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《建筑工人》1999年第4期刊登了《框架结构填充墙预留拉结筋的施工》(以下简称《施工》文)和《框架柱与填充墙设拉结筋作法的改进》(以下简称《改进》文),两文对解决拉结筋预留难的问题提出了改进,但仍存在缺陷,特提出商榷。一、两文中存在的缺陷1.两文中预埋拉结筋的形式,对钢筋锚固十分不利。《施工》文
“Construction Workers” published in the 4th issue of 1999 “Construction of Retaining Tendons for Framed Infilled Walls” (hereinafter referred to as “Construction”) and “Improved Practices for Stretching of Frame Columns and Infilled Walls” (hereinafter referred to as “improvements”). In the “improvement” article), the two articles propose improvements to solve the problem of the difficulty in resolving Rachel reinforcements, but there are still defects and they are specifically asked for advice. Defects in the First and Second Articles 1. The form of pre-embedded buckwheat bars in the two articles is very unfavorable to the reinforcement of steel bars. Construction article