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1)  hollow wall
夹墙
2)  wall covered with mud
墙体夹泥
3)  cavity wall
夹心墙
1.
The aseismic behavior of cavity walls is studied through 3D finite element method in this paper.
本文采用三维有限元方法对夹心墙体进行抗震性能分析,通过计算结果与实验结果对比,确定合理的计算模型,对夹心墙体进行数值模拟计算、分析了墙体抗震性能、内外叶墙体参与工作情况及应力分布,研究了拉接筋的拉接率对墙体影响。
2.
The failure modes and deformation behavior as well as the actions of bar connectors of insulating cavity walls have been studied by low cyclic loading test of nine cavity wall and three solid wall specimens in this paper.
本文通过 9片不同拉接筋间距的多孔砖保温夹心墙体及 3片多孔砖实心墙体的低周期反复荷载下的拟静力试验 ,分析研究了不同构造墙体的破坏形态、变形性能、拉接件的作用 ,建议了该种墙体的开裂荷载与极限荷载的计算公式。
3.
In order to solve corrosion resistance problem of the steel tie for cavity walls and study its bond behavior and anchorage performance,plastic steel ties were designed and made.
目的解决夹心墙用拉结件的耐腐蚀性问题并研究其黏结、锚固性能。
4)  sandwich wall
夹板墙
5)  middle-rock wall
中夹岩墙
1.
For small clear space tunnel,because the width of middle-rock wall is as small as 5 to 7 m,the loosening zone of two tunnels could be overlaid during the process of construction which results a large vertical displacement of middle-rock wall and leads to the augment of span of slumping arch and stress raising of th.
塌落拱的高度一般在3~4m(隧道宽度15m),小净距隧道中夹岩墙宽度只有5~7m,在施工过程中,2个隧道的松动圈会出现重叠,使中夹岩墙产生较大的垂直向下位移,从而增加了塌落拱的跨度,中夹岩墙上部的应力相应增加。
6)  brick wall covered with concrete
夹板墙筒
补充资料:夹墙
1.两座距离很近﹑中间有狭窄道路的墙壁。
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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