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    • 4. 发明专利
    • Strength evaluation method of wood and repair diagnosing method of structure
    • 木材强度评估方法及结构修复方法
    • JP2010008258A
    • 2010-01-14
    • JP2008168618
    • 2008-06-27
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • KUSUNOKI TOSHIHIROKOBAYASHI NAGAHITO
    • G01N3/08G01N3/40
    • PROBLEM TO BE SOLVED: To obtain a strength evaluation method of wood which enables the evaluation of the compression strength of evaluation target wood, and a repair diagnosing method of a structure. SOLUTION: Average resistance values and compression strength values in interpenetration of a drill 22 are separately measured with respect to the test pieces cut from a plurality of woods: from these correlation data, the relational expression of the average resistance values and the compression strength values in interpenetration of the drill 22 into the woods is calculated. Next, the drill 22 of a resist graph 10 is interpenetrated in the evaluation target wood T and the average resistance value in interpenetration is set as an evaluated resistance value. Then, the compression strength value of the evaluation target wood is calculated on the basis of the evaluated resistance value and the preliminarily obtained relational expression. By this method, the compression strength of the evaluation target wood only cleared in the presence of a deteriorated place heretofore is evaluated. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:获得能够评估评估对象木材的压缩强度的木材的强度评估方法和结构的修复诊断方法。 解决方案:相对于从多个木材切割的试件分别测量钻头22的相互渗透中的平均阻力值和压缩强度值:根据这些相关数据,平均电阻值和压缩的关系表达式 计算钻头22进入木材的相互渗透的强度值。 接下来,将抗蚀剂图10的钻头22在评价对象木T中互穿,将相互渗透中的平均电阻值设定为评价电阻值。 然后,基于所评估的电阻值和预先获得的关系式来计算评价对象木材的压缩强度值。 通过这种方法,评价目前在评价对象木材的压缩强度仅在存在劣化处理的情况下才被清理。 版权所有(C)2010,JPO&INPIT
    • 5. 发明专利
    • Batten joint structure and batten joining method
    • 电池接合结构和电池接合方法
    • JP2010007436A
    • 2010-01-14
    • JP2008171532
    • 2008-06-30
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • KUSUNOKI TOSHIHIROKOBAYASHI NAGAHITO
    • E04B1/26E04B1/58
    • PROBLEM TO BE SOLVED: To provide a batten joint structure and a batten joining method that can suppress the degradation of rotating rigidity. SOLUTION: The batten joint structure 40 has a batten 18 inserted through a through-hole 16 formed in a column 12; a first wedge 20 driven between the through-hole 16 and the batten 18 from one side; a second wedge 22 driven between the through-hole 16 and the batten 18 from the other side; and a connection structure 38 connecting the driven first wedge 20 and second wedge 22. The connection structure 38 is composed of a bolt 28 and nuts 34, 36. When alternating applied force due to an earthquake is applied to the batten joint part and the first wedge 20 is about to slip out of the through-hole 16, for instance, the second wedge 22 is pulled in a driven direction by the connection structure 38 to restrain drop out from the through-hole 16, and the first wedge 20 and the second wedge 22 are held by the batten joint part. The degradation of rotating rigidity of the batten joint structure 40 is thereby restrained. COPYRIGHT: (C)2010,JPO&INPIT
    • 解决的问题:提供能够抑制旋转刚性劣化的板条接合结构和板条接合方法。 解决方案:板条接头结构40具有通过形成在柱12中的通孔16插入的板条18; 从一侧在通孔16和板条18之间驱动的第一楔20; 从另一侧在通孔16和板条18之间驱动的第二楔形件22; 以及连接被驱动的第一楔形件20和第二楔形件22的连接结构38.连接结构38由螺栓28和螺母34,36组成。当由于地震引起的交替施加的力施加到板条接头部分上时,第一 楔形件20即将从通孔16中滑出,例如,第二楔形件22由连接结构38沿着驱动方向被拉动以限制从通孔16脱落,并且第一楔形件20和 第二楔形物22由板条接合部分保持。 因此,能够抑制板条接头结构体40的旋转刚性的劣化。 版权所有(C)2010,JPO&INPIT
    • 10. 发明专利
    • LARGE-SIZED BUILDING EQUIPPED WITH SPACE PARTITIONING MEANS
    • JPH0762771A
    • 1995-03-07
    • JP23563393
    • 1993-08-27
    • TAKENAKA KOMUTEN CO
    • KANEKO HIROFUMIIWASA YOSHITERUKUSUNOKI TOSHIHIRO
    • E04B2/74E04B9/00E04H3/14
    • PURPOSE:To prevent the diffusion of noise and light by partitioning a high and wide large space to each desired space. CONSTITUTION:A number of driving-out/taking-up devices are arranged at a number of places on a large roof, and each suspending member 18 is connected with each- driving out/taking-up device, and an extensible/contractible type frame work 20 is installed on the ground 12, spectator's seat, etc., under the driving-out/taking-up device, and the suspending member 18 of the driving-out/taking-up device is connected in a demountable manner at the upper part of the extensible/contractible type frame work 20. The extensible/contractible frame work 20 is extended upwardly by pulling up the upper part of the extensible/contractible frame work 20 by the operation of the driving-out/taking-up device, and a partitioning wall is formed from the extensible/ contractible frame work 20 in extended state and a wall member 23 installed on the frame work 20. A ceiling 15A connected with the suspending member 18 of the driving-out/taking-up device is lowered to the nearly equal height to the upper end of the extensible/contractible frame work 20 in extended state. Accordingly, the oscillation of the partitioning wall 8 by wind, etc., can be prevented even if the inside space of a large-sized building is formed so as to permit the inflow of the atmosphere.