砌磚墻 的英文怎麼說

中文拼音 [qìzhuān]
砌磚墻 英文
line with bricks
  • 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
  • 墻 : 名詞（磚、石等築成的屏障或外圍） wall
  1. To finish the wall by friday we ' ll have to double up on the number of bricklayers

    為了在星期五前完成這堵墻，我們只得加倍增加砌磚工人的人數。
  2. It is a two - hall building with cocklofts, providing classrooms and living quarters and comprises a rectangular structure of green brick walls, with unfired mud - bricks and rammed earth for internal partitions

    書屋外形呈長方形，墻身用青磚砌築，屋內用未經燒制的泥磚和夯土作間隔。
  3. This four - storey building was classic in style, the whole of the front and the main architectural features of the back and end elevations being carried out in cement plaster. all exposed brickwork in the exterior elevations was of red formosa facing bricks

    這幢四層高的建築物具古典風格，整個大樓的正面、以及其具建築特色的背面及側面皆以水泥建成，而所有外墻均以紅磚砌成。
  4. The gabled brick, tile, and freestone houses had almost dried off for the season their integument of lichen, the streams in the meadows were low, and in the sloping high street, from the west gateway to the medieval cross, and from the medieval cross to the bridge, that leisurely dusting and sweeping was in progress which usually ushers in an old - fashioned market - day

    那些帶有用磚砌的山墻和蓋有屋瓦的石頭房子，外面的一層苔蘚已經因為乾燥的季節差不多曬干脫落了草場上溝渠里的水變淺了，在那條斜坡大街上，從西大門到中古十字路，從中古十字路到大橋，有人正在不慌不忙地清掃大街，通常這都是為了迎接舊式的集市日子。
  5. Brick masonry walls built with a technique known as reinforced grouted brick masonry performed excellently.

    用新的施工技術砌築的配筋灌漿磚墻表現良好。
  6. In the early times, we once lived on a piece of land where there was a dilapidated house leveled almost to the ground. master was able to build a simple house on the remaining foundation and walls. she did everything herself, mixing concrete, laying bricks, plastering walls, setting up wooden frames, hammering big nails, and even doing the plumbing

    當時我們所住的那塊地上，有一處幾乎只剩地基的斷垣殘壁，師父就順著它所殘留的形勢在地上繼續蓋起一棟簡單的房子，從拌水泥砌磚塊抹墻壁架木頭槌大釘接水管等等，無不親自動手。
  7. Rectangular in shape, the fort measures 46m by 21m and its walls are built of semi - dressed stone and green bricks

    炮臺長約四十六米，闊二十一米，墻身以花崗石及青磚疊砌而成。
  8. The research suggests that the failure process of the multi - ribbed composite walls under horizontal seismic loads is : the cracks of the infilled silicate bricks and the cracks of the inner rib beams and rib columns - the cracks of the outer frames ; and that the walls can release energy by stages, showing perfect capacities of energy dissipation and collapse resistance

    研究表明：復合墻板在水平地震力作用下，其破壞過程按「填充砌塊?肋梁肋柱?外框架」的順序進行，分級釋放能量；試驗中墻板大部分發生剪切滑移破壞；墻板的平均抗剪承載力、延性指標、耗能及抗倒塌能力明顯優于組合磚墻。
  9. 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。
  10. 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。
  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. 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
  13. 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。
  14. Brick masonry wall

    磚砌體墻42
  15. In seismic behavior confined shale brick masonry wall can be a good substitute for confined clay brick masonry wall

    在抗震性能上頁巖磚完全可以取代粘土磚作為約束砌體墻的砌築材料。
  16. The experiments of 9 pieces of confined shale brick masonry walls subjected to low - cyclic reversed horizontal load were carried out, and the failure characteristics, seismic behavior and lateral - resisting bearing capacity of this kind of walls were studied

    摘要通過9片約束頁巖磚砌體墻的低周反復水平荷載試驗，研究了約束頁巖磚砌體墻的破壞特徵、抗震性能和抗震受剪承載力計算公式。
  17. Through the experiments and analysis, it can be concluded that confined shale brick masonry wall has good deformation property and high lateral - resisting bearing capacity, its ductility is close to confined clay brick masonry wall ' s, and its lateral - resisting bearing capacity is higher than confined clay brick masonry wall ' s

    試驗表明約束頁巖磚砌體墻具有良好的變形性能和較高的抗震受剪承載力，其延性系數接近約束粘土磚砌體墻延性系數，其抗震受剪承載力計算式可採用與約束粘土磚砌體墻相同的公式。
  18. 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。
  19. Aimed at this instance, professor wankang luo of chongqing jianzhu university has processed much elementary research on antiseismic capability advancement of expansion web on masonry brick building. the article has researched the form and mechanization of failure, crack resistance and bearing capacity, ductility, energy dissipation, hysteretic behavior, deformation, ect, through test to contrast models with rate 1 : 2 reinforced by expansion web and steel web. the result of the study has testified it an efficient measure to lay expansion web into masonry brick building for entirely improving antiseismic strength

    在原有兩座1 : 2三層雙開間混合結構房屋模型抗震性能研究的基礎上，分別用擴張網和鋼絲網兩種材料進行加固，通過比較以揭示擴張網對于砌體結構抗震性能提高作用的內在規律，並在鋼絲網水泥漿法加固磚墻的抗剪計算公式基礎上提出一種較能反映擴張網這種新型材料受力特性的擴張網水泥砂漿加固砌體結構的抗剪計算方法。
  20. The productions include : 1. the investigation of crackss of masonry structures, the characteristic and the reason on cracks of wall ; 2. the limited element analysis about datum of brick - wall the relation between the maximal stress in wall and the relative sedimentation of foundations, the relation between the cracks form in wall and inner stress, the validity of limited element mode ; 3. the limited element analysis about the relative sedimentation of foundations, the influence of ratio of length and height, foundations rigidity, groundsill rigidity on the inner stress in wall ; 4. the limited element analysis about the influence of temperature on wall cracks and the influence of space between extension cracks, difference in temperature on the inner stress in wall ; 5. the analysis about the cracks rule because of temperature, the contrast between the result and the simulant result ; 6. the study about the influence of cracks of masonry structures because of constriction stress, the experience of dealing with constriction cracks in the domestic and the foreign ; 7. the advice of avoiding cracks because of the asymmetric sedimentation temperature, constringency in design and construction

    本研究結合實際工程中的砌塊建築普遍存在的裂縫問題，參照磚墻裂縫調查研究的成果，針對我省的砌塊應用狀況，進行了充分的調研，並查閱大量的文獻資料，總結了砌塊建築墻體裂縫的特點和規律，通過對溫度裂縫、沉降裂縫的有限元分析和經驗公式的對比，深入的探討了墻體開裂的影響因素，結合各地實際工程經驗，在對混凝土砌塊墻體在材料、設計、施工等方面進行系統的理論分析、綜合研究的基礎上，給出開裂的防治方法，促進混凝土砌塊在我省的推廣應用，為相關規范的編制提供理論依據和經驗分析，主要研究成果有： 1砌塊砌體開裂的調查研究，墻體開裂的特點和原因總結； 2有限元分析磚墻實測數據，揭示了墻體內最大主應力和地基相對沉降量的關系及墻體開裂形態與內部應力的聯系，並且驗證了有限元模型的有效性； 3
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