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NATM 1 Structure of joints of the steel beams in the upper and lower ground reinforcing shear force with the combination of projection and acceptance plate in the NATM

机译:Natm 1在上下地和下地面加强剪切力中的钢梁接头的结构,并在Natm中的突起和验收板的组合

摘要

In the NATM method, the present invention is fastened by means of a symmetrical pre-fastening bolt with respect to the joint part of the steel support member, but at this time, the structure is stable with respect to the bending moment of the ground force, but there is a shortage of the shear force, and the shortage of the shear area While the size is less than or equal to the size of the shear area of the one fastening bolt, on the premise of the pre-fastening bolts of the symmetric structure, in the state that the pre-fastening bolts are maintained, only the “one set of additional fastening bolts” of the symmetric structure It is an invention that enables efficient and economical expansion and reinforcement for the shortfall in shear area by a simple structure by forming a shear reinforcement part.
机译:在NATM方法中,本发明通过对称的预紧固螺栓相对于钢支撑构件的关节部分固定,但此时,该结构相对于接地力的弯矩稳定 ,但是剪切力短缺,并且剪切区域的短缺,而尺寸小于或等于一个紧固螺栓的剪切区域的剪切区域的尺寸,在预紧螺栓的前提下 在保持预紧固螺栓的状态下,仅仅是对称结构的“一组附加紧固螺栓”,它是一种发明,其能够通过简单的剪切区域的短缺来实现高效且经济的膨胀和增强件 结构通过形成剪切钢筋部分。

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