[請益] SRC柱箍筋綁紮
各位好
目前現場遭遇SRC柱箍筋綁紮問題..
http://0rz.tw/mdIjb
如上圖所示，因現場施工因素無法用兩135度彎鉤綁紮
現場欲利用兩L型鋼筋，一邊135度，一邊90度....
請教各位有是否有相關意見..
參考http://w3.cpami.gov.tw/ref3/a4.htm 4.3.5所述，
一邊135度，一邊90度適用於非塑性區..若在塑性區，是否
1.90度部份電銲??
2.90度彎鉤利用柱搭接長度交代
抑或有其它方式解決??
(另請問SRC柱塑性區區域為何??)
煩請各位給些意見，謝謝..
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