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1)  abutment truncated cone banking
桥台锥坡
1.
The basis and method of traditiongal lofting of the curved of foundation abutment truncated cone banking are reformed,and a mathematic equation for the curved foundation of abutment truncated cone banking is put forward definitely.
对传统的桥台锥坡基础曲线的放样依据和方法进行了革新 ,明确地提出了桥台锥坡基础曲线的数学方程 ,并以实例说明了方程的应用方法。
2)  high abutment conical slope
高桥台锥坡
1.
0 Abutment Conical Slope in Vanadium Titanium Industrial Park of Pangzhihua City, sums up the experience and lessons of the pouring and reinforcing defeat, and puts forward the harnessing scheme combining the frame bridge with the anti-slip pile, which is an attempt to treat the disease of the high abutment conical slope in the bad geological sections.
该文分析了攀枝花市钒钛产业园区二号桥0号台锥坡沉陷滑移的原因,总结了注浆加固失败的经验教训,并提出框架桥与抗滑桩相结合的治理方案,是对不良地质地段高桥台锥坡病害治理的一种尝试。
3)  bridge abutment cone
桥台锥体
4)  taper revetment of bridge
桥梁锥形护坡
1.
The laying-out of taper revetment of bridge and curve beam of the skew bridge is very important in highway construction.
桥梁锥形护坡、曲线斜桥梁板等结构物的施工放样在公路施工中非常重要。
5)  truncated cone banking
锥坡
1.
Discussion on the truncated cone banking construction lofting and quantity calculation;
锥坡施工放样与工程量计算的探讨
6)  cone-frustums shell
锥台
1.
Structure of the cone-frustums shell and change of the parameters during hydro-bulging were introduced first.
 介绍了锥台式壳体胀球时的结构形式及成球后的参数变化情况,并通过理论分析得出了锥台式结构壳体液压胀形时壳体发生失稳起皱的原因,给出了圆锥台的节数、壳体的半径、壁厚及焊缝强度对壳体变形的影响关系,为采用锥台式结构胀球的壳体结构设计提供了一定的理论依据。
补充资料:柱,锥,台体体积公式

v台体=1/3h(s上+√(s下*s上)+s下)

当s上=s下时:

v柱=s*h

当s上=0时:

v锥=1/3s*h

都可根据台体体积推得."s上"为台体上体面,"s下"为台体下底面,"h"为高.

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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