砌磚體 的英文怎麼說

中文拼音 [qìzhuāntǐ]
砌磚體 英文
brick masonary
  • 砌 : 砌Ⅰ動詞（用磚、石等壘） build by laying bricks or stones Ⅱ名詞（臺階） step
  • 磚 : 名詞1. （燒製成的建築材料） brick 2. （形狀像磚的東西） brick-shaped things
  • 體 : 體構詞成分。
  1. Back covered porous brick has been developed in the late period of 1990 ' s, and is produced by semi - dry - pressing method. it has such many advantages as high production efficiency, energy saving, high density, beautiful appearance, high strength, easy bricklaying, and can save 1 / 3 masonry mortar compared with solid brick

    盲孔多孔磚是20世紀90年代後期研製成功的、用半干壓法壓製成型的封底多孔磚，它生產效率高，節約能耗，產品緻密，外形好，強度高，易砌築，用於砌體工程時，可節約1 3砂漿。
  2. Experimental study on home position test of shearing strength of porous brick masonry

    多孔磚砌體抗剪強度原位檢測的試驗研究
  3. This machine is applicable to various concrete burned bricks from wasted residues such as coal and slag. these bricks can replace the red brick we use now. they are the first choice of material for wall reform

    Qt3 - 25qt10 - 15型全自動砌塊成型機，該機適用生產此粉煤炭礦渣等廢渣為原料的各種混凝土免燒磚：如實心磚，多孔磚等，該產品可代替現有的紅磚，是墻體改革的首選材料。
  4. The production reason and precautionary measures of temperature crack in the wall body that built with the brick

    磚砌墻體溫度裂縫的產生原因及預防措施
  5. 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。
  6. Collars for masonry manhole shafts for underground tanks designed for the storage of flammable and non - flammable water polluting liquids

    易燃的和不易燃的水污染液體地下存儲用的容器的磚砌
  7. 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。
  8. 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
  9. 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。
  10. Methods of test for mortar for masonry - determination of dry bulk density of hardened mortar

    砌磚工程用灰漿的試驗方法.硬化灰漿的干體積密度的測定
  11. Buildings made of air blocks react sensitively to factors effecting crack. under same conditions, the blockworks of building crack worse than wall made of clay bricks and crack types are also more complicate. purpose of the thesis : from the reasons of crack, crack development, domestic and overseas theories on crack, i make a deep research on crack

    砌塊墻體與普通粘土磚墻體開裂的現象有相當的一致性，又有其特殊性，由於砌塊建築對影響開裂的因素反應更為敏感，在相同情況下，砌塊建築墻體開裂的程度比粘土磚墻體要嚴重，裂縫的類型也比較復雜。
  12. Cutting tools - carbide - tipped masonry drills and blanks for carbide - tipped masonry drills

    切削工具.硬質合金鑲嵌鉆頭的磚砌體鉆及其磚砌體鉆的毛坯
  13. 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。
  14. Steel mesh reinforced brick masonry member

    方格網配筋磚砌體構件41
  15. Third, the paper builds block construction residential building system assessment indicator system using the methods indicators, it assess block and clay brick construction building system, and arrives at the following conclusion : the block construction residential building system has advantage in almost all aspects comparing with clay brick construction building system

    第三，本文應用評價指標體系的方法，對砌塊住宅建築體系評價指標體系進行了構建，應用德爾非專家判斷法，對砌塊和實心粘土磚建築體系進行了評價，得出結論：砌塊住宅建築體系幾乎在所有比較方面都優于實心粘土磚建築體系。
  16. Paints and varnishes - coating materials and coating system for exterior masonry and concrete - part 3 : determination and classification of liquid - water transmission rate permeability ; german version en 1062 - 3 : 1998

    油漆和清漆.外部砌磚體和混凝土用塗層材料和塗層系統
  17. Abstract : aimming at the defects of the brick masonry norm, through test on masonry wall models, the monolithic spacial effect for longitudinal and lateral walls of brick masonry buildings is studied and suggestions of calculated formulas for seismic resistance design and analysis are proposed

    文摘:針對砌體規范中墻體抗震驗算中的不足之處，通過模型磚墻試驗，研究了帶翼緣墻在水平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，並提出了在墻體抗震驗算中應當考慮縱橫墻共同作用的建議
  18. This paper deals with the application of afrp for shear and seismic strengthening for brick masonry walls and investigates the shear and seismic mechanism of the brick masonry walls

    本文主要對芳綸纖維加固磚砌體的受剪和抗震性能進行了試驗研究，分析了芳綸纖維加固磚砌體的受剪破壞機理。
  19. 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。
  20. Brick masonry wall

    磚砌體墻42
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