山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
12期
37-38
,共2页
混杂纤维%混凝土方柱%轴心受压%强度
混雜纖維%混凝土方柱%軸心受壓%彊度
혼잡섬유%혼응토방주%축심수압%강도
hybrid fiber%concrete square column%axial compression%strength
采用碳纤维布、玻璃纤维布、芳纶纤维布层间混杂加固混凝土方形短柱,就不同加固类型柱体的极限承载力进行对比试验,结果表明混杂纤维的协调匹配能够充分发挥不同纤维的优势,扬长避短,提高承载力,降低成本。
採用碳纖維佈、玻璃纖維佈、芳綸纖維佈層間混雜加固混凝土方形短柱,就不同加固類型柱體的極限承載力進行對比試驗,結果錶明混雜纖維的協調匹配能夠充分髮揮不同纖維的優勢,颺長避短,提高承載力,降低成本。
채용탄섬유포、파리섬유포、방륜섬유포층간혼잡가고혼응토방형단주,취불동가고류형주체적겁한승재력진행대비시험,결과표명혼잡섬유적협조필배능구충분발휘불동섬유적우세,양장피단,제고승재력,강저성본。
The study adopts the hybrid reinforced concrete square columns with the carbon fiber sheet,the glass fiber and the aramid fiber reinforced plastic sheets,undertakes the comparative experiments on the ultimate loading capacity of columns with various reinforced types,and proves by the result that the coordinative matches of the hybrid fiber can fully exert the advantages of the different fibers,improve the loading capacity and lower the cost.
