中国建筑标准设计研究院出版的“混凝土结构施工 96Ｇ10 1”第 3 2页等处标注的框架梁端部钢筋锚固长度 ,其中水平段锚固长度“≥ 0 4 5ＬａＥ” ,(见图1)。本人的意见是否可以改为“0 5ＬａＥ” ,因为有以下几个方面的益处(图中ｄ为钢筋直径、下同 )。首先是增加了水平段的 The anchorage length at the end of the frame beam marked by “Construction of Concrete Structures 96G10 1”, etc., as published by China Building Standard Design and Research Institute, where the horizontal section anchorage length is “≥ 0 45LaE” (see Figure 1). My opinion can be changed to “0 5LaE”, because of the following aspects of the benefits (Figure d is the bar diameter, the same below). The first is to increase the level of the paragraph