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1)  pier design
闸墩设计
1.
Further discussion is made regarding the key issues in pier design, such as bearing structure, expression method and criterion of the degree of pre-stress forces, location of anchor strings, percentage of pre-stressed and non-prestressed reinforcement, causes for cracks and crack control, and so on and on.
在总结大量预应力闸墩设计工程实践经验的基础上,提出了预应力闸墩结构设计的总体步骤以及设计中需重点考虑的问题。
2)  high piers design
主墩设计
3)  high pier design
高墩设计
4)  sluice pier
闸墩
1.
Effect of internal cooling pipes and external heat preservation on prevention from concrete cracking during construction of sluice pier;
闸墩内部水管冷却和表面保温措施的抗裂作用研究
2.
Model test for ice-force acting on sluice piers and ice-passing capacity;
闸墩冰荷载及过冰能力的模型试验研究
3.
An analysis of reinforcing projects for sluice piers of an overflow dam;
某溢流坝闸墩除险加固方案分析
5)  pier [英][pɪə(r)]  [美][pɪr]
闸墩
1.
Analysis of prestressed pier and steel anchor block by contact nonlinear finite element analysis;
预应力闸墩与钢锚块接触非线性有限元分析
2.
Treatment for cracks on piers of the spillway at Hongmen hydropower station;
洪门水电站溢洪道闸墩裂缝处理
3.
Study on the anchorage forms of prestressed pier;
预应力闸墩锚固形式研究
6)  gate pier
闸墩
1.
Three-dimensional finite element analysis of the pre-stressed gate pier of the sluice in one water power station;
某水电站泄洪闸预应力闸墩的三维有限元分析
2.
Application of stick steel plate in gate pier reinforcement for Hemianshi HPP;
粘钢在合面狮电站闸墩加固处理中的应用
3.
Effects of pipe cooling on temperature of concrete gate pier structure;
水管冷却对混凝土闸墩结构温度的影响
补充资料:闸墩


闸墩
pier

  zhadun闸墩(pier)多孔闸室中用于分隔闸孔和支承闸门、胸墙、桥梁等的墩式结构物,又称中墩。在一般情况下,闸墩既支承闸门,又支承胸墙和桥梁;为了减小弧形闸门的跨度,也可在闸孔中间另设门墩,但对过流及排放漂浮物十分不利,工程实践中很少采用。对平面闸门,墩侧设门槽;对弧形闸门,墩侧设牛腿,以支承闸门(见图1)。 ┌─────┐ │产汾气自鱼│ ┌─┬─┬──┼─┬─┬─┤ ┌───┐ │匕│匕│.日 │日│」│匕│ │州口 │┌─┼─┴─┴──┼─┴─┴─┤ │ ││ │ │ │ ├───┤├─┴──────┼─────┤ │一1」 ││ │ │ ┌────┐│ │└────────┴─────┘ │一地几·│├───┤ │闸槽 ││’{ │ ┌─┐ │ 二匕 │├───┤ │} │ │ 二二 ││rse一.│ │ │ │ 丁 │├───┤ │ │ │ ││1~lwe │ │ │ │ │├───┤ │ │ │ ││广, │ │ │ │ │└───┘ │ │ └────┘ └─┘ ┌───────────────┐ │‘卜‘J曰‘曰目曰山召‘‘盛J‘│ ├───────────────┤ │ │ └───────────────┘ 图l闸墩布置示意图 在工作闸门槽前一般应设检修门槽。为了改善进出流条件,墩头平面轮廓应平顺,多采用半圆形或其它曲线形。
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