空心墻 的英文怎麼說

中文拼音 [kōngxīn]
空心墻 英文
cavity masonry work
  • 空 : 空Ⅰ形容詞（不包含什麼; 裏面沒有東西或沒有內容; 不切實際的） empty; hollow; void Ⅱ名詞1 （天空） s...
  • 墻 : 名詞（磚、石等築成的屏障或外圍） wall
  • 空心 : 空心on an empty stomach
  1. Guide to assessment of suitability of external cavity walls for filling with thermal insulants - existing traditional cavity construction

    填隔熱材料用外部空心墻適用性的評定指南.現行的傳統空腔結構
  2. Between the columns were light, hollow panel walls of double brick.

    柱間是兩磚厚的輕質空心節間墻。
  3. Prevention and cure of medium - sized and mini - sixed unsubstantial walls built by concrete, etc

    混凝土等中小型空心砌塊墻體裂損的防治
  4. Concrete hollow panels contained industrial fly ash and waste slags for partition wall in buildings

    工業灰渣混凝土空心隔墻條板
  5. Insulate your home. cavity wall insulation can cut heat loss through the wall by up to 60 percent

    房屋隔熱可以利用空心墻來減少熱能損耗，降幅高達60 % 。
  6. Uf specification for urea - formaldehyde foam systems suitable for thermal insulation of cavity walls with masonry or concrete inner and outer leaves

    適用於磚砌或混凝土內外層空心墻保溫的脲甲醛
  7. By low - cycle and reverse horizontal loading test, their properties including strength property, deformation property and energy property are studied. we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation. lastly, based the data got from the test, this paper analyses and value the seismic behavior of every members

    在試驗基礎上，研究了軸心受壓構件的承載力計算和穩定問題；研究了低周反復水平加載條件下，彎剪構件和整體空心墻板的強度、變形、能量特性；軸壓構件的荷載特徵值；彎剪構件和整體空心墻板的滯回曲線、骨架曲線、延性等參數；從強度、變形和能耗等方面判別和鑒定各構件的抗震性能，對各個構件給出了試驗的結論、評價。
  8. Specification for airbricks and gratings for wall ventilation

    墻壁通風用通氣空心磚和花柵規范
  9. This paper expounds the research on pumice and its concrete, and the testing result indicates the pumice after being properly machined can be used to make lwac and hollow block

    試驗研究結果表明，張家口地區所開採的浮石經過適當破碎加工、優化分選和顆粒搭配后可配製性能優良的輕骨料混凝土，並可用於製作性能可靠的建築墻體用輕混凝土空心砌塊。
  10. Hollow light partition of aerated concrete with silica and magnesium

    硅鎂加氣混凝土空心輕質隔墻板
  11. Professor chan specializes in structural engineering, his main research interests are in the areas of higher order finite element method, shearwalls and corewalls, and plate and space structures

    陳教授為結構工程學專家，主要研究領域包括高級有限元分析法剪力墻和核心墻板和空間結構。
  12. To study the characteristics of the new - type structure, the psedo - dynamic and psedo - static test of one third - scale model six - storey building assembled with hollow shear wall of r. c. with seams were conducted

    為研究此種新型結構的特性，進行了帶縫空心鋼筋混凝土剪力墻結構六層樓房1 3 . 0模型擬動力試驗和擬靜力試驗。
  13. Next was an experimental study on modification of stone ballast concrete small hollow block. the influence of polypropylene fiber, expansion agent and both of them on permeability - resistance and both moisture expansion and dry shrinkage of the block were systematically tested. the testing results and theoretical analysis slowed that they all can improve its properties, among which polypropylene fiber can most effectively restrain it ’ s moisture expansion and drying shrinkage ; however, the block doubly blended with polypropylene fiber and expansion agent will be likely to most beneficially improve crack - resistance of wall filled with the block

    試驗結果和理論分析表明，單摻聚丙烯纖維、單摻膨脹劑和雙摻聚丙烯纖維與膨脹劑均能改善混凝土空心砌塊的性能，其中，聚丙烯纖維更有利於限制單個砌塊的濕漲干縮，單摻聚丙烯纖維的空心砌塊濕脹干縮的波動性最小;雙摻聚丙烯纖維與膨脹劑對限制石渣砌塊濕脹干縮的效果不理想，但雙摻砌塊將更有利增強于砌塊填充墻的整體抗裂性。
  14. Crack - controlling and leak - prevention technology of small hollow cinder concrete building block filler wall

    爐渣混凝土空心小型砌塊填充墻控裂防滲技術
  15. Through comparing and analyzing of bearing capacity, development of crack and strain of reinforced, the results show that the load - deflection plots f or specimens from the finite element analysis agree well with the experimental data, and choosing the rightful stress - strain relationship, utilizing ansys program, the test process can be well simulated. at the same time, making used of the program, the traditional shear wall is analyzed. it shows that comparing with the traditional shear wall, the hollow shear wall ' s cracking load drop 16 %, yield load and failure load drop 13 %, stiffness drop 13 % ~ 22 %

    其次在試驗的基礎上，將試驗手段、有限元數值模擬方法和理論分析結合起來，利用有限元程序ansys對其中的兩片墻板進行非線性有限元分析，並對前後的承載性能，裂縫發展、鋼筋應變進行了比較和分析，結果表明有限元節點模型分析的荷載-位移曲線和試驗測得數據符合良好，選用合理的材料本構模型，利用ansys可以較好的模擬試驗過程；同時利用有限元模型對比分析了普通剪力墻和空心剪力墻，空心剪力墻與普通剪力墻對比，其開裂荷載下降16 ，屈服荷載、極限荷載下降13 ，剛度下降13 22 ，開裂至屈服、屈服至極限荷載階段的剛度衰減規律與普通剪力墻基本一致，空心剪力墻的後期剛度比較穩定。
  16. The difference between the real size and measured size is too large. on this occasion, ask the user to change it. if the quality of wall makes it hard to fix the frame, that is because the wall is too thin or it is made of hollow brick or light quality brick

    門洞的尺寸，上下或左右相差太大，此類情況必須要求顧客想方法調整墻體質量難以固定門框，墻體過于單薄，或屬于空心磚或輕質磚，此類情況要求顧客安裝后灌注水泥沙
  17. Design of anti cracking of wall in small concrete hollow block residence

    混凝土小型空心砌塊住宅墻體防裂設計
  18. Its test specimens are four r. c hollow shear walls with vertical seams ; they have different heights and two loading measures. firstly, studies the stress distribution and deformation of the shear wall in elastic phase with ansys limited element program

    本課題為帶豎縫鋼筋砼空心剪力墻板抗震性能試驗研究，試驗的對象為四個不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板。
  19. Secondly, by low - cycle and reverse horizontal loading test, their properties including strength property, deformation property and energy property are studied. we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation. at last we analyze the destroy principle and affection reasons of hollow shear wall of r. c with vertical seams in different height and loading measures, we also give the bearing capability calculation formulas and design advises for new type hollow shear wall of r. c

    首先運用ansys有限元程序分析彈性階段水平外荷載施加后，帶豎縫鋼筋砼空心剪力墻板內應力分佈及變形情況，再在試驗數據的基礎上，研究低周反復水平加載條件下，各試件的強度、變形、能量特性；各試件的荷載特徵值；各試件的滯回曲線、骨架曲線；延性及剛度退化等參數；最後，分析了不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板的破壞機理和承載力影響因素，並給出不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板承載力計算公式及設計建議。
  20. The seams divide the wall into several units and the hollow shear wall of r. c w ith vertical seams has small self - weight, small stiffness and good ductility. due to having air insulation, it has good energy saving capability. so this new type shear wall structure will be a kind of ductile structure with advanced seismic behavior

    針對傳統剪力墻結構的弱點，本課題提出帶豎縫鋼筋混凝土空心剪力墻板結構，此種墻板在墻體上設有豎向縫隙，將整塊墻板分成若干墻肢單元，具有自重輕、剛度小、延性大的特點，由於墻板中間有空氣夾層，保溫、隔熱效果也較好，以此種墻板為主體的空心剪力墻結構體系是一種抗震性能優良的「延性剪力墻結構」 。
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