frame posts, anchor bolts 7 are provided droopingly from the upper end sections of the frame posts, and a template 8 is fixed at the upper end sections of the anchor bolts. Assembling notches are formed to the frame bases, and may also be constructed in a parallel cross shape.

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