支承墻 的英文怎麼說

中文拼音 [zhīchéng]
支承墻 英文
supporting wall
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 承 : Ⅰ動詞1 （托著; 接著） bear; hold; carry 2 （承擔） undertake; contract （to do a job） 3 （客套話...
  • 墻 : 名詞（磚、石等築成的屏障或外圍） wall
  1. For reinforcement concrete corbel with the shear span to depth ratio ( a / ho ) less than 1, has its performance of mechanics that is close to cantilever deep beams, it is an important kind of components in architectural structure which sustains roof trusses, brackets, tray " beams, frame " beams, wall " beams and crane " beams

    剪跨比a h _ 0 1的短鋼筋混凝土牛腿，其受力性能接近於懸臂深梁，在建築結構中是支承屋架、屋面梁、托架、托架梁、框架梁、墻梁和吊車梁等的重要構件。
  2. Cladding for external walls ; facing bricks fixed in mortar on supports ; principles for design and application

    外墻貼面層.在支承物上用灰漿粘結的飾面磚.設計和施
  3. The epoxy resin floor can be divided into skidproof and anti - static, etc. tiffany is equipped with a strong force of professionals, experienced engineers and workers as well as advanced production facilities. it is mainly engaged in the processing of anti - static, erosion - proof, skidproof, high - strength floors and water - proof surfaces. tiffany s aim is " advanced technology, high - quality products and best service "

    公司擁有一批高素質的專業人才和一支富有實際經驗的施工隊伍，設備先進，主要承接電子電器、精密機械儀器、食品、符合gmp標準的醫藥等行業的防靜電、防腐、防滑、高強度地面處理和墻體處理工程。
  4. " prestress anchor ribbed beam support system " is a new practical support technology which came from soil nailing walls system and un - embedded rank of piles with anchors support system that has been used successfully for 4 years by the author and his company named qingdao deep foundation stabilization engineering co., ltd. it " s mechanism is similar to rank of piles with anchors support system that can not be inserted into the bottom of foundation trench, but it " s ribbed beams are used to replace rank of piles made before excavation so the work cycle can be shortened and the support system cost can be reduced ; meanwhile this system maintains the soil nailing wall " s convenience of digging and supporting

    「預應力錨桿肋梁支護技術」是筆者及所在單位歷時四年在土釘墻和無嵌入多錨排樁兩種支護體系基礎上開發應用成功的一種新型實用性支護技術。其支護機理類似於未嵌入坑底的排樁多錨支護，只是由肋梁代替了開挖前施工的排樁從而提前工期並降低支護造價；同時繼承了土釘墻隨挖隨支護的機動靈活性。自1998年至今該技術已在青島、濟南、煙臺等十幾個深基坑和高邊坡工程中成功應用。
  5. The advantages of the prestressed cable truss are the high structural efficiency and the architectural aesthetic feeling. this system is often used to act as structural support of point - supporting glass curtain

    預應力索桁架具有結構結構上的高效性和建築上的美觀性，常用作點支式玻璃幕墻的結構支承。
  6. Prestressed cable truss has some characters of transparency, safety, simplicity, dexterity, and beauty. due to these peculiarities there is a splendid prospect when the structure is used in the glass curtain. therefore, it is becoming warm and important problems to study its structural components and behaviors

    預應力索桁支承體系具有通透、安全、靈活、工藝感強以及環保節能等諸多特點，決定了該體系在點式玻璃幕墻中具有廣闊的應用前景，因此，對其受力性能進行研究，日益成為結構工程學科研究的重要方向和熱點問題。
  7. The support device of supported glass curtain wall

    吊掛式玻璃幕墻支承裝置
  8. The connection types of supporting point of point - supporting glass curtain often adopt countersunk type or floating - head type

    點式玻璃幕墻的支承點的連接方式一般採用沉頭式或浮頭式兩種形式。
  9. The r esults of calculation and analysis indicate : the bracing effect from wallboard increases the load capacity of wall stud by 1. 6 - 1. 8 times ; the reasonable distance between fasteners of wall stud is l / 8, l is the length of wall stud ; there is no necessity to considering bracing effect from wallboard in the direction of perpendicular to wallboard

    分析結果表明：考慮支承效應后，墻體立柱的承載能力比原來提高了1 . 6 1 . 8倍：立柱墻板連接件間距取s = l / 8較為合理， l為立柱的長度；可不考慮墻板對立柱沿垂直墻面方向提供的支承效應。
  10. Earthworks and foundation engineering ; diaphragm wall clays for supporting liquids ; requirements, testing, supply, inspection

    土方和基礎工程.支承液體用橫隔墻粘土.要求試驗
  11. Concerning the tests, analyses, design and calculation of performances for light gauge steel framing, this paper focuses on following items : ( 1 ) the calculation of light gauge steel framed compound bearing walls ( lgsfcbw ) in compression and bending. based on north american specification and commentary for the design of cold - formed steel structural members, which was published by the american iron and steel institute, the detailed design requirements of wall stud assemblies are given considering the structural contribution of the attached sheathings and shear diaphragm is discussed briefly. then the calculational theoretic and method for sheathing braced wall stud assemblies complying with national code is brought up in compression and bending

    本文圍繞輕鋼龍骨體系結構性能的試驗、分析、設計和計算，主要進行了以下四方面的研究工作： （ 1 ）輕鋼龍骨復合承載墻體的受壓、受彎計算：以美國鋼鐵協會發行的北美冷成型鋼構件設計規范及其規范說明為依據，重點考慮罩面材料對墻龍骨設計的影響，給出了目前對承重墻龍骨設計的具體要求，並對剪力蒙皮進行了簡要討論；然後提出了符合我國規范術語的剪力蒙皮作用的輕鋼龍骨復合承載墻體（即罩面支撐墻龍骨）受壓、受彎的計算理論和方法；最後對提出的計算進行簡化，使之完全與我國規范相符。
  12. In cross calculation, the structure subject to cross force and the reverse force of elasticity support can be derived from the bottom elasticity support on each longitudinal beam ; then, with the elasticity reverse force as the loading reversed acting on the side walls and the middle longitudinal beam, the longitudinal beam subject to force can be calculated

    橫向計算中，底部彈性支承在各縱樑上，可求得結構的橫向受力與彈性支承反力；然後將彈性反力作為荷載，反向作用於側墻和中間縱樑上，進行縱向梁的受力計算。
  13. In this paper, the influence of the bracing effect from wallboard to the behavior of wall stud is studied

    墻面材料不僅是建築的需要，同時也能在一定程度上對墻體立柱提供有效的支承作用。
  14. This paper includes following main contents : ( 1 ) theoretical calculation method for the behavior of wall stud considering bracing effect from wallboard is presented

    主要內容包括： （ 1 ）提出了考慮墻板的支承效應后，該體系房屋墻體立柱的理論計算方法。
  15. ( 2 ) under the base of combined torsional and flexural buckling model given by timoshenko and gere ( 1961 ), a mechanical model of wall stud in this paper considering bracing effect from wallboard is presented

    （ 2 ）在timoshenko - gere （ 1961 ）彎扭屈曲模型的基礎上，通過簡化推導，提出了考慮墻板的支承效應后，墻體立柱計算的力學模型。
  16. Under wind load, the horizontal displacement of the cable is a important index for the design of the support structure of point - supporting glass curtain

    拉索在受到風荷載作用后，產生的水平位移是玻璃幕墻支承體系設計的一個重要指標。
  17. The biggest stress of glass plate appears around the hole, so the loading properties of point - supporting glass curtain are influenced by the stress states of hole ' s edge significantly

    在風荷載作用下的其最大應力出現在孔邊，因此，孔邊應力狀態對點式支承玻璃幕墻承載性能有非常重要的影響。
  18. Flexible support systems are one of the most advanced and most potential structural forms for glass architectures, and have been widely adopted in practical engineering

    作為玻璃幕墻的支承體系，柔性支承結構外形美觀、受力合理，目前已經廣泛應用於國內外工程，但其理論研究相對滯后。
  19. This paper provides a research on the features, applications of flexible support systems. areas in need of further research are also highlighted

    進行深入研究，不斷完善該技術，同時開發新一代支承結構是當前推動幕墻技術向更高水平發展的當務之急。
  20. At first, after the dynamic characteristics of the plane and the spatial supporting systems were studied, fore some steps fixed frequency and shape of vibration were gained. secondly, several design parameters which influence the dynamic characteristics of this kind system were discussed, including pre - tension value in the cable, cross - section of the cable, cross - section of steel - bar and form change. some applied decisions were found

    首先，對平面和空間索桁支承體系的自振特性進行研究，得到體系的前幾階固有頻率和振型形式；進而探討了索的預拉力、拉索截面面積、撐桿截面面積、形狀改變（撐桿長度l ）等主要設計參數對體系自振特性的影響，得出了一些有益的結論，為體系設計和施工提供意見和依據；最後，對體系的風振特性進行了分析，用幕墻風荷載規范對幾種索桁支承體系形式進行風荷載計算。
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