bridge-pier 中文意思是什麼
bridge-pier
解釋
橋墩。-
The result indicates that, after the bridge built, the stress change around major bridge pier is the greatest, and the effect to the stability of slope is also the greatest
研究表明：橋荷載施加后，主橋墩處的應力改變最顯著，對斜坡穩定性影響較大。 -
The major diameter filling pile drilling machine of qj250 - 1 type applies to major diameter bridge pier hole of various geologic conditions such as ravelly ground, clay loam layer, sandy gravel, breaking layer and lithosphere as well as other various major diameter pore forming construction
1型大直徑灌注樁鉆孔機適用於鬆散地層、粘泥層、砂礫層、破碎層和巖石層等多種地質條件的大直徑橋樁孔，以及其它各種大直徑成孔施工。 -
Based on project example, the article presents the construction stress computation process of hydraulic creep form in the construction of high bridge pier, the construction stress analysis has applied successfully in the project practice and can be referred in the similar special structure construction
本文基於工程實例，給出了橋梁高墩身施工選用液壓自爬模完整的施工受力計算過程，且已成功地應用於工程實踐，可供類似特種結構施工參考。 -
Application of electroslag welding in high bridge pier
鋼筋電渣壓力焊在高橋墩上的應用 -
High bridge pier construction belongs to the special structure construction category, the choice of site construction plan has stressed continuously in the experience and neglected the construction stress analysis
摘要橋梁的高橋墩施工屬于特種結構施工范疇，現場施工方案的選擇一直以來偏重於經驗而忽視施工受力分析。 -
Based on the study of the engineering geological conditions, using fem method to calculate the baseground stress distribution of bridge pier and analysis the stability of slope under different conditions, such as, reset condition, under the bridge load and affected by the changing reservoir water level
在對橋址區工程地質條件研究的基礎上，採用有限元法方法計算了橋荷載施加前後及水庫水位變動情況下橋址區斜坡應力分佈特徵，並對斜坡穩定性進行了分析。 -
Integrated appraisal technique of huatong big bridge pier
華銅大橋橋基綜合鑒定技術 -
The bridge is composed of bridge stride, bridge pier, bridge platform and the cone of end of the bridge
橋梁主要由橋跨、橋墩、橋臺及橋頭錐體等部分組成。 -
Disposal and reinforcement design of crack on coping of bridge pier
新沭河大橋蓋梁裂縫處治及加固設計 -
In which, it gives inquiring of the construction of deep - water foundations and the usage of floating crane. the construction program of bridge pier foundation will be fixed according to the water depth. if the water depth is less than 4m, pier foundation will adopt the method of building island by earth filling ; if the water depth is more than 4m and there is over burden at river bed, at the same time, it has sufficient bearing capacity to load steel pipe pile, the steel pipe pile platform will be adopted
其中，對深水基礎的施工及浮吊的使用進行了探討，根據水深確定橋墩基礎的施工方法，對水深不超過四米的橋墩基礎，採用填土築島的方法：對水深大於四米，河床有覆蓋層，且能保證鋼管樁具有足夠的承載力的橋墩，採用鋼管樁平臺；對主河道上河床沒有覆蓋層，鋼管樁無法插打的橋墩，採用浮式平臺。 -
The damming caused by a bridge pier is one of the aspects considered intentionly while building a bridge on a river which flood control standard is low and flood control cost is high so the study of damming is of important value
橋墩壅水是在防洪標準低、防洪費用高的平原河道上修建橋梁時必須重點考慮的問題之一，其研究具有重要價值。 -
Failure or even collapse of bridge structures in past earthquakes were largely. in particular, shear failure of short bridge pier columns is the most dangerous failure pattern due to the brittle nature. consequently, it is quite meaningful to study the seismic resistance performance and retrofitting for reducing bridge damages and losses
從已建橋梁在歷次地震中破壞的共同特點可以看出:現代混凝土橋梁結構中，因鋼筋混凝土橋墩破壞導致橋梁嚴重破壞甚至倒塌，已成為橋梁震害的主要特點，特別是橋梁短柱的破壞尤為嚴重，而脆性剪切破壞是鋼筋混凝土短柱最為危險的破壞方式之一。 -
Bridge pier ' s positioning with point deflection method using electronic total station
全站儀點位偏移法進行橋墩定位 -
This paper discusses the design of bridge and the action of longitudinal force on the bridge pier, and draws the main result of the structural computation
本文介紹了橋梁設計情況並討論了縱向水平力的組合及對墩臺設計的影響，給出了結構計算結果。 -
Analysis of calculating method of the natural frequency of bridge pier supported by pile foundation
樁基橋墩自振頻率計算方法的分析 -
Experimental study on bridge pier local scour
橋墩局部沖刷的試驗研究 -
Abstract : through the theoretical liquid dynamics complex study to the bridge pier and abutment circling flow, this paper related with bridge abutment maximum clear water equilibrium scouring experiment ? s analyses has made out the bridge abutment ? s velocity circulation, maximum flow capacity per unit width, and the maximum part scouring depth counting method
文摘:對不可壓縮理想流體橋臺平面繞流復勢研究，確定橋臺繞流流速環量和橋臺極限繞流流量，並結合清水極限平衡沖刷實驗進行橋臺最大局部沖刷深度的理論探討 -
In this thesis a numerical model to solve the planear 2 - d depth - integrated flow ( dif ) has been established with irregular body - fitted mesh finite volume method and explicit maccormack predictor - corrector method and applied to the study of damming caused by a bridge pier under 14 working conditions varied with the combination of different pier shape. flow rate and contraction ratio
本論文採用非規則貼體網格有限體積法和顯式maccormack預測-校正法求解平面二維水深積分方程，對明渠水流運動的數值模擬方法進行了研究，並且應用該數值模型計算了14種不同的橋墩體型、來流、收縮比的組合工況下的橋墩壅水問題。 -
In the addition, the locally refining mesh method has been studied preliminarily and applied to the study of the local flow around a bridge pier
此外，本論文還初步研究了網格局部加密方法並應用於橋墩局部繞流流場的研究。 -
Blasting dismantlement technology for reinforced concrete bridge pier
橋梁鋼筋混凝土墩柱爆破拆除技術
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