钢岔管是管道工程中常见的结构。
A steel branch pipe is a common constitution in pipeline engineering.
并介绍了加强式结构岔管的加强梁的计算界面。
And introduces calculation interface of reinforced girder about manifold of reinforced structure.
指出了隧洞岔管加强梁传统设计方法中存在的问题。
In this paper pointed out are the problems existing in the classical design method of tunnel distributor boost beams.
对落脚河水电站钢筋混凝土岔管进行了三维有限元分析。
Three-dimensional finite element analysis for the reinforced concrete bifurcation pipe in Luojiaohe Hydropower Station is carried out.
最后通过综合分析得出了埋藏式钢筋混凝土岔管的有限元计算范围值。
And the value of the calculation range of the underground concrete lined bifurcated pipes is obtained.
最后通过综合分析得出了埋藏式钢筋混凝土岔管的有限元计算范围值。
And the value of the calculation range of the underground concrete lined bifurcated...
算例给出了埋藏式钢筋混凝土岔管关键部位的应力受相关因素影响的情况。
Influence on stresses at the key locations of the bifurcated pipes by correlation factors are given.
云贵响水电站岔管是目前国内自行制作的规模最大的月牙肋明式钢岔管之一。
The branch penstock of Xiangshui Hydropower Station is one of the largest explicit ones with ribs having crescent moon shape, made in China.
地下洞室和高压岔管、输水隧道设计及选择衬砌方式，需要查明原地应力状态。
Underground tunnel, high pressure bifurcated pipe, water inlet tunnel designing and their lining style need know crustal stress too.
比较了高炉炉顶煤气管三岔管式连接和球式连接的特点，阐明了球式连接的实用性。
The paper compares the pipe joint method of 3-branches with that of globe on the roof of blast furnace, and expounds the practicability of globe joint.
同时，经分析认为在岔管相贯部位采取了加腋措施，可有效缓解岔管部位的应力集中。
Meanwhile, the intersection part of the bifurcation pipe is haunched, which helps to relief the stress concentration of the bifurcation pipe.
水利水电工程及其他工程中，经常使用钢岔管，岔管的展开是工程设计的一个重要课题。
The bifurcated steel pipe is usually used int he hydro-engineering and other projects so that its developed surface is key to the design of project.
但布置在地面上的明式月牙肋钢岔管尚不多见，特别是当钢岔管承受的水头和直径较大时。
However, it is very unpopular for this kind of bifurcation to be laid above the ground surface, especially in the case of large diameter and high water head.
相应的高水头大直径水工压力隧洞的建设也逐渐增多。并且越来越多的工程采用地下钢筋混凝土岔管。
Building of hydraulic tunnels with high head and large diameter increase gradually, and the underground reinforced concrete branch pipe is adopted in more and more projects.
结合山西省西龙池抽水蓄能电站，对引水岔管进行了物理模型试验，研究了肋宽比对岔管局部损失系数的影响。
Meanwhile, we choose different costal board width ratios, in order to get the trend of head water losing coefficient.
结合山西省西龙池抽水蓄能电站，对引水岔管进行了物理模型试验，研究了肋宽比对岔管局部损失系数的影响。
Meanwhile, we choose different costal board width ratios, in order to get the trend of head water losing coefficient.
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