錨定架 的英文怎麼說
中文拼音 [máodìngjià]
錨定架
英文
anchor frame-
If viaduct approach spans are considered then perhaps the approach piers could be used to anchor the backstays.
如果設計中考慮高架引橋，則引橋的橋墩可用來錨定后拉索。Stability calculation methods for grillage supporting structure with prestressed anchor and its application
框架預應力錨桿邊坡支護結構穩定性計算方法及其應用A special steel spreader beam was used to erect the fabricated cage in its proper position in the roadway structure.
使用一個特製的鋼托架來安裝預制的錨固橫梁的鋼筋骨架，使其就位於上部結構內預定的位置上。This paper also presents the methods of controlling unstressed length of cable, pre - displacement of saddle, anchor span tension, erection of wire strands, the fixed position for erecting cable band and cable length. determination and control approach of displacement of saddles during cable erection are also introduced. at the same time, the change course of linetype during construction period for suspension bridge is analyzed
再次，介紹了懸索橋的施工控制內容與方法，利用軟體sgkz2000對多座懸索橋進行了施工計算，提出本文關于懸索橋的主纜無應力長度控制、索鞍預偏量控制、錨跨張力控制、絲股架設控制、索夾安裝位置與吊索長度控制的方法；介紹了吊梁階段鞍座頂推量的確定與控制方法，分析了施工階段懸索橋的線形變化過程。Finally, the thesis primarily sets up the internal force model of the supporting structure system in the bi - arch tunnel, namely, the distribution model of the surrounding rock ' s pressure, the internal force model of the steel framework and the axial force model of the anchor bolt, and these results can have the guiding significance to the design and construction of the similar tunnel engineering
最後，結合有限元的理論計算及現場實測數據的分析，初步建立了雙連拱隧道支護結構體系的內力模型，即：圍巖土壓力模型、初期支護鋼拱架內力（主要為軸力和彎矩）模型以及錨桿軸力模型。充分理解和闡述了構件的工作狀態，對今後類似隧道工程的設計和施工具有一定的指導意義。Therefore, behavioral corporate finance is created. behavioral corporate finance can give much better explanation to those “ strange phenomenon ” from the angle of psychology and sociology. but the present theories of behavioral corporate finance mainly focus on the research of investors ’ behavior and the research of managers ’ behavior is not enough
現代心理學對這一問題給出了答案:人在很多時候是非理性的，其非理性主要有五種表現方式:過度自信、損失厭惡、框架效應、錨定效應及確認偏差。It is shown that small - curvature arch support is very superior to trapezoidal support in mechanical properties, and has higher bearing capacity and better self - stability, so that such problem as short - distance coal gateways and lower branch coal gateways can not be bolted and is difficult to support in high pressure can be solved effectively
結果證明：小曲率拱型支架力學性能遠優于梯形支架，支撐能力大，自身穩定性良好，有效解決了近距離和下分層煤層巷道不可錨且在強壓下難支護的問題。For example, the large friction loss of prestressed tendons, complex anchorage bearing joint, the problem of cracks in large area structure, axial compress of long span continuous beam under prestress. all those hinder its use in long span structure. until now days, the cognition about the behavior of such structure under loads is not enough for the realm of prestressed concrete of all the world
但是，預應力技術應用於大跨連續框架結構，在設計和施工中還存在一些缺點和不足，例如預應力筋的摩擦損失過大，節點錨固區設計和構造復雜、大面積結構的裂縫控制問題、大跨框架梁在預應力作用下的軸向縮短等，這些都是困擾大跨預應力混凝土框架結構應用的突出問題，特別是目前對于預應力混凝土超靜定結構的受力性能，國內外預應力界的認識尚不夠全面。The designing principles were discussed. the calculation relating to the constructional type, frame, body, floating and gravitational forces, anchoring system and etc. was studied
摘要本文論述了鐵木結構網箱系統的設計原理，提出了網箱結構型式、框架、箱體、浮沉力、錨定系統等的設計與計算方法。The mast is raised to the working position by a pair of hydraulic cylinders, and is locked in the vertical drilling position by two hydraulically actuated mast anchor pins
支架通過一對液壓缸提升到工作高度，並通過兩個液壓啟動的錨定銷鎖定在垂直鉆進位置。It is now possible to remove ammo from anchored sentry guns and missile batteries
可以從錨定的炮臺和導彈架中移出彈藥了。On the basis of stability analysis, the author takes the k27 + 825 slope from the type of slope which has lest stability as an example. according to its basic feature, the design ueses the choosed best reinforce and control scheme : lattice beam, anchor wire, grouting and abstraction of water. in the course of design, the author takes into account not only reasonable optimize of whole control plan but also local measure such as whether the unstable block will shear from vnlnerable sections when control plan is laid out concretely, in order to reach the goal of reasonable design and effective control
在穩定性分析的基礎上，以邊坡穩定性最差的一類中的k27 + 825邊坡為例，結合其自身的特點，用優選出的加固防治方案：框架梁+錨索斗灌漿+排水進行設計，設計中既考慮總體防治方案的合理優化，又充分考慮了加固工程的具體布置時是否存在不穩定體從錨索或框架梁的薄弱部位剪出的可能性等一些細部措施，以達到合理設計，有效及經濟治理的目的。Based on the calculated results, the stability of surrounding rock of some tunnel and the shoring ' s rationality are evaluated. the shoring structure includes anchor, wire mesh, liner, skew cancelled steel framework and so on
基於計算成果，分析、評價某地下隧洞圍巖的穩定性；評價錨桿支護、噴網、襯砌及格柵鋼架等支護的合理性。分享友人