墻板結構 的英文怎麼說

中文拼音 [bǎnjiēgòu]
墻板結構 英文
wall-slab structure
  • 墻 : 名詞（磚、石等築成的屏障或外圍） wall
  • 板 : Ⅰ名詞1 （片狀硬物體） board; plank; plate 2 （專指店鋪的門板） shutter 3 [音樂] （打拍子的樂器） ...
  • 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. The blast may deflect structural steel frames, collapse roofs, dish-in walls, shatter panels, and break windows.

    爆震可能使結構物的鋼架變形，屋頂倒塌墻壁內陷，墻板破碎，窗戶玻璃破碎等。
  2. 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

    結合密肋復合墻板的特殊構造，建立墻板的復合材料二相體力學模型，按照混凝土與砌塊體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。
  3. Reduce the use of timber by using alternative structural solutions ( e. g. metal hoarding, system form - work, metal form - work, semi - pre - cast flooring system, pre - cast roofing, dry walls and other structural means such as steel structural section, left - in formwork, etc. )

    改用其他結構方案（例如金屬圍板、標準化模板、金屬模板、半預制樓板系統、預制天面、干墻及其他結構措施，如鋼造結構架和內留的模板等） ，藉此減少使用木材
  4. Gecko can walk on smooth wall freely, even stick to ceiling. so it is important and meaningful to study the movement enginery and apparatus configuration and to develop machine gecko

    壁虎能在光滑的墻壁上行走自如，甚至能貼在天花板上，因此研究壁虎的運動機能和器官結構、研製仿生機械壁虎具有非常重要的意義。
  5. The sentry box of the activity fully use internal wall panel and one s own intensity of the roof boarding, through draw nail, bolt, connection nailed to make up finalize the design the prefab system. construction swift, being portable, especially suitable for urban municipal administration, entrance guard room, service department, etc

    活動崗亭是通過充分利用夾芯墻板及屋面板的自身強度，通過拉釘螺栓自攻釘將鋼結構底座墻面夾芯板和屋面板連接組成的房屋系統。
  6. Structural use of timber - fire resistance of timber structures - recommendations for calculating fire resistance of timber stud walls and joisted floor constructions

    建築用木材.第4部分:木結構耐火性.第2節:木螺栓墻和格柵地板結構耐火性計算推薦標準
  7. Trapezoidal sheeting in building ; trapezoidal steel sheeting ; structural analysis and design

    建築物中梯形護墻板.梯形鋼板.結構分析和設計
  8. Timber structures - test methods - soft body impact test of timber framed walls ; german version en 596 : 1995

    木結構.試驗方法.木板結構墻軟物沖擊試驗
  9. Timber structures - test methods - racking strength and stiffness of structural wall panels ; german version en 594 : 1995

    木結構.試驗方法.墻圓板木板結構墻壁的承重能力和
  10. 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

    本文針對密肋壁板結構的主要受力構件? ?密肋復合墻體為研究對象，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 ）通過對密肋復合墻體在水平低周反復荷載和單調荷載作用下的試驗研究，提出了墻體的主要破壞模式；分析了框格與內部填充砌塊、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體的承載能力、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體的簡化力學模型。
  11. Kiln guiding - rail bricks, supporting suspension bricks and ultra - thin extruded batts are recently developed for the phenomenon of pollution and pulverization caused by using insulation bricks or high - temperature refractory wool in the kilns. they are made from cordierite and mullite with a high strength. they can cover the kiln wall structure made of refractory fiber, greatly reduce pollution and pulverization, remarkably save the energy, easy to be constructed on worksite, and the aspect is beautiful and novel. they are ideal material for large - scale shuttle - kiln or computerized puadrate kiln

    窯體道軌磚及支撐吊磚和超薄中空板是針對目前窯爐採用傳統耐火材料在使用過程中由於組多原因造成落臟或粉化現象而開發生產；它是堇青石-莫來石材料製造而成，強度大，熱穩定性佳、覆蓋耐火纖維製品組成窯爐墻體結構，它能大大減輕落臟與粉化現象，節能效果十分明顯、施工方便、整體美觀新超是高級大型梭式或電腦方窯等窯爐的理想材料。
  12. The works included 24 bored piles of 2. 5 meters in diameter and 55 meters in depth, 500 meters long underground concrete diaphragm wall of 0. 8 meters thick and 25 meters deep, 450 pre - cast concrete pile of 0. 5 meters in diameter, 12 meters deep soil excavation with multi - layer post - tensioning shoring system, reinforced concrete pile caps and basement slabs

    其工程內容包括了24支直徑2 . 5米，深達55米直入巖層的鉆孔樁，周長500米，深度25米，厚度0 . 8米的地下連續混凝土墻， 450支直徑0 . 5米預制混凝土樁， 12米深開挖，多層水平鋼支撐系統，混凝土樁承臺及地庫底板結構。
  13. The seams divide the wall into several units and the hollow shear wall of r. c w ith vertical seams has small self - weight, small stiffness and good ductility. due to having air insulation, it has good energy saving capability. so this new type shear wall structure will be a kind of ductile structure with advanced seismic behavior

    針對傳統剪力墻結構的弱點，本課題提出帶豎縫鋼筋混凝土空心剪力墻板結構，此種墻板在墻體上設有豎向縫隙，將整塊墻板分成若干墻肢單元，具有自重輕、剛度小、延性大的特點，由於墻板中間有空氣夾層，保溫、隔熱效果也較好，以此種墻板為主體的空心剪力墻結構體系是一種抗震性能優良的「延性剪力墻結構」 。
  14. With seismic loading tests on multi - rib composite walls and integer building models, this paper researches comprehensively on practical design methods for the structure of multi - rib panel, and provides the theoretical foundation for engineering application of this structure system

    本文結合密肋復合墻板力學性能試驗及整體房屋模型試驗，較全面分析研究了多層密肋壁板結構的實用設計方法，為該結構體系的工程應用奠定了理論基礎。
  15. Combined with test research and current code, the practical design methods of the tier structure of multi - rib panel are researched chiefly. basic principles in the process of structure conception design are achieved, practical computing formulas for rigidity and load - bearing of the structure of multi - rib panel are deduced, practical design methods and process for buildings in the structure are expatiated, and actual project is seismic calculated as an example in this paper

    提出結構概念設計應遵循的基本原則，包括結構體系的適用范圍，房屋層數及高寬比限值，建築平面及豎向布置要求；給出復合墻板的剛度及承載力實用計算公式，並與試驗值進行對比；闡述了多層密肋壁板結構房屋的實用設計方法及設計步驟，並將實際工程作為算例，進行了詳細抗震驗算。
  16. With static elasto - plastic analysis method, the mrs behavior different from shear wall structure in intense earthquake is obtained. the basic way employing displacement - based design method for the structure and points for attention in practical project design are indicated. based on the experimental and theoretical achievement and compared with the general rc structure systems, moderate high - rise mrs conceptual design principle, seismic design method and section requirement is stipulated

    （ 5 ） .中高層密肋壁板結構基於位移的抗震設計將基於位移的抗震設計思想引入結構設計之中，規定了密肋壁板結構滿足不同性能要求的層間位移角限值，並應用靜力彈塑性分析方法得出體系與混凝土剪力墻結構在大震作用下的不同反應特徵。
  17. Abstract : in this paper, the writers take the pile - plank wall applied in the railway from maga to putaoqin, a feeder railway to neijiang - kunmin railway line, as an example to introduce the structrue, the construction technology, the method of construction and the writers ? experience in construction. this research provides reference for the projects of the same kind

    文摘:以六盤水樞紐內昆鐵路引入線馬嘎至葡萄菁段樁板墻工程為例，介紹了樁板墻的結構特點、施工工藝、施工方法以及施工中的一些體會，可為同類工程借鑒
  18. Wall slab structure

    墻板結構2
  19. On the basis of previous study, the load - bearing characteristics of the wall are analyzed ; heat transfer and thermal - insulating mechanism of the exterior slab are studied ; local thermal bridge disposal and integral thermal - insulating disposal of the exterior slab are put forward ; and finally, the horizontal and vertical links of the slabs in the structure are discussed

    結合課題組的前期研究成果，闡述了節能復合墻體結構的受力特點；研究了復合外墻板傳熱、保溫機理，提出了外墻板的局部熱橋處理和結構整體外保溫處理相結合的工藝方法；最後就本結構體系中各受力構件之間的水平及豎向連接問題進行了探討。
  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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