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1)  no bond tensioning
无粘结纲筋的后预应力
2)  unbonded tendons
无粘结预应力筋
1.
Effects of corrosion of the unbonded tendons on the mechanical behavior of the tendons and bearing capability of the structure are discussed.
无粘结预应力混凝土结构的耐久性问题是无粘结预应力结构使用的关键问题,但是目前对无粘结预应力筋的防腐蚀研究还不完善,有待于深入和发展。
2.
The embedment of unbonded tendons,the calculation of elongation value,the key points in construction of swimming anchor angle tension and so on are introduced,providing a reference for relevant construction.
详细介绍了无粘结预应力筋的预埋方法、伸长值的计算方法以及游动锚变角张拉的施工要点等,为相关施工提供了参考。
3)  unbonded prestressed tendons
无粘结预应力筋
1.
Characteristics and applications of equivalent loads in unbonded prestressed tendons;
无粘结预应力筋等效荷载的特性与应用
4)  unbonded prestressing CFRP tendons
无粘结预应力碳纤维筋
1.
The flexural behavior of partially prestressed concrete beams with unbonded prestressing CFRP tendons and epoxy coated steel bars is investigated,and the full-range tests are loaded for 8 beams until the failure.
在实测碳纤维筋应力增量的基础上,提出了无粘结预应力碳纤维筋极限应力的经验计算公式,给出了碳纤维筋无粘结部分预应力混凝土梁的短期刚度及裂缝宽度的算法。
5)  un-adhered prestressed concrete
无粘结预应力钢筋砼
1.
The construction technology of un-adhered prestressed concrete of the middle sediment pond at the Herdongs sewege plant;
污水处理厂中沉池无粘结预应力钢筋砼的施工方法探讨
6)  unbonded prestressed CFRP tendon
无粘结预应力CFRP筋
补充资料:瘦筋筋
1.见"瘦精精"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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