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    • 2. 发明专利
    • Column-beam joint structure of wooden building, and column-beam joint metal for use in it
    • 木结构的柱梁接头结构和用于其中的柱梁接头金属
    • JP2007303249A
    • 2007-11-22
    • JP2006135687
    • 2006-05-15
    • Akita Glulam KkNakamura TsutomuOkabe Co LtdToyama 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
    • NAKAGAWA KENICHIABE KEIICHIYOKOYAMA SHINICHISATOMURA NORIMITSUKIKUSHIMA YOSHIHIKO
    • E04B1/26E04B1/58F16B7/04F16B7/18
    • PROBLEM TO BE SOLVED: To rationally increase the jointing strength of a column-beam joint, without deteriorating constructibility due to an excessively large shape of a joint metal itself and an increase in weight, by eliminating the problem of bending moment based on eccentricity between the axial centers of external forces acting on the respective joint metals installed on a column material and a beam material.
      SOLUTION: A joining axial center (the axial center of a female screw 3), which joins a column-side joint metal 1 to the column material, and a joining axial center (the axial center of a female screw 4), which joins a beam-side joint metal 2 to a beam material, are almost collinearly positioned. The height of the center of a meshing part, which is composed of rack-like irregular parts formed on the joint surfaces of the joint metals 1 and 2, almost corresponds to the heights of the axial centers (the axial centers of the female screws 3 and 4) which joins the joint metals 1 and 2 to the column material or the beam material.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了合理地提高柱梁接头的接合强度,通过消除基于矩形接头的弯矩的问题,由于接头金属本身的形状过大而重量的增加,结构性不会劣化 作用在安装在柱材料上的各个接头金属的外力的轴向中心与梁材料之间的偏心度。 解决方案:将柱侧接头金属1与柱材料接合的接合轴向中心(内螺纹3的轴向中心)和接合轴心(内螺纹4的轴心) 其将梁侧接合金属2连接到梁材料上,几乎共线定位。 由形成在接头金属1,2的接合面上的齿条状的不规则部构成的啮合部的中心高度几乎对应于轴心的高度(内螺纹3的轴心) 和4),其将接头金属1和2连接到柱材料或梁材料。 版权所有(C)2008,JPO&INPIT
    • 5. 发明专利
    • Joint structure of wood member
    • 木材联合结构
    • JP2008202252A
    • 2008-09-04
    • JP2007037148
    • 2007-02-16
    • Akita Glulam KkNakamura TsutomuOkabe Co LtdToyama 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
    • NAKAGAWA KENICHIABE KEIICHIYOKOYAMA SHINICHISATOMURA NORIMITSUKIKUSHIMA YOSHIHIKO
    • E04B1/58E04B1/26
    • 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
    • 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
    • 6. 发明专利
    • Column-beam joint structure of wooden building, and column-beam joint metal for use in it
    • 木结构的柱梁接头结构和用于其中的柱梁接头金属
    • JP2007303250A
    • 2007-11-22
    • JP2006135688
    • 2006-05-15
    • Akita Glulam KkNakamura TsutomuOkabe Co LtdToyama 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
    • NAKAGAWA KENICHIABE KEIICHIYOKOYAMA SHINICHISATOMURA NORIMITSUKIKUSHIMA YOSHIHIKO
    • E04B1/26E04B1/58F16B7/04F16B7/18
    • PROBLEM TO BE SOLVED: To provide a column-beam joint technique which brings about a contrivance for arranging a fixing implement for maintaining a meshed and connected state of an irregular part formed on a joint surface of a column-beam joint metal for joining a column material and a beam material together, which exerts a sufficient holding action while suppressing the plate thickness of the joint metal, and which effectively reduces the weight and material cost of the joint metal itself.
      SOLUTION: In this column-beam joint structure of a wooden building, the column material and the beam material are joined together by means of the column-side joint metal 1 joined to the side of the column material, and the beam-side joint metal 2 joined to the side of the beam material, via a meshing connection means composed of the irregular parts formed on the joint surfaces of the joint metals 1 and 2. The meshed state of the irregular parts is maintained by means of fixing implements 10 and 11 which pass through a joint between inclined parts 5 and 6 which form the irregular part.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种柱梁接头技术,该技术带来设置用于保持形成在柱梁接头金属的接合表面上的不规则部分的网状连接状态的固定工具的设计, 将柱材料和梁材料结合在一起,其在抑制接合金属的板厚的同时发挥足够的保持作用,并且有效地降低接头金属本身的重量和材料成本。 解决方案:在木建筑物的这种梁 - 梁接头结构中,柱材料和梁材料通过连接到柱材料侧面的柱侧接头金属1接合在一起, 通过由形成在接合金属1和2的接合表面上的不规则部分构成的啮合连接装置连接到梁材料的侧面的侧面接头金属2.不规则部分的啮合状态通过固定工具 10和11通过形成不规则部分的倾斜部分5和6之间的接头。 版权所有(C)2008,JPO&INPIT
    • 9. 发明专利
    • Column and beam joint structure and method in wooden buildings
    • 木建筑物中的柱和梁接头结构和方法
    • JP2006177088A
    • 2006-07-06
    • JP2004372884
    • 2004-12-24
    • Akita Glulam KkNakamura TsutomuOkabe Co LtdToyama 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
    • NAKAGAWA KENICHIKIKUSHIMA YOSHIHIKOAOYANAGI HISAJI
    • E04B1/26E04B1/58
    • PROBLEM TO BE SOLVED: To make it possible to easily connect metal joint fittings between a column and a beam without opening any large thru hole in the column requiring a wide penetration work space, and accurately and safely determine relative positional relation between the beam and the column to be joined together.
      SOLUTION: At least one of the metal joint fittings 2 on the upper part of the beam G provided along an upper notch 3 formed at the end of the beam G and the metal joint fittings 1 on the upper part of the column C protruding at a joint position with the beam G has a tilted face 2c tilted toward the column C or beam G in the longitudinal direction of the beam G. The column C and the beam G are joined together by fixing other connection metal fitting 3 with an approximately inverse tilted face to this tilted face 2c over these two metal joint fittings 2 and 1 on the respective upper parts of the beam and column for connecting these tilted faces together in compression.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为了能够容易地在柱和梁之间连接金属接头接头,而不需要在柱中需要宽的穿透工作空间的任何大的通孔,并且准确和安全地确定 梁和柱要连接在一起。 解决方案:沿着形成在梁G的端部处的上切口3和柱C的上部的金属接头配件1沿梁G的上部的金属接头配件2中的至少一个设置 在与梁G的接合位置处突出的具有在梁G的纵向方向上朝向柱C或梁G倾斜的倾斜面2c。通过将其它连接金属配件3固定在一起,将柱C和梁G连接在一起 在这两个金属接头配件2和1上,在梁和柱的相应上部部分上的这个倾斜面2c大致相对倾斜的面,用于将这些倾斜面压缩在一起。 版权所有(C)2006,JPO&NCIPI