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CONNECTING METHOD FOR BEAM MAIN-REINFORCEMENT FOR PRECAST BEAM AT JOINT SECTION

机译:节段预梁的梁主筋连接方法

摘要

PURPOSE:To facilitate the execution of work by connecting the one end of a connecting iron rod temporarily to a first beam main-reinforcement via a connecting sleeve, to weld the other end of the iron rod to a second beam main-reinforcement, and after that, by filling up the connecting sleeve with mortar for main connection. CONSTITUTION:The one end 15A of a connecting iron rod 15 thrust through a penetration hole 11A4 bored through the web section 11A3 of a column steel frame 11A at a joint section 16, and the end section 12B1 of the beam main- reinforcement 12B of a first precast beam 12 are temporarily connected to each other via a connecting sleeve 14. After that, the other end 15B of the iron rod 15 is fixed to the end section 13B1 of the beam main-reinforcement 13B of a second precast beam 13 by welding. After that, the connecting sleeve 14 is filled up with mortar, and the one end 15A of the iron rod 15 is mainly connected to the end section 12B1 of the beam main-reinforcement 12B via the sleeve 14. As a result, the execution of work can be facilitated.
机译:目的:为便于执行工作,将一根连接的铁杆的一端通过连接套筒临时连接到第一根主梁,将铁杆的另一端焊接到第二根主梁上,然后通过用砂浆填充连接套筒进行主连接。组成:一根连杆15的一端15A推入一个贯通孔11A4,该贯通孔在连接部分16处穿过圆柱钢框架11A的腹板部分11A3,而连接梁15的梁主加强件12B的末端部分12B1第一预制梁12通过连接套筒14临时彼此连接。之后,通过焊接将铁棒15的另一端15B固定至第二预制梁13的梁主加强件13B的端部13B1。 。之后,用砂浆填充连接套筒14,并且铁棒15的一端15A主要通过套筒14连接到梁主加强件12B的端部部分12B1。可以促进工作。

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