支撐圍護 的英文怎麼說

中文拼音 [zhīchēngwéihù]
支撐圍護 英文
braced cuts
  • 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...
  • 圍 : Ⅰ動詞1 （四周攔擋起來 使裡外不通; 環繞） enclose; surround; corral 2 （繞; 裹） wrap Ⅱ名詞1 （四...
  • 護 : 動詞1. （保護; 保衛） protect; guard; shield 2. （袒護;包庇） be partial to; shield from censure
  • 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. Late on tuesday, new york city audubon society and the building ' s board said they had agreed to restore the metal spikes supporting the hawk ' s nest and erect a guardrail around its 12th - floor roost to safeguard residents and passersby

    周二晚，紐約市奧特朋協會和這座大樓的董事會共同表示，他們同意重新安裝支撐鳥巢的金屬長釘，並在位於12層的鳥巢周圍豎起護欄，以保證住戶和路上行人的安全。
  2. The exterior and the install sizes all in the light of iso international criterion to design and make, the whole structure adopt after pull pattern of electrical engine direct link my companys patent, by centernog prop up, the structure is tightly, teardown and maintenance is convenient the bound of capability is broad the alnico of passing wrestdistance uses of advanced thulium material permanent magnet nd fe boron to make inside and outside magnet ; uses of the most streampadd nonmetallic material pad f46 inside to be made - up isolationsheath assembled and its provided with high strength dynam capability

    ，整體結構採用電機直聯的后拉式我公司專利，由中間支架支撐，結構緊湊，拆卸維護方便，性能范圍寬傳遞扭矩的磁鋼選用先進的稀土材料永磁體「釹鐵硼」製造內外磁體，使用最新型非金屬材料內襯f46製成的隔離套組合具有高強度的力學性能，徹底消除了一般磁力泵具有的磁渦流損耗，提高了整機的效率。
  3. 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。
  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. Concerning the construction of the shallow cover and the special shallow cover in the tunnel under the special geology conditions, the principle of " to stabilize the slopes with protecting arch ; to strengthen the earth with the pipe - shield support grouting ; to dig a hole shallowly ; to blast slightly ; to use strong supporting structure. " has been adopted to enter the tunnel safely ; in terms of the broken belt, the effective actions such as the pipe - shield support grouting, strengthening the surrounding rock in advance with advanced bolt and steel grids, and so on, are taken to pass the poor conditioned part smoothly

    對于特殊地質中的淺理、特淺埋進洞的施工，堅持「護拱穩定邊仰坡，大管棚注漿加固土體，淺打眼、弱爆破、強支護」的原則，做到安全進洞；對于斷層破碎帶，則採取了管棚注漿，超前錨桿預先加固圍巖並結合鋼格柵支撐等有力措施，順利通過了不良地段。
  6. Then, the effects of the inner force and displacements of the exterior - protected structures influenced by the value of m and the different depths of inner poling are analysed with the m - method back - analysis programme. and the variation of optimized values caused by the numbers of different inversion parameters is also analysed, and a conclusion is drawn that a propriate parameter numbers should be in use of back analysis

    然後，利用編制的m法反演分析程序，分析了m值對圍護結構內力和位移的影響，計算了內支撐不同設置深度對圍護結構內力和位移的影響，分析了反演參數個數對反演優化值的影響，即對解的適定性問題進行了討論。
  7. The influences on the behaviors of excavation are discussed due to the stiffness ( width ) of the retaining wall, the embedded length of the wall and the strut stiffness

    探討了圍護結構剛度（墻體寬度） 、墻體插入深度和支撐剛度對基坑性狀的影響。
  8. The flexible retaining structure is another important retaining structure in soft soil. the integrated numerical analysis of this retaining structure ( including the methods and theory of calculating active earth pressure under sorts of conditions as well as the calculating method of horizontal stiffness coefficient of bracing structure and the method of deciding boundary condition etc. ) was gived. the effect of all parameters on the characteristics of retaining structure was discussed using methods of sensitivity - analysis

    本文針對目前常用的彈性支點法，給出了完整的數值分析方法，包括各種條件下的墻後土壓力的計算方法和原理、支撐系統（或錨拉系統）水平剛度系數的計算、邊界條件的確定方法等，並以此為基礎採用靈敏度系數分析方法討論了各參數對圍護結構形態的影響，指出土體側向基床比例系數是影響圍護結構變形的最主要的參數。
  9. The paper also examines the influence of a number of factors which affecting the deflections of foundation pits, such as the wall stiffness, prestressed technology, soil consolidation technology, and get some useable conclusions

    通過用有限元法分析典型實例，本文分析了圍護墻剛度、支撐預應力大小、被動區土體加固方案等各種影響基坑變形的因素，並得出了一些有益結論。
  10. Finally the method using supervision statistics is represented in excavation construction, which predict the critical axial force of bracing in enclosure structure

    用非線性流變有限元程序驗證了結論的正確性。最後提出施工時運用監測數據預估圍護支撐的方法。
  11. Perioperative nursing care of 1040 cases by laryngomicrosurgery in suspension laryngoscope

    支撐喉鏡下喉顯微外科手術的圍手術期護理
  12. The plane fem model analyzes the behaviors of deep excavation, and the step - excavation effect during excavation is studied such as the horizontal displacement of the retaining wall, ground settlement and the forces in struts

    利用平面有限元模型對深基坑工程的開挖性狀進行了分析，研究了開挖過程中圍護結構的水平位移、墻後土體的地表沉降、支撐力等的分步開挖效應。
  13. According to the design principle of safety and economic, this paper has studied the implement of optimization design for the support construction in foundation pit with the total amount of material as object function, and the pile diameter 、 the pile length 、 the supporting location and the supporting diameter as the design variables

    根據安全經濟的設計原則，本文在圍護結構形式不變的情況下，以總的耗材量最少建立目標函數，以樁徑、樁長、支撐的位置與支撐的直徑為設計變量，研究基坑圍護方案的優化實現問題。
  14. The pile building enclosure with two or three bracing pieces and the gravity retaining wall are particularized as example in this paper. from the antithesis with datum practically measured, it indicates that the fem which is adopt by this paper is logical and feasible

    本文分別對兩道和三道支撐的樁（墻）式圍護結構及重力式擋墻圍護結構基坑工程進行了有限元模擬計算，根據與實際監測資料的對比分析，表明本文所採用有限元方法是合理可行的。
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