枕梁的英文

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"枕梁"怎么读用"枕梁"造句

英文翻译手机版

sleeper beam

"枕"英文翻译 pillow block
"梁"英文翻译 beam
"承材, 枕梁" 英文翻译 : corbel
"后枕梁" 英文翻译 : bridge
"摆动杆枕梁" 英文翻译 : swing link bolster
"用枕梁支承" 英文翻译 : needle
"枕梁腹板" 英文翻译 : body bolster diaphragm
"枕梁盖板" 英文翻译 : body bolster cover
"枕梁扣弦钉" 英文翻译 : bridge &nut pins
"枕冷衾寒" 英文翻译 : cold pillow and cold quilt -- lonely, with no bedfellow; loneliness in bed; a strong sense of loneliness at night; feel cold and lonely while lying in bed alone
"枕块寝苫" 英文翻译 : mourning for one's parents
"枕块" 英文翻译 : pillow
"枕鳞" 英文翻译 : occipital squama
"枕距护木" 英文翻译 : bond timber
"枕鳞的" 英文翻译 : squamo-occipital
"枕距规" 英文翻译 : distance gage for sleepers; distance gauge for sleepers; distance-gauge for sleeper

例句与用法

Body bolster diaphragm
枕梁腹板
Body bolster cover
枕梁盖板
Synthesized the domestic and international current result , the paper presents the geogrids and flexible beams treating technology to ravel out the distress of the longitudinal cracks
综合国内外现有成果，本文提出了土工格栅及柔性枕梁等处治措施，从深层次解决青藏公路纵向裂缝的危害问题。
In this paper , the geogrids structure , the flexible beams strucrure , the geogrids and flexible beams structure are analysed with algor , and it is used to analys the influence of some paramenters . such as the modulus of structural layers , size of structure , place of structure , non - uniform settlements . and the contrast of the three structures is analysed in this paper . we can see the reasonable size and reasonable place through analyse . the analyse of the test road show that the structures worked well for about two years and the reflection cracks have not be found
本文首先借助algor有限元软件对土工格栅处治结构、柔性枕梁处治结构及土工格栅与柔性枕梁复合结构进行了力学分析，包括各结构层模量影响规律分析，格栅及枕梁尺寸、位置影响规律分析，路基不均匀变形影响规律分析，各种处治结构间的对比分析等。通过分析，得出了各结构的合理尺寸及合理的布设方案。
According to the theory , the method of using half - rigid pile reinforce the embankment below the corbel of the approach slab which form a composite foundation and realize rigidity gradation , is put forward in this paper and the formula to calculate pile - soil stress ratio in light of visic curvity expansive theory is also deduced here which can be used in design
应用这一理论，本文提出了采用半刚性挤密桩复合地基加固桥头搭板枕梁下路堤实现，路、桥的刚柔过渡方法。针对低强度半刚性挤密桩计算理论的现状，本文应用魏西克( visic )扩孔理论推导了计算桩土应力比的理论公式，可供设计阶段采用。