首页> 外国专利> Method of improving oblique direction load or shear load resistance of skeletal block assembly structure and creep resistance method for improving block skeleton, skeleton block assembly structure, skeletal block

Method of improving oblique direction load or shear load resistance of skeletal block assembly structure and creep resistance method for improving block skeleton, skeleton block assembly structure, skeletal block

机译:改善骨架砌块组件结构的斜向载荷或剪切载荷抵抗力的方法以及改善骨架砌块骨架的抗蠕变性的方法,骨架砌块组装结构,骨架砌块

摘要

Base plates (3) are rectangular plate members. Supports (5) rise toward the base plates (3) on one side. A pair of base plate-side engaging sections (7) with which supports engage is provided to the base plate (3) at portions thereof at which the supports (5) are not provided. The engaging sections (7) correspond to the shape of the tips of the supports (5), and the tips of the supports (5) and the engaging sections (7) can be engaged with each other. The engaging sections (7) are portions in which engaging holes, engagement receiving sections, etc. corresponding to the tips of the supports are formed. Each support (5) is a tapered column having a circular truncated conical shape tapered from the base plate (3) toward the tip of the support at an angle ? in the range from 2° to 6°. The wall thickness (R) of the support (5) at the tip thereof at a position directly under a bend section (27a) at the tip is greater than the wall thickness (Q) of the base bottom section located at the lower end of the support (5). It is preferable that R is, for example, 1.2 or more times greater than Q.
机译:基板(3)是矩形板构件。支撑件(5)朝一侧的基板(3)升高。在基板(3)的未设置支撑部(5)的部分上设置有与支撑部卡合的一对基板侧卡合部(7)。接合部(7)对应于支撑件(5)的末端的形状,并且支撑件(5)的末端和接合部(7)可以彼此接合。接合部(7)是形成有与支撑件的尖端相对应的接合孔,接合接收部等的部分。每个支撑件(5)是锥形圆柱,其具有从圆锥形底板(3)朝向支撑件的末端以角度α成锥形的圆锥台形状。在2°至6°的范围内。支撑件(5)在其尖端的弯曲部分(27a)正下方的位置处的尖端处的壁厚(R)大于位于支撑件(5)下端的底部底部的壁厚(Q)。支持(5)。 R优选为例如Q的1.2倍以上。

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