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1)  Overall roadbed
整体式道床
2)  solid concrete roadbed
整体道床
1.
Constructional technique of special railway line solid concrete roadbed in Datong s grain depot under the Party Central Committee;
大同中直粮库铁路专用线整体道床施工技术
3)  monolithic track bed
整体道床
1.
Technical difficulties and construction measures of track connection of monolithic track bed are expatiated.
详细叙述整体道床拨接的技术难点和施工措施,介绍上海地铁1号线上海南站改造工程在国内首次实现了在不中断地铁运营的情况下整体道床拨接的情况。
2.
On Shanghai subway Line 9 and Guangzhou subway Line 4,long sleepers are embedded in monolithic track beds.
以上海城市轨道交通9号线和广州城市轨道交通4号线轨道工程为例,以长枕埋入式整体道床尤其是合成树脂岔枕道床为研究对象,结合工程施工实际,阐述长枕埋入式整体道床的施工技术,说明该技术科学合理,安全高效,确保施工的质量、进度,可降低工程成本。
3.
Laying turnouts into the existing monolithic track bed has been for the first time in China performed on Shanghai metro Line R1.
上海R1线首次在国内地铁既有线区间整体道床地段插入铺设道岔。
4)  monolithic roadbed
整体道床
1.
The study on the depth of no-sleeper monolithic roadbed;
无轨枕整体道床厚度研究
2.
The short-sleeper and long-lump monolithic roadbed construction technique;
长轨排法一次铺设整体道床无缝线路施工工艺
3.
Mechanics analysis for section of monolithic roadbed of railway tunnel;
铁路隧道整体道床横断面的受力分析
5)  integrated ballast bed
整体道床
1.
The Research of Bearing Space of Steel Rail on Elevated Integrated Ballast Bed of Urban Rail Transit;
城市轨道交通高架整体道床钢轨支承间距的研究
2.
In this paper, some approaches are made to adjust the track irregularity of integrated ballast bed by using the cubic spline for function curve fitting, and the method of how to reduce the maintenance under the premise of ensuring track profile smooth has been put forward.
用三次样条函数对调整整体道床轨面进行探讨 ,提出在保证轨面平顺的前提下 ,减小轨面调整作业量的方法。
6)  monolithic track-bed
整体道床
1.
A new theory based on uncertainty was introduced into the inspection and overhauling of monolithic track-bed.
将一种全新的基于不确定条件下的理论引入到无砟轨道混凝土整体道床的检测和大修中。
2.
Underlaying-track-method is adopted at the monolithic track-bed construction commonly.
整体道床施工普遍采用架轨法,通过优化施工工艺,推荐采用间隔插特制长铪枕的方法,从轨排自身锁定住轨底坡,预制长枕时轨底坡在承轨槽上设置。
补充资料:整体锻造式高压容器
分子式:
CAS号:

性质:这是用整体锻造炮筒的技术来制造的高压容器,筒体与法兰可整锻而出或用螺纹连接。锻造容器的质量较好,特别适合于焊接性能较差的高强钢所制造的超高压容器。锻造式高压容器一般直径为φ300~φ800,长度不超过12m。在锻造的筒节上也可采用焊接的方法将筒节与筒节、筒节与端部法兰或底部连接起来而组成的容器为锻焊式容器。

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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