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    • 3. 发明专利
    • Reinforcing structure of ligneous horizontal member
    • 增强水平水平构件的结构
    • JP2008261161A
    • 2008-10-30
    • JP2007105193
    • 2007-04-12
    • Sekisui House Ltd積水ハウス株式会社
    • HIJIKATA KAZUMIHIRAMATSU TETSUOTSUJIMOTO NAOKOUTSUNOMIYA SHINJI
    • E04C3/16E04B1/26
    • E04C3/145
    • PROBLEM TO BE SOLVED: To provide a reinforcing structure of a ligneous horizontal member effectively enhancing strength performance of the ligneous horizontal member having a through-hole.
      SOLUTION: The reinforcing structure is obtained by bonding reinforcing plates 5, 5 onto both side faces 2, 2 of the ligneous horizontal member 1 and around the through hole 3, respectively. Each of the reinforcing plates 5, 5 comprises a main body part 6 having an opening 8 corresponding to the through-hole 3, and a plurality of engaging parts 7 etc. formed in a plurality of positions of the main body part 6. Each of the engaging parts 7 etc. has a plurality of claws 11, 11 breaking into a side face 2 of the wooden horizontal member 1 in a manner of sandwiching crack positions 20 etc. of the ligneous horizontal member 1 of which the cracks extend radially from the through-hole 3.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种木质水平构件的增强结构,其有效地增强了具有通孔的木质水平构件的强度性能。 解决方案:通过将加强板5,5分别粘接在木质水平构件1的两个侧面2,2上并且在通孔3周围分别获得加强结构。 每个加强板5,5包括具有对应于通孔3的开口8的主体部分6和形成在主体部分6的多个位置中的多个接合部分7等。每个 接合部7等具有多个爪11,11,其以夹着木质水平构件1的裂纹位置20等的方式分解成木制水平构件1的侧面2,裂缝位置20等于裂缝从径向向外延伸 通孔3.版权所有(C)2009,JPO&INPIT
    • 4. 发明专利
    • Truss framework member
    • TRUSS框架会员
    • JP2008063829A
    • 2008-03-21
    • JP2006243010
    • 2006-09-07
    • Sakawa:Kk株式会社サカワ
    • SAKAWA MASAKI
    • E04B1/58E04B1/19E04C3/16
    • E04B1/1906E04B2001/1933E04B2001/1945E04B2001/196E04B2001/1984
    • PROBLEM TO BE SOLVED: To provide a truss framework member capable of tightly tightening a wooden truss material into a glove joint without causing its loosening and retightening it even when error occurs in the wooden truss material due to changes of temperature and humidity to prevent occurrence of play in a framework.
      SOLUTION: This truss framework member is composed of the wooden truss material 1, bar-like hardware 2 inserted and fixed in an insertion hole drilled on an end face of the truss material 1, and a joint fitting 3 having two bolts and fixed on the end face of the truss material 1 by screwing the bolt on one side into a female screw hole 9 formed in the bar-like hardware 2 to join the truss material 1 with the glove joint by screwing the bolt on the other side into the glove joint. A plurality of pin holes 6 for driving a drift pin 8 into the truss material 1 are formed by passing through the insertion hole 5 laterally. Pin holes 7 corresponding to the pin holes 6 are formed in the bar-like hardware 2, and the pin hole 7 in the bar-like hardware 2 is formed larger than the pin hole 6 in the truss material.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种桁架框架构件,其能够将木桁架材料紧密地收紧到手套接头中,而不会使其松动和重新紧固,即使由于温度和湿度的变化,木桁架材料中的错误发生到 防止在框架中发生游戏。 解决方案:该桁架框架构件由插入并固定在桁架材料1的端面上的插入孔中的木制桁架材料1,棒状的硬件2和具有两个螺栓的接头配件3和 通过将一侧的螺栓拧入形成在棒状硬件2中的内螺纹孔9中,将桁架材料1的端面固定在桁架材料1的端面上,以将桁架材料1与手套接头通过将另一侧的螺栓拧入 手套关节。 用于将漂移销8驱动到桁架材料1中的多个销孔6通过横向穿过插入孔5而形成。 在棒状硬件2中形成与针孔6对应的销孔7,并且在棒状硬件2中的销孔7形成为大于桁架材料中的销孔6。 版权所有(C)2008,JPO&INPIT
    • 5. 发明专利
    • Truss structure
    • TRUSS结构
    • JP2007262682A
    • 2007-10-11
    • JP2006085820
    • 2006-03-27
    • Tn Facilities:Kk有限会社ティーエヌファシリティーズ
    • TSUTSUI NOBUYUKI
    • E04B1/58E04C3/16
    • PROBLEM TO BE SOLVED: To provide a truss structure for joining two panel points to each other using inexpensive screws for general purposes.
      SOLUTION: This truss structure comprises panel points, a truss member, and an attachment for connecting the panel points with the truss member. The attachment comprises a first screw member projecting from the panel points, a second screw member projecting from the truss member, and a third screw member threadably fitted to the first and second screw members. When the third screw member is screwed into the first screw member or the support end of the second screw member, an interval is formed between the end of the screw member in which the third screw member is screwed and the screw member in which the third screw member is not screwed.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种桁架结构,用于将两个面板点彼此连接,使用廉价的螺丝进行一般目的。 解决方案:该桁架结构包括面板点,桁架构件和用于将面板点与桁架构件连接的附件。 所述附件包括从所述面板点突出的第一螺钉构件,从所述桁架构件突出的第二螺钉构件和可螺纹地装配到所述第一和第二螺钉构件的第三螺钉构件。 当第三螺钉构件拧入第一螺纹构件或第二螺钉构件的支撑端时,在螺钉构件的螺纹构件的螺纹部件的端部与螺钉构件之间形成间隔,在该螺钉构件中,第三螺钉 会员没有拧紧。 版权所有(C)2008,JPO&INPIT
    • 7. 发明专利
    • WORK EXECUTION METHOD FOR BUILDING STRUCTURAL BODY USING WOODEN BLOCK
    • JPH10169078A
    • 1998-06-23
    • JP34064696
    • 1996-12-04
    • MATSUBARA HIDEO
    • MATSUBARA HIDEO
    • E04B2/56E04B1/02E04B2/02E04B5/00E04B5/14E04C1/00E04C2/38E04C3/04E04C3/08E04C3/16E04C3/28E04C3/292
    • PROBLEM TO BE SOLVED: To keep the safety of work by executing the work of building a structural body from the interior side thereof while using wooden blocks consisting of an I-type block, an L-type block, a T-type block, a cross-type block, a girder block used for a beam in common, a joint fitting, a roof truss block and the like. SOLUTION: An I-type block and an L-type block are laid side by side on the upper surface of a foundation 1A, and jointed to each other with bolts. A joist support 1B is thereby formed along depthwise and lateral directions. A girder block 7 used as a beam in common is jointed to the interior side of the joist support 1B with bolts so as to lay the first floor beam 1C, and a roof panel used for a floor in common is laid on the upper surface of the first floor beam 1C, thereby forming the first floor. Then, the I-type block and the L-type block are stacked upward on top of the joist support 1B, using the first floor as a scaffold, and jointed to each other with bolts, thereby forming the first floor wall 1E. Also, the L-type block and the girder block 7 used for a beam in common are laid side by side on top of the first floor wall 1E and jointed to each other with bolts, thereby forming the second floor girder 1F. Thereafter, the second floor beam 1G is formed inside the second floor girder 1F. According to this construction, a work can be executed, using a simple scaffold.