挖方支撐 的英文怎麼說

中文拼音 [wāfāngzhīchēng]
挖方支撐 英文
planking and strutting
  • 挖 : 動詞（用工具或手從物體的表面向里掘取） dig; excavate; scoop
  • 方 : Ⅰ名詞1 （方形; 方體） square 2 [數學] （乘方） involution; power 3 （方向） direction 4 （方面） ...
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 撐 : Ⅰ動詞1 （抵住; 托住） prop up; support 2 （用篙使船行進） push or move with a pole 3 （支持） mai...
  • 支撐 : 1 （抵抗住壓力） prop up; sustain; support 2 （勉強維持） support; prop up3 [建築] strut; brace; ...
  1. Combined with the real example of monitoring pressure on the supporting system in the long span underground space of dk7 + 692 section at jiao - xin line of chongqing light railway, it is set forth the methods about choosing the support system and its parameter, digging methods of underground space, measuring and testing methods for the stress of the support system ; the testing results and variation pattern were analyzed for the stress of the initial supporting i - steel axial stress of bolt, stress of shot - concrete, supporting pressure of temporary i - steel and stress of steel of the second lining, then, the reason for deformation of the support system induced by sharp increase of i - steel was determined

    摘要結合重慶市輕軌較新線大坪車站大跨度地下空間dk7 + 692斷面施工支護體應力監測的工程實例，闡述了該大跨度地下空間支護結構的參數選擇、地下空間的開挖方法、支護體結構的應力量測方法及測試手段；分析了支護體初期支護工字鋼拱應力、錨桿軸力、噴射混凝土內應力、臨時工字鋼支撐應力、二次襯砌鋼筋應力等測試結果和變化規律；確定了工字鋼拱應力急劇增大而可能引起支護體系失穩的原因。
  2. A deep foundation pit engineering in shanghai is adopted as an example. the factors of design, construction and nature environment on effect of internal force and deformation for a retaining structure are studied in detail through the example. these factors include the rigidity of retaining wall, rigidity and site of support rod, space - time effect of pit excavation, water environment of foundation pit etc. some useful conclusions of controlling deformation of foundation pit are obtained through the study

    以上海某深基坑為工程原型，利用有限元程序，詳細探討了支護墻剛度、支撐剛度及位置、基坑開挖的時空效應、基坑周圍水環境等設計、施工和自然環境因素對支護結構內力和變形的影響，提出了一些控制基坑變形的方法措施，為深基坑工程的設計和施工提供了依據。
  3. The real - time and dynamic simulations for the excavation processes and the setting of the braces and middle beams can be achieved with this method. what ' s more, the spatial dynamic change and distribution of the internal forces, displacements and the earth pressure acted on the retaining structures can be also described by the same method. 4

    該方法不僅能夠實時、動態地模擬基坑開挖全過程以及支撐和腰梁的設置，而且還能夠確定出開挖過程中支護體系內力和位移以及作用在支護結構上的土壓力的空間動態變化和分佈； 4
  4. The strength and stability of diaphragm wall are calculated respectively during different period ( digging period and application period etc ), according to different plans in choosing concatenation wall. it is proved that the support plan of excavation protection of meili garden is safe by introducing diaphragm wall and two horizontal steel supports. it is also proved that the total cost of that is low

    針對所選用的地下連續墻方案，分別計算了基坑開挖期和使用期等不同受力情況地連墻的強度和穩定性，論證了美荔園深基坑採用地下連續墻和兩道水平鋼支撐的基坑圍護方案是安全可靠的，其綜合成本也是經濟合理的。
  5. ( 3 ) fem basic theory of foundation pit excavation stimulation is expounded, numerical model and method of construction simulation are determinated, which includes simplification of two - dimension problem and constitutive model of soil mass i. e. constitutive model of duncan - chang hyperbola model, numerical ways of initial situ stress, stimulation of equal nodal load of foundation pit excavation, nonlinear solutions of basic equations, fem disposing of inner supporting and pre - axial force etc. further fem code of stimulation of foundation pit excavation is compiled

    闡述了基坑開挖模擬的有限元基本理論，確定計算模型及施工模擬方法。包括二維問題的簡化、土體的本構模型，即鄧肯-張雙曲線本構模型、初始地應力場的計算方法、基坑開挖等效結點荷載模擬、基本方程的非線性解法、內支撐及預加軸力的有限元處理等，並編制了模擬基坑開挖的有限元程序。
  6. During construction, special building methods were used to limit environmental damage, such as the piles being bored into the seabed rather than pile driven, to avoid mud sediment settling on the corals and killing them. most of the superstructure was prefabricated off - site, brought in by barge and then placed in position by crane to minimise the pollution, rubbish and noise

    例如裝設支撐中心的樁柱時採用鉆挖形式，取代普通的打樁方式，務求減少翻起海床的沙泥，避免珊瑚窒息及死亡大部份上層建築組件是在建築地點以外的地方預先製作，並由駁船運到海下，再以吊車裝嵌，從而把施工帶來的污染垃圾及噪音減至最少。
  7. He has contributed significantly towards experimental research in a wide range of practical problems including slope stability, reinforced fill, retaining walls and excavation support systems, submarine pipelines, piling and ground treatment processes. his contributions in retaining walls and reinforced soils earned him the sir benjamin baker silver medal awarded by the uk institution of civil engineers

    他對實驗研究作出極大的貢獻，研究課題實用性高而且廣泛，包括邊坡穩定、加固填土、護土墻和深基開挖支撐系統、海底管道、樁基礎和地基處理。在護土墻及加固填土方面的研究使他贏得英國土木工程師學會的sirbenjaminbakersilvermedal 。
  8. Some internal operational measures are taken. the fourth part " s main content is the external factors " improvement measures that help better corporate governance from an open thought angle

    第四部分的主要內容是：著力從外在影響因素方面挖掘我國上市公司治理結構資本運作的支撐措施，力求從一個開放的思維角度看待上市公司治理結構資本運作問題。
  9. Meanwhile, it does not need a extra time to be carried out. it can continuously work during the excavation of trenches, so whole work cycle can be reduced. anchors and layers of shot concrete have replaced the traditional steel frames and piles, including concrete piles, steel piles, and they can largely economize construction materials, such as steel and concrete, reduce the amount of soil that would be excavated out, and improve work conditions

    錨桿施工機械及設備作業空間小，可為各種地形及場地使用，同時，它不獨占工期，而隨基坑開挖同步、流水進行，節約工期;用錨桿及噴射硅面層代替傳統的鋼支撐和樁（硅樁、鋼板樁） ，能夠大量節省鋼材、硅等建材，減少土方開挖量且能改善施工條件;其次錨桿的預加應力可以通過抗拔實驗來獲得。
  10. Based on the characteristics of the foundation for the powerhouse of chaozhou water supply control project, the supporting measures, excavation method and control measures for the foundation excavation is put forward herein, and then the method to solve the problems such as monitoring on the supporting, de - pressurization of the ground water, treatment of the seepage from the outside and the protection of the structures inside of the foundation pit etc. are presented as well

    摘要根據潮州供水樞紐工程廠房地基的特點，提出了比較合適的基坑支撐處理措施和開挖方法及控制措施，並結合工程實踐對軟深基坑開挖施工中應注意的支撐監測、地下水降壓、外水內滲處理及基坑內結構物保護等問題提出了解決方法。
  11. And because the excavation is often processed in steps during the multi - timbering structure construction, the thesis also analyses briefly to the multi - timbering structure on each working condition during the process of excavation and compares it with the actual measurement combining with the analysis method considering soil - structure and load increment method which is put forward in the thesis

    同時，本文也針對多支撐支護結構施工時，存在的分步開挖的情況，結合本論文所提考慮土-結構共同作用的分析方法及荷載增量法理論，對多支撐支護結構在開挖過程中各工況進行了簡要分析，並與實測結果進行了比較分析。
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