1) placing of reinforced bar in lining
衬砌配筋
2) lining
衬砌
1.
Construction technology of lining concrete in a certain diversion tunnel;
某导流隧洞衬砌混凝土施工技术
2.
The study on the influence on the behavior of insufficient thickness of roof lining in Baishanzui tunnel structure;
白山嘴隧洞顶拱衬砌厚度不足对结构性态影响研究
3.
Dynamic stress concentration of SH-waves by arc cracks near a circular lining;
SH波作用下弧形裂纹对圆形衬砌动应力集中系数的影响
3) liner
衬砌
1.
Analyzed the affect of the concrete hydration heat on distribution of temperature and stress field of artificial ice wall while excavating a pit and then pouring mass concrete liner after temperature field of artificial ice is forming.
研究了在人工冻土墙形成并达稳定温度场分布呈非线性后,基坑开挖并浇注大体积混凝土衬砌时,混凝土水化热对冻土墙温度场及其耦合应力场分布的影响,分析得出了在冻土墙温度场分布改变过程中,其与内衬共同作用应力场的变化规律。
2.
This paper focuses on studies of distribution of temperature field of artificial ice wall affected by heat transfer of concrete hydration while a pit excavating and then pouring mass concrete liner when temperature field of artificial ice wall is forming.
研究了在人工冻土墙形成并达稳定温度场分布呈非线性后 ,基坑开挖并浇注大体积混凝土衬砌时 ,混凝土水化热对人工冻土墙温度场分布的影响 ,分析得出了受影响区域内冻土墙被融化及重新冻结的过程 。
3.
It s not an ignoral problem that the effect of large temperature difference change on stress of tunnel liner during design and calculation of tunnel.
大温差变化对隧道衬砌受力的影响是隧道计算与设计中的一个问题。
4) tunnel lining
衬砌
1.
Study on analytical solution method of circular tunnel lining and surrounding rock stress;
圆形隧道衬砌与围岩应力的解析法研究
2.
In the light of the drawbacks met in the double-layer lining in soft rock strata,permanent tunnel lining by single-layer reactive powder shotcrete is studied by using numerical simulation and test.
通过试验和数值模拟分析,研究了隧道喷射活性粉末混凝土单层衬砌支护技术。
3.
By applying the method of mechanics and combined with the construction situation of railway tunnels,the analysis on the loading situation of the structure of the formworked concrete lining in the single track railway tunnel with the surrounding rock of above Ⅳ class has been put forward,and the comparisons with the actual situation of cracks on the tunnel lining are put forward also in this paper.
文章运用力学方法结合铁路隧道施工情况 ,对单线铁路隧道 类及以上围岩模筑混凝土衬砌结构受力情况进行了分析 ,并与衬砌裂纹实际情况进行了对照比较 ,阐明了衬砌微裂纹产生的原因 ,提出了避免裂纹产生的建
5) explosive lining
爆炸衬砌
1.
Influence of explosive enlargement and explosive lining on moisture content of soil;
爆炸成腔与爆炸衬砌对土体含水率的影响
2.
Using DYNA 2D commercial program, the change of displacements of mortar and soil with time during the explosive lining are analyzed by numerical simulation.
将爆炸衬砌简化为轴对称问题。
3.
Explosive lining process is numerically simulated by DYNA-2D finite element program, and the time history of stress distributions in the fluid mortar during explosive lining is analyzed.
应用DYNA-2D有限元程序,对爆炸衬砌过程中流态砂浆内的应力变化进行了数值模拟研究。
6) lining tunnel
衬砌隧洞
1.
Here in China in the field of engineering exploration we do not have feasible m ethods for drilling and sampling in lining tunnel.
但是 ,在衬砌隧洞内钻探和取样国内尚未有确实可行的方法。
参考词条
补充资料：瘦筋筋
1.见"瘦精精"。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。