cable slide 中文意思是什麼
cable slide
解釋
纜索滑車-
The comprehensive treatment project of lin jia ya slide el consists of whittling slope, anti - slide pile with anchoring cable, retaining wall, building ground drainages, level ing off and calking slope, vegetation protection etc. after managing, under the action of earthquake load and watery the stability coefficient of slide is up to 1
林家崖號滑坡的綜合治理方案是由削方、錨索抗滑樁、護坡擋墻、地表排水、整坡填縫、生物防護等多種工程措施優化組合而成。治理后，在飽水有地震荷載狀態下滑坡的安全儲備系數為1 . 10 。 -
This paper introduces the typical problems which appear on the cable installment, anchor installment, supporting and slide device and foundation of landscape saspension bridge
摘要介紹索橋的纜索裝置、錨固裝置、支承和滑動裝置、基礎等部位出現的典型問題。 -
At the end of the cable, slide a short piece of rubber hose
在鋼絲繩結束的時候，滑動一個短橡皮軟管。 -
According to calculating and analysis, educes the distributing laws and their correlations of horizontal displacement and stress of stabilizing pile, anchor pull and earth press in two sides of pile, including the distributing of point repel force and internal force of pile at the terminal state, providing full theoretical basis for anchor cable and stabilizing pile structure design, strength check, stability check and determination of anti - slide force for a single stabilizing pile
通過計算分析，得出了抗滑樁的水平位移、樁身應力、錨索拉力和樁側土壓力的分佈規律和它們之間的相互關系以及極限狀態時的樁的結點抗力和樁的內力分佈規律，為錨索樁的結構設計、強度校核、穩定性校核和單樁抗滑力的確定提供了充分的理論依據，同時也提出了錨索抗滑樁計算分析的一種新方法。 -
Application of substructure method in anti - slide pile with prestressed cable
子結構法在預應力錨索抗滑樁中的應用 -
Taking the instance of the design of prestressed anchor cable slide resistant pile for the harnessing of k1158 + 640 landslide of jiaozuo - liuzhou railway, and on the basis of demonstrating the geological characters and stability analysis of landslide, this paper discusses the design and calculation for the selection of optimum locations of slide resistant pile distribution, the length of prestressed anchor cable and the number of hole diameter anchor cable, and also the design of the diameter of the slide resistant pile and reinforcement
摘要以焦柳鐵路k1158 + 640滑坡治理工程設計為實例，在闡述滑坡的地質特徵、穩定性分析的基礎上，依據滑坡下滑力曲線，選取抗滑支檔工程布置的最佳部位，進行懸臂抗滑樁、預應力錨索抗滑樁兩種方案的經濟技術比較，確定選用預應力錨索抗滑樁方案。 -
Origin analysis of earth slide in high slope construction protected by cable anchors of a mine and prevention of earth slide
某礦山高邊坡錨索防護施工中滑坡成因分析及其預防措施 -
The distance from figure center of the parabola to the potential slide surface is less than half of the section length. mechanical conditions of this method include not only force equilibrium but also moment equilibrium. as for the beam - on - foundation, its pressure can be calculated by homogeneous hypothesis or winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximatively on the long term working step
對于樁在滑面以上段所受的坡體荷載，提出可按形心偏下的拋物線型分佈模式計算，並在滿足力的平衡條件的同時還滿足力矩平衡條件；對于地樑上作用的坡體荷載，提出在錨索張拉階段可按均布或溫克爾（ winkler ）地基假定或彈性半無限體地基假定來計算，在工作階段則一般可以近似按庫侖主動土壓力理論計算。 -
Anti - sliding pile especially the pile with prestressed anchor cable and the foundation beam with prestressed anchor cable including the single beam and the frame, are the new pattern structures of the pile - anchor system that have been widely used in the slide - resistant engineering. studies on designing theory of these structures are delayed greatly than their applications. there are no specifications to consult and there are many problems when designing and computing these structures
抗滑樁尤其是預應力錨索抗滑樁和預應力錨索地梁（包括單梁和框架梁）是近年來較多地應用於抗滑工程的新型樁錨結構，這些結構的設計理論研究大大滯後於工程應用，其設計計算缺乏相應的規范作指導，存在的問題較多。
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