梁、板的受力钢筋因长度不够需要搭接,根据以往的施工经验,我们单位的技术人员都认为只能采用焊接,而不能绑扎搭接。后来翻阅《混凝土结构设计规范》(GBJ10—89)时,发现第6.1.10条规定:“当受力钢筋直径d>22毫米时,不宜采用非焊接的搭接接头。”由此可 Due to the lack of length, the reinforcement steel beams and plates need to be overlapped. According to past construction experience, the technicians in our company believe that only welding can be used instead of lapping. Later, when we read “Specifications for Design of Concrete Structures” (GBJ 10-89), we found that Article 6.1.10 states: “When the strength of the rebar is less than 22 mm, unwelded lap joints should not be used.”