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Withdrawal formation compound thing coupling system for transmission tower and other large-sized structures

机译:输电铁塔及其他大型结构的撤离地物复合物耦合系统

摘要

Pultruded composite members which interfit to form a rigid post and beam, or beam and brace, are adapted for use in heavy construction in such applications as bridges, buildings including high rise structures, ship deck and the like. Two pultruded shapes are used for the entire framework. A first member ordinarily serving as a beam is pultruded as a completely enclosed thick-walled I-beam with an internal channel which is formed with a continuous scalloped or toothed cross-section on both sides. The mating support member has a bifurcated end with outer sides configured to interlock with the sides of the internal channel of the I-beam. Access into the channel is provided by periodic windows milled into the beam at the precise entry points of the insertion member. The bifurcated end of the insertion member compresses adequately to be inserted into the channel of the cross-beam, where it expands such that the external teeth engage the scalloped walls of the I-beam and lock securely into place. A block is then positioned between the tines to prevent their closure so that a positive lock of extreme strength is provided between the two members.
机译:拉挤的复合构件相互配合形成刚性的柱和梁,或梁和支柱,适用于重型建筑,例如桥梁,包括高层建筑的建筑物,船甲板等。整个框架使用两种拉挤成型的形状。通常用作梁的第一构件被拉成完全封闭的厚壁工字梁,其内部通道在两侧均形成有连续的扇形或带齿的横截面。配合支撑构件具有分叉的端部,该分叉的端部的外侧构造成与工字梁的内部通道的侧面互锁。通过在插入构件的精确进入点处铣入梁的周期性窗口提供进入通道的通道。插入构件的分叉端充分压缩以插入到横梁的通道中,并在该通道中膨胀,以使外齿与工字梁的扇形壁接合并牢固地锁定到位。然后,将一个块定位在尖齿之间以防止其闭合,从而在两个构件之间提供极高的强度锁定。

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