现介绍一种现浇钢筋混凝土柱预留插筋的施工方法。1.构造见图1,在柱子箍筋上捆绑好插筋,插筋制作成“(?)”形,对“(?)”形插筋的下部,用双股长约70～50毫米的扎丝,约束在柱子箍筋上,防止左右较大范围摆动。插筋上部“B”的尺寸为柱子的宽度。 Now we introduce a construction method for cast-in-place reinforced concrete columns with reserved ribs. 1. The structure is shown in Fig. 1. The ribs are trussed on the column stirrups and the ribs are made into a “(?)” shape. The lower part of the “(?)” shape is about 70 inches long. The ~50 mm wire is restrained on the stirrups of the column to prevent swinging in the larger range. The size of the upper part of the ribs “B” is the width of the column.