1) flexible retaining structure
柔性支挡结构
1.
Research purposes: This paper researches the distribution mode of the earth pressure on a cable anchor tied-back pile-slab wall flexible retaining structure on an embankment′s shoulder or slope.
研究目的:本文研究路肩(堤)式预应力锚索桩板墙柔性支挡结构的土压力分布规律。
2) flexible shoring
柔性支挡
3) flexible supporting structure
柔性支护结构
1.
The basic composition and characteristics of flexible supporting structure with prestressed anchors are introduced.
介绍了框架预应力锚杆柔性支护结构的基本构成和特点,基于简单圆弧滑动条分法建立了其整体稳定性安全系数模型,分析探讨了锚杆设计参数即锚杆锚固体直径、锚杆水平倾角、锚杆水平间距、锚杆竖向初始距离和锚杆竖向间距对支护结构稳定性的影响,对框架预应力锚杆柔性支护结构的设计和施工具有一定的参考价值。
4) retaining structure
支挡结构
1.
The time-dependent property of cohesive soil pressure of retaining structures;
支挡结构粘性土土压力的时变特性效应
2.
Calculation of earth load on landslide retaining structure based on planar sliding
从平面滑动思考滑坡支挡结构荷载计算
3.
Anchor anti-slide pile is regarded as a kind of retaining structures made up of anti-slide pile and anchor,at the same time,the anti-slide pile of this structure is also regarded as the beam laid on the elastic foundation and the tension of anchor is conducted as a concentrated force loaded on the pile.
将锚索抗滑桩看作由锚索和抗滑桩共同组成的支挡结构系统,同时,将其中的抗滑桩视为搁置在弹性地基上的梁,并将锚索拉力作为集中力加在抗滑桩上;应用初参数法分别建立了滑面上下基床参数为同一常数和滑面上下基床参数为不同常数时的计算锚索抗滑桩弯矩、剪力、挠度和转角的初参数公式。
5) supporting and retaining structure
支挡结构
1.
Through a few typical construction examples, the paper fully demonstrates effectiveness and advantage of cement clay mixing pile in supporting and retaining structure of foundation pit and sums up some successful experiences for reference and selection.
本文通过几个典型的工程实例 ,充分说明水泥土搅拌桩在基坑支挡结构工程中的有效性和优越性 ,并总结出几条成功经验 ,可供同行们参考选用。
6) supporting structure
支挡结构
1.
Theoretical analysis and engineering application of supporting structure of framed pre-stressed anchor bars;
框架预应力锚杆支挡结构的理论分析及工程应用
2.
Optimum design of grillage supporting structure with pre-stressed anchor bars on loess slope;
黄土边坡框架预应力锚杆支挡结构的优化设计
3.
Analysis and design of supporting structures on loess slope are very complicated problems.
黄土边坡支挡结构的分析与设计是工程设计的一大难题。
补充资料:第一工位挡料结构
多工位级进冲模的第一工位挡料结构有其特色,即能设置在任意需要的地点推出挡料销。在图1中的主要零件是挡料销和滑板。不需限位时,挡料销低于下模平面,需要时可推动滑板,通过前端斜面,使挡料销伸出下模平面实现挡料。
图1 第一工位挡料结构
1-下模 2-挡料销 3-滑板
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条