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新规范的联结计算部分,对齿联结改动较大。现将修订情况扼要介绍如下,供使用参考。一、原规范存在的问题在验算齿联结受剪时,原规范引用下式确定其承载能力:T=m_(ck)R_(ck)~(cp)F_(ck) (1)式中 m_(ck)——剪切工作条件系数;
The joint calculation part of the new specification makes a large change to the tooth coupling. The amendments are briefly introduced below for reference. I. Problems with the original specification When the verification tooth was sheared, the original specification quoted the following formula to determine its carrying capacity: T=m_(ck)R_(ck)~(cp)F_(ck) (1) where m_(1) Ck) - shear coefficient of working conditions;