磚砌結構 的英文怎麼說

中文拼音 [zhuānqìjiēgòu]
磚砌結構 英文
brick construction
  • 磚 : 名詞1. （燒製成的建築材料） brick 2. （形狀像磚的東西） brick-shaped things
  • 砌 : 砌Ⅰ動詞（用磚、石等壘） build by laying bricks or stones Ⅱ名詞（臺階） step
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. Standard specification for ceramic glazed structural clay facing tile, facing brick, and solid masonry units

    上釉陶瓷結構粘土面磚飾面瓷磚和實心砌塊標準規范
  2. They were of typical wood-frame construction, with two stories, basement, and a brick chimney.

    這兩幢房屋具有典型的木架結構共兩層，有地下室和一個磚砌煙囪。
  3. Specification for access fittings for chimneys and other high structures in concrete or brick work

    混凝土及砌磚建造煙囪及其它高建築結構攀登用配件規范
  4. In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed

    本文回顧了國內外關于砌體結構抗震性能的研究與發展現狀，針對建築抗震設計規范（ gb50011 - 2001 ）和砌體結構設計規范（ gb50003 - 2001 ）中墻體抗震驗算公式中的不足之處，通過單片墻和帶翼緣墻在垂直荷載和水平反復荷載作用下的對比試驗，研究了帶翼緣墻在水平反復荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等，翼緣墻的存在，主墻抗剪能力可以提高31 ，剛度及變形能力也均有較大提高的結論，墻體驗算公式中應當考慮縱橫墻共同作用的影響。
  5. In the project of jingyuan garden, a national model project for comfortable residence constructed by us, new technologies including dipy framework system, composite external wall, etc are adopted, especially aerated concrete block enclosure structure is adopted for large areas, which has a great demonstration significance in replacing clay brick and with regard to wall restructuring

    在我們承建的國家康居示範工程景元花園項目中，採用了帝枇模網結構體系，復合式外墻等新技術，特別是大面積採用加氣混凝土砌塊圍護結構，在替代粘土磚和墻體改革方面具有極大的示範意義。
  6. Specification for designing and construction of masonry constructed of autoclaved sand - lime bricks

    蒸壓灰砂磚砌體結構設計與施工規程
  7. At the same time in this paper we analyze nonlinear behavior of masonry through finite element method program and obtain its load when the wall start to crack and when it destroy, the p - u curve and so on. a comparison has been made between the data obtained from the experiment and the calculated through finite element method program so that we can study the cause of crack. in this paper we use finite element method to study concrete ' s character to analyze masonry, satisfactory results have been attained

    因此本文在對灰砂磚砌體進行力學性能試驗的基礎上，分析其裂縫產生的破壞模式與開裂機理，並論述了將斷裂力學知識運用於研究砌體裂縫問題的可行性；同時，本文運用有限元方法對結構低周反復加載靜力試驗所做的灰砂磚墻片進行非線性分析計算，得出墻片的開裂荷載、極限荷載、 p ? u曲線，裂縫在墻體上的分佈等，與試驗所得數據對比，以便於研究裂縫的開裂機理，並將研究混凝土的有限元方法運用到對砌體的研究中，取得了較滿意的結果，為類似的試驗分析提供了一條新的思路。
  8. It is faced with glazed tiles of blue, green and yellow, the walls niched in 445 places with each tile made to look like a wood carved image of the reposing buddha

    它為仿木琉璃結構的重檐建築，以藍、綠、黃色的釉面磚砌成，在殿外四壁鑲有靜臥佛像445尊在每一個釉磚的中間，看起來就像是木頭雕刻的一樣。
  9. Through the experimentation for the physical performance of cfpb masonry under local compression, the author has observed the deformation and failure of cfpbm. based on the mathematical statistics and regression analysis of the experimental data, the author derived a feasible and common formula for counting the cfpbm ' s local compression strength regarding the different local compression locations, analyzed stress distribution of local bearing masonry under beams end, and provided the calculating formula on effective supporting length of beam end in brick masonry. as the results of experiments demonstrate, owing to the cfpb ' s own holes " system, the beneficial effects, the bounding effect of surrounding masonry and the spread effect of force, have not developed completely

    試驗結果分析表明：由於多孔磚自身的孔洞結構，砌體內部的圍箍作用和力的擴散作用未得到充分發揮，局壓強度雖較軸心受壓強度有所提高，但仍低於同情況下實心磚的局壓強度；當有上部荷載作用時，對砌體局壓有利的懸臂卸荷作用和內拱卸荷作用均不明顯，因此在推導梁端局壓強度計算公式時，未考慮此可能存在的有利影響，計算偏安全；局壓強度提高系數公式除採用規范公式（二項式）的表達式，還用對數式進行了回歸推導，得到了一個較為普遍的公式；論文還對梁端局壓的梁端有效支承長度計算公式進行了回歸推導。
  10. A coefficient of 0. 9 can be multiplied to ensure the safety of structures. by and large, the back covered porous brick wall with constructional column and gird beam has the same shearing strength under low circulated load as other porous brick wall, so the shear resistance and aseismatic capability can be calculated by the standard method. the experiment indicates that the back covered porous brick wall has good energy absorbing as well as deforming capability, and it can satisfy the requirement of aseismatic structures

    盲孔多孔磚砌體的通縫抗剪強度略低於規范計算值，為保證結構安全，建議設計時乘以系數0 . 9 ；盲孔多孔磚墻片在低周反復荷載作用下抗剪承載力與其它多孔磚墻片基本相當，可按規范方法計算其抗震抗剪承載力；試驗證明帶構造柱及圈樑的盲孔多孔磚墻片有較好的吸能、變形能力，可以滿足抗震結構的要求。
  11. Technical code for perforated brick masonry structures

    多孔磚砌體結構技術規范
  12. Brick masonry structure

    磚砌體結構41
  13. Research on the seismic behavior and design method of large - bay confined masonry structures

    大開間約束磚砌體結構的抗震性能與設計方法
  14. Eurocode 6. design of masonry structures. general rules for buildings. structural fire design together with united kingdom national application document

    歐洲規程6 :磚砌體結構件的設計.第1部分:建築物的通用規則.第2節:結構的防火設計結合英國國家應用文件
  15. Concrete small hollow block, which is in favor of environment and saving plantation, is a kind of wall material to substitute for clay block

    混凝土小型空心砌塊是一種替代粘土磚的良好墻體材料，使用砌塊墻體能節省耕地有利於環保，而且砌塊墻體較磚墻自重輕有利於結構抗震。
  16. Eurocode 6. design of masonry structures. design, selection of materials and execution of masonry together with united kingdom national application document

    歐洲法規6 .磚砌結構件的設計.磚石材料的設計選擇和施工
  17. Eurocode 6. design of masonry structures. simplified calculation methods and simple rules for masonry together with united kingdom national application document

    歐洲法規6 .磚砌結構件的設計.磚砌結構的簡化計算方法合簡單規則
  18. Eurocode 6. design of masonry structures. general rules for buildings. detailed rules on lateral loading together with united kingdom national application document

    歐洲法規6 .磚砌結構的設計.建築物的通用規則.橫向加載的詳細規則
  19. Methods of test for masonry units - determination of real and bulk density and of total and open porosity for natural stone masonry units

    磚石結構體的試驗方法.天然石頭磚砌結構體的實際密度和體積密度及總孔隙度和開放孔隙度的測定
  20. Second, on the base of large scale integer building model tests, anti - seismic property of structure of multi - rib panel is analyzed, and is contrasted with the property of the masonry structure. the research reveals that buildings in structure of multi - rib panel make shear deformation mainly, whose failure process is similar to the single composite panel and the tests result shows that, contracted to masonry structure, carrying capacity of buildings in this structure is 1. 5 times and deformation capacity is about 3 times. in addition, thanks to the lower self - weight, the seismic response of the buildings is far lower than masonry structure

    研究表明：多層密肋壁板結構房屋以剪切變形為主，破壞過程與單塊墻板相似；復合墻板與后澆隱型框架連接成整體結構，協同工作；傳統的底部剪力法適用於本結構體系的抗震計算；試驗結果還表明，該結構房屋最大承載能力是磚混結構的1 . 5倍，變形能力是磚混結構的3倍左右，而房屋自重比砌體結構減少1 4以上，地震反應遠低於砌體結構。
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