block masonry 中文意思是什麼

block masonry 解釋
砌塊工程
  • block : n 1 片，塊，大塊；粗料，毛料；木料；石料；金屬塊；【建築】塊料，砌塊；【地質學；地理學】地塊。2 ...
  • masonry : n. 1. 石工技術；石工行業；石造建築。2. 〈M-〉共濟會制度[綱領、儀式]；〈集合詞〉共濟會成員。
  1. Code for design on concrete and block masonry structure of railway bridge and culvert

    鐵路橋涵混凝土和砌體結構設計規范
  2. We calculate composite block masonry ' s heat transfer coefficients under different conditions, then we discuss these data according to the energy efficiency criterion in wuhan city and come up with the key factors which influence the thermal performance of composite block masonry, . at the end of this paper we summarize and look forward to the future of composite blocks in engineering practice in mechanics and thermal sides

    在熱工性能方面，對復合砌塊砌體的保溫、隔熱性能進行了分析與推導，定量推導了多種情況下復合砌塊砌體的傳熱系數，並結合武漢市的地方節能標準進行了論證，提出了影響復合砌塊砌體熱工性能的關鍵因素。
  3. Deep foundation design of high - rise residential building reinforced block masonry

    高層住宅建築配筋砌塊砌體深基礎設計
  4. The experiments show all the compression strength shear strength, elastic modulus of the composite blocks and their masonry can satisfy the requirements of standard compared to concrete, the haojiao materials elastic modulus is so low that we ignore it ' s improvement to the composite block ' s compression strength. however the area of horizontal mortar joint of composite block masonry is enlarged just because of the haojiao materials " existence, so the shear strength of composite block masonry is higher than one of small hollow betonblock masonry in thermal performance, the heat - preservation and heat - insulation capabilities of composite block masonry are analyzed and researched

    試驗表明：復合砌塊及其砌體的抗壓、抗剪強度、彈性模量等均滿足規范規定的要求；由於昊角材料與混凝土相比，彈性模量相差懸殊，在受壓時，可以不考慮昊角材料芯塊對復合砌塊及砌體抗壓強度的提高，同時又因為昊角材料的存在，砌體水平灰縫面積增大，復合砌塊砌體的抗剪強度較空心砌塊砌體有較大的提高。
  5. Properties of high - strength concrete small - sized hollow block masonry

    高強混凝土空心砌塊砌體基本力學性能研究
  6. Block masonry structure

    砌塊砌體結構41
  7. Nonlinear fem analysis for shear capacity of reinforced block masonry shear wall

    配筋砌塊砌體剪力墻抗剪承載力非線性有限元分析
  8. Finite element analysis to crack - resistance behavior of prestressed concrete block masonry

    預應力混凝土砌塊砌體抗裂性能的有限元分析
  9. Finite element model of nonlinear dynamic analysis for small - size conc rete hollow block masonry

    砼小型空心砌塊砌體的非線性動力分析有限元模型
  10. Calculation analysis on compression and shear strength of composite hollow concrete block masonry

    復合混凝土空心砌塊砌體受壓及受剪承載力計算分析
  11. Study on the control measures of cracks in small - size concrete hollow block masonry walls

    混凝土小型空心砌塊墻體裂縫控制措施研究
  12. Some conclusions are revealed from these results : the bearing press capacity of concave concrete block wall is a little smaller compare to normal block wall, but the shear bearing capacity, the crack load and ultimate load are distinct lager than the later, and the amount of cracks are more than normal block masonry

    分析結果表明，凹形砌塊墻體受壓承載力比普通砌塊墻體的受壓承載力略低，而受剪承載力明顯高於普通砌塊墻體。凹形砌塊砌體與普通砌體相比，凹形砌塊墻體的開裂荷載、極限荷載明顯要高，砌體內的裂縫數量要多。
  13. According to the simulating results and adopted regression analysis method, stress ? strain curve and shear bearing capacity calculate formula of block masonry are gotten

    根據模擬數據回歸得到了砌體應力-應變曲線，以及受剪承載力計算公式。
  14. In addition, 4 pieces of prestressed small - sized concrete hollow block masonry models and 1 piece of normal concrete hollow block masonry model are tested under frequency low - cyclic static load. some seismic behaviors such as strain - stress curve and ductility of the prestressed masonry were analyzed

    進行了4片預應力砌塊砌體墻和1片對比用普通墻的低周反復荷載試驗，分析了預應力砌體的滯回曲線、延性等抗震性能。
  15. 22 compressive specimens of high - strength small - sized and 9 shear specimens of behavior hollow - block concrete - masonry are tested, and some formulas tested are not fit for the calculation for high strength concrete - block masonry compared with the code

    摘要空心砌塊砌體已逐漸代替粘土磚，為研究高強砌塊砌體的力學性能，對22個高強混凝土空心砌塊砌體試件的受壓性能、 9個試件的抗剪性能進行了試驗研究，並與《砌體結構設計規范》中的相關公式進行了比較。
  16. We designed five walls for simulate both sides of the top floor. proceeded to add unilateral horizontal static loading experiment to 4 pieces of prestressed small - sized concrete hollow block masonry models and 1 piece of normal concrete hollow block masonry model. crack - resistance behaviors were analyzed, and we have proceeded prestressing loss survey for 25 days, and discussed the reasons of prestressing loss

    模擬房屋頂層兩端單元設計試驗模型，進行了4片預應力砌塊砌體墻和1片對比普通墻體水平單調靜力加載試驗，並且進行了25天的預應力損失觀測，探討了預應力損失和加載過程中預應力筋應力的變化等問題，分析了預應力砌體的抗裂性能。
  17. Contributing factors and preventive treatment of crack in a small hollow concrete block masonry

    混凝土小型空心砌塊建築裂縫的成因及防治
  18. Experimental study on seismic behavior of prestressed small - sized concrete hollow block masonry walls with window opening

    預應力混凝土小型空心砌塊帶窗洞砌體抗震性能試驗
  19. Based on domestic and international researches, this paper have experimental researched on crack - resistance and seismic behaviors of prestressed small - sized concrete hollow block masonry, and below is the concrete contents of research : adopt a finite element analysis soft, and proceed nonlinear finite element analysis to different type and different structure measure of walls. the result expresses that the walls which have window, have stress concentration at the window cape, and easily appear the cracks, the same type walls " carrying capacity of crack - resistance are greatly improved after being prestressed, and compare the different type walls, a problem is discovered that window or hole is consumedly lowered the carrying capacity of crack - resistance and stiffness of wall

    具體研究內容如下：採用有限元分析軟體對不同類型、不同構造措施的墻體進行了非線性有限元分析，結果表明：開窗洞墻體在窗角處存在應力集中，容易開裂；同種類型墻體在施加低預應力度后，其抗裂承載力有較大的提高；不同類型的墻體比較發現，窗洞對墻體抗裂性能、剛度有很強的消弱作用，與試驗結果相符。
  20. Basing on compressive mechanism and main factors that impact compressive strength, the compressive strength formulas of block masonry are establish, using stress and strain method respectively ; basing on mechanism of shear and main factors that impact shear strength, the shearing strength formulas of block masonry are set up, introducing hoffman rule and the twin shear strength theory method respectively

    依據受壓工作機理和影響砌塊砌體抗壓強度的主要因素，分別用應力法和應變法建立了砌塊砌體抗壓強度公式;依據受剪工作機理和影響砌塊砌體抗剪強度的主要因素，用hoffman準則和雙剪強度理論分別提出了砌塊砌體抗剪強度公式。
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