1) floating strong back
活动强力垫板
2) moving bed
活动垫板
3) hyperergasia
[,haipərə'ɡeisiə]
活动力过强
4) plate reinforced
垫板加强
1.
Static tests on a tubular N-joint (JD-A), a plate reinforced tubular N-joint(JD-B), a tubular N-joint with concrete filled in chord (JD-C) and a tubular N-joint reinforced by both concrete and plate(JD-D) under the axial compression of brace and chord were carried out.
对承受支管轴力和主管轴力的N型圆钢管相贯节点(JD-A)、垫板加强节点(JD-B)、主管填充混凝土节点(JD-C)、主管填充混凝土和垫板加强节点(JD-D)试件进行了静力试验。
2.
An experimental study was carried out on a tubular N-joint,a plate reinforced tubular N-joint,a concrete filled tubular N-joint,and a N-joint reinforced by concrete and plate under the axial compression of brace and chord.
对承受支管轴力和主管轴力的N型圆钢管相贯节点、垫板加强节点、主管填充混凝土节点、主管填充混凝土和垫板加强节点试件进行了试验研究。
3.
Experiments on static behavior of a tubular N-joint(JD-A),a plate reinforced tubular N-joint(JD-B), a concrete filled tubular N-joint(JD-C) and a N-joint reinforced both by concrete and plate(JD-D) under the axial compressive stress on brace and chord were carried out.
对承受支管轴力和主管轴力的N型圆钢管相贯节点(JD-A),垫板加强节点(JD-B),主管填充混凝土节点(JD-C),主管填充混凝土和垫板加强节点(JD-D)试件进行了极限承载力试验。
5) reinforcement pad
补强垫板
补充资料：凹模壁厚及凹模垫板尺寸
型腔壁部投影面积 壁 厚， 毫 米
F， 厘米2 h1 h2 h3 h4 h5
<5 15~20 30~40 <=10 15~20 30~40
>5~10 20~25 40~50 10~15 20~25 40~55
>10~50 20~30 50~60 15~20 20~30 55~65
>50~100 30~35 60~75 20~25 30~40 65~70
>100~200 35~40 75~85 25~30 40~50 70~75
>200 >40 >85 30~35 50~60 >80
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条