砌塊砌體結構 的英文怎麼說

中文拼音 [kuāijiēgòu]
砌塊砌體結構 英文
block masonry structure
  • : 砌Ⅰ動詞(用磚、石等壘) build by laying bricks or stones Ⅱ名詞(臺階) step
  • : 名詞(古時佩帶的玉器) penannular jade ring (worn as an ornament in ancient china)
  • : 體構詞成分。
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : 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. Considering the special structure of multi - ribbed slab, founding diphase body mechanical model of compound material, strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick, the paper drew elastic compution constant and shear constant. based on the things, the paper simplified isotropy compution model to wall, gave practical design formula of elastic mold and shear mold, provided necessary parameter for practical design formula of elastic rigidity. finally the calculating results agree well with the text results

    合密肋復合墻板的特殊造,建立墻板的復合材料二相力學模型,按照混凝土與積比不變原則對肋梁肋柱同時加強,得出墻板的彈性計算常數及剪切常數,在此基礎上,進一步將墻板簡化為各向同性的計算模型,給出墻板彈性模量及剪切模量實用計算公式,為密肋復合墻板的實用彈性剛度計算公式提供必要的參數。
  2. Reinforced concrete masonry shear wall structure is a new type of structure, the theory of computing and analysis for it is juvenility

    配筋剪力墻是一種新型的建築系,其內力分析和計算理論還較不成熟。
  3. Standard practice for construction of a stepped block and its use to estimate errors produced by speed - of - sound measurement systems for use on solids

    階梯形和固用聲速測量系統對進行檢驗產生的評估錯誤
  4. Though much progress has been achieved in previous study, there still remains a lot to be studied and perfected. the thesis is devoted to study on the multi - ribbed slab wall, the main bearing member in mrss, including its mechanism, failure mode, aseismic capability, mechanical models, ultimate bearing capacity and aseismic design based on control. the paper mainly accomplished such work as follows : 1 ) based on test research on multi - ribbed slab wall, the paper proposed the member ' s failure modes under horizontal loads, analyzed the co - performance between the inner frame and the infilled silica bricks and that between the slab and the outer frame, discussed the wall ' s bearing capacity, rigidity, deformation, ductility and energy dissipation ability in different modes, and put forward a simplified mechanical model of the slab wall under vertical loads

    本文針對密肋壁板的主要受力件? ?密肋復合墻為研究對象,就其受力機理、破壞模式、抗震性能、三階段力學模型、極限承載能力以及基於控制的抗震設計方法等進行了較為詳細的研究,完成的主要工作有: 1 )通過對密肋復合墻在水平低周反復荷載和單調荷載作用下的試驗研究,提出了墻的主要破壞模式;分析了框格與內部填充、墻板與外框的共同工作的受力特點;探討了不同破壞模式情況下墻的承載能力、剛度、變形、延性、耗能等抗震性能,並給出了豎向荷載作用下密肋復合墻的簡化力學模型。
  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,採用了帝枇模網系,復合式外墻等新技術,特別是大面積採用加氣混凝土圍護,在替代粘土磚和墻改革方面具有極大的示範意義。
  6. Based on the experiment of full - sized cshb walls under lateral and vertical loads, initial crack - resisting stiffen formula was deduced by considering the influence of concrete beams, concrete core columns, structural columns, vertical pressure and window ( or door ). the results calculated from the formula were fit well with the experimental results. by the analysis of displacement at initial crazing, probability statistical mode and its parameters of relative displacement angle were presented

    在介紹和總本課題的室內足尺寸單片墻抗側力性能試驗的基礎上,考慮了圈樑、芯柱、造柱和墻正壓力、開門窗洞等因素對抗側剛度的影響,提出了綜合各種因素的初裂抗側剛度公式,與試驗果具有很好的一致性;合試驗的初裂位移分析,給出了層間相對位移角的概率統計模式及相應的統計參數,提出了小建築層間位移角的控制標準。
  7. Due to aac ' s unique cell structure and absorbing water propriety, however, there are still many problems, when we adopt ordinary mortar to construct and plasterer ash, such as wall crack, big area of layer of plasterer ash crack and partially hollow drum, even according to present aac technical specifications, for the actual operation craft is so complicated that it is very to guarantee each preface quality

    然而,由於加氣混凝土本身特有的多孔和吸水特性,採用普通砂漿築與抹灰,即使按現行加氣混凝土施工規定的方法施工,由於實際操作工藝復雜,各工序質量難以保證,依然有墻開裂,抹灰層大面積龜裂和局部起鼓、空殼、脫落等現象。
  8. 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,本文應用評價指標系的方法,對住宅建築系評價指標系進行了建,應用德爾非專家判斷法,對和實心粘土磚建築系進行了評價,得出論:住宅建築系幾乎在所有比較方面都優于實心粘土磚建築系。
  9. This system is the new type, in which the connection between the special - shaped column and concrete block is stronger than that of frame structure and the dark beams are located and its constructional sequence is brickwork first and placing columns second and concrete blocks are as bottom forms when beams are placing

    這種新型形式的主要特點包括:異形柱與為馬牙槎連接、墻內含有暗梁、施工順序為先墻后澆柱、梁澆築時以為底模。
  10. Block masonry structure

    砌塊砌體結構41
  11. Concrete small hollow block, which is in favor of environment and saving plantation, is a kind of wall material to substitute for clay block

    混凝土小型空心是一種替代粘土磚的良好墻材料,使用能節省耕地有利於環保,而且較磚墻自重輕有利於抗震。
  12. Block wall is supposed as a uniform material and having same properties in every direction, and its relation of stress - strain adopts the model of zhejiang university structure lab. aided by ansys, eight types of walls under level load have been nonlinear analyzed and achieved the cracking, extreme load, cracks location and form respectively. the simulation results show great agreement with experiment results

    材料做勻質、各向同性處理,採用浙江大學工程研究所推薦的非線性本關系,利用ansys中的混凝土單元solid65模擬和鋼筋混凝材料,共對八種類型墻進行了非線性有限元模擬分析,分別得出了各種墻的初裂、破壞荷載、裂縫開展情況、應力、位移等果,初裂、破壞荷載和實測值相差不大,模擬的初始裂縫位置、形式以及裂縫開展情況與實驗果比較吻合。
  13. But this time, the authors considered more factors that can influence the precise, which include plastic resistant moment of special - shaped columns, bending stiffness of beams and cracking of walls. then, the equivalent width of diagonal strut is worked out. based on above results, the bar system model is used to calculating the internal force of the structure and the results were match the testing data basically

    給出的簡化計算方法,本文利用的斜壓桿等效原理,並考慮了異形柱的塑性抵抗矩、 0梁的抗彎能力以及馬牙搓連接等多種因素,解出了斜壓桿的等效寬度,在此基礎上按桿系模型對進行了簡化靜力驗算,果與試驗基本相符。
  14. 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

    摘要空心已逐漸代替粘土磚,為研究高強的力學性能,對22個高強混凝土空心試件的受壓性能、 9個試件的抗剪性能進行了試驗研究,並與《設計規范》中的相關公式進行了比較。
  15. Abstract : the paper analyzes work coordination between r. c walls and block walls in small size block residence houses with rooms of large width and length up to seven floors in district being seven degrees of intensity. the mechanical behaviour and role of r. c. wall in the system of block structure are also researched in this thesis

    文摘:通過對7度區7層開間大進深砼小型住宅墻與鋼筋砼墻系協同工作的分析,研究了砼墻在系中的受力性能和所起的作用。
  16. 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:多層密肋壁板房屋以剪切變形為主,破壞過程與單墻板相似;復合墻板與后澆隱型框架連接成整,協同工作;傳統的底部剪力法適用於本系的抗震計算;試驗果還表明,該房屋最大承載能力是磚混的1 . 5倍,變形能力是磚混的3倍左右,而房屋自重比減少1 4以上,地震反應遠低於
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