1) Gudongkou
古洞口
1.
Summary of Key Construction Technology for Gudongkou Rockfill Dam;
古洞口大坝关键施工技术
2.
Research of Scheme of Temporary Flood Control at Gudongkou Concrete Face Rockfill Dam;
古洞口面板堆石坝临时渡汛方案研究
2) Gudongkou Cascade Ⅱ hydropower station
古洞口Ⅱ级水电站
1.
For the parpose of generating electricity,the sediments at the front of the intake for Gudongkou Cascade Ⅱ hydropower station shall to be cleared effectively.
香溪河古洞口Ⅱ级水电站为发电需要要求进水口前淤积的泥沙进行有效的清除 。
3) hole
[英][həʊl] [美][hol]
洞口
1.
The ways how to design the holes of the transfer beam and of the shear wall,and how to reinforce them are discussed.
针对高层建筑转换层中最常用的梁托墙形式,提出了在实际工程中转换梁截面的设计方法,探讨了转换梁和剪力墙中的洞口布置形式及加强措施,并对转换梁的抗扭因素进行了有限元对比分析。
2.
With the functions of use of tall building being changed from unity to diversity, the holes on RC shear wall appeared diversity.
随着建筑用途逐步从单一性向多样性过渡,剪力墙上的洞口也同时出现了多样性,主要表现为:洞口的尺寸越来越大,形状不再规则,排列方式不再整齐。
3.
The intension of this test is to research the behaviors of composite masonry walls with holes with structural concrete columns which are eccentrically compressed undering the upper structure and loads ,and research the co-work capabilities of each part.
本试验通过4片有洞口的组合墙情况,就承受上部竖向荷载和楼盖梁端集中荷载下出平面偏心受压性能进行了试验研究,了解了有上部结构与荷载作用下力与偏心距对柱、圈梁与砌体墙共同工作性能的影响,揭示了截面应力沿墙体水平和竖向的传递与分布规律,探索了裂缝的出现与发展、构件变形与破坏的机理,找出了影响受力性能的因素与规律,此外尚就墙体平面外的支承与约束所产生的空间作用进行了分析。
4) portal
[英]['pɔ:tl] [美]['pɔrtḷ]
洞口
1.
Research purposes: The complicated terrain and geology in the tunnel portal section with large span has a great influence on the tunnel construction and structure.
研究目的:大跨度隧道洞口地段地形地质情况复杂,对隧道施工和结构影响较大,结合渝怀线大板溪隧道洞口特殊地段的处理,对复杂地形、地质情况下大跨度洞口段设计进行小结。
2.
Due to the complicated structure and the influence of multiple disturbance of surrounding rock in period of construction,the mechanical behaviors of portal section of half-buried tunnel differ greatly in different construction stages,which brings great difficulties to construction and monitoring.
由于结构复杂和荷载多变,不同条件下的半明半暗隧道洞口段在各施工阶段的力学行为差异很大,给施工和监控带来很大困难。
3.
Based on the engineering case,this paper discussed the application of dual pipe highpressure spiral jet grouting piles in shield tunnel portal soil reinforcement about the principle of highpressure grouting,the grouting parameters and the construction technology.
盾构法隧道在进行盾构机的始发或到达作业时,当既有端头井洞口挡土墙结构凿除后,保证该位置土体在盾构机刀盘贯入或脱离地层前一段时间内的稳定就成了盾构机始发或到达施工的关键。
5) opening
[英]['əʊpnɪŋ] [美]['opənɪŋ]
洞口
1.
Experimental study on seismic performance of frame-supported multi-ribbed continuous wall beam with opening
带洞口框支密肋壁板结构连续墙梁抗震性能试验研究
2.
A strengthen method of enlarged openings in the wall is presented in this paper.
对具有钢筋混凝土过梁的门窗洞口经过扩大后补强处理问题 ,提出了一种简单实用方法 。
6) Dongkou
洞口
1.
However,the saying"Cai E was born in Dongkou"is more reasonable.
文章介绍了蔡锷出生地的两种主要说法 ,进而通过比较分析 ,认为“蔡锷出生邵阳说”较牵强附会 ,而“出生洞口说”则证据较充分。
补充资料：古洞口水电站
古洞口水电站 |
Gudongkou Hydropower Station |
| 概 述 |
| 古洞口水电站位于中国湖北省兴山县境内，长江支流香溪上游古夫河的古洞口峡谷出口处。混凝土面板堆石坝。最大坝高120m。坝址控制流域面积965km2，多年平均流量19.9m3/s，多年平均年径流量6.28亿m3。水库正常蓄水位325m，总库容1.38亿m3，调节库容0.69亿m3。为年调节水库，库容系数0.11，水量利用系数98.4%。该工程以发电为主，兼有防洪、灌溉、供水、养殖、旅游等多种效益。电站总装机容量4.5万kW。保证出力0.73万kW，多年平均发电量1.22亿kW·h。工程于1993年3月1日动工，1995年9月截流，大坝从1996年11月开始填筑。 |