CAJ | 학술논문

预应力桥梁施工中,孔道压浆质量差,导致预应力桥梁上部构造预应力过早损失,预应力筋过早锈蚀,结构开裂损坏影响结构的耐久性。通过对预应力桥梁结构纵向、横向、竖向预应力孔道压浆的各个环节进行试验,规范操作,最终取得较好效果。
예응력교량시공중,공도압장질량차,도치예응력교량상부구조예응력과조손실,예응력근과조수식,결구개렬손배영향결구적내구성。통과대예응력교량결구종향、횡향、수향예응력공도압장적각개배절진행시험,규범조작,최종취득교호효과。
The prestressed bridge construction, duct grouting of poor quality, leading to premature prestress prestressed bridge superstructure damage, premature corrosion of tendons, structural cracking damage, affecting the durability of the structure. Prestressed bridge structures on vertical, horizontal, vertical duct grouting of all aspects of prestressed concrete strict requirements and standards, achieve better re- sults.