砌塊層 的英文怎麼說

中文拼音 [kuāicéng]
砌塊層 英文
block layer
  • : 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)
  • : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...
  1. Based on tests of nine 1 / 2 - scaled model slabs under vertical loads, the paper analyzed load - deformation curve and proposed limit value of height - width ratio under axial loads. 2. based on aseismic tests, the paper put forward a model of concrete frame, silica brick and a combination of the two, proposed that the silica brick works as a 45 compression bar, analyzed the factors which may influence bearing capacity of the slab and advised a formula including the numbers of bays and of storeys of the frame

    通過對墻板模型的抗震性能試驗研究,建立了由鋼筋混凝土框格、以及兩者協同作用三個部分組成的承載力極限狀態下的理論簡化計算模型;提出了墻板中填充等效斜壓桿寬度按45度計算的統一量化標準;分析了影響墻板承載力的主要影響因素,給出了表達墻板框格數和跨數不同的斜截面承載力實用設計計算公式。
  2. Since the temperature difference was most important parameters in thermal effects calculation, a combined temperature difference method considered year temperature difference and day temperature difference was put forward. with the combined temperature difference obtained from field tests, a lot of calculations have been done by finite element method ( fem ), considering of different structural measures. the law of displacement and stress in cshbb was presented and a relative displacement formula was deduced

    在介紹小建築的溫度作用分析方法的基礎上對溫度作用計算中最重要的參數? ?溫差取值進行了探討,提出了同時考慮年溫差和日溫差影響的組合溫差取值方法;根據各種不同的組合溫差取值方法,結合現場實測數據給出了試點建築的組合溫差取值,並考慮了不同構造措施的影響,對試點建築進行了有限元的溫度效應計算;給出了小建築的位移變化規律和應力變化規律以及間相對位移的計算表達式。
  3. Rubber block and rubber pavement - test methods

    橡膠和橡膠鋪.試驗方法
  4. A couple of soldiers mix cement on the street, lifting it up by a backhoe to their colleagues who use it as mortar, placing concrete block on top of concrete block

    幾名士兵在街道上混合水泥,用鋤鏟機舉升給同袍們用作砂漿,一地累混凝土
  5. Through gloomy vaults where the light of day had never shone, past hideous doors of dark dens and cages, down cavernous flights of steps, and again up steep rugged ascents of stone and brick, more like dry waterfalls than staircases, defarge, the turnkey, and jacques three, linked hand and arm, went with all the speed they could make

    德伐日看守和雅克三號手牽著手以最快的速度穿過了終年不見陽光的拱門,穿過了黑魃魃的洞窟的猙獰的窄門,走下了洞穴狀的臺階,爬上了石頭與磚成的嶙絢而陡峭的石梯那東西與其說像階梯,倒不如說像乾涸的瀑布。
  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

    在介紹和總結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、構造柱和墻體正壓力、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,與試驗結果具有很好的一致性;結合試驗的初裂位移分析,給出了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結構和吸水特性,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,依然有墻體開裂,抹灰大面積龜裂和局部起鼓、空殼、脫落等現象。
  8. Deep foundation design of high - rise residential building reinforced block masonry

    住宅建築配筋體深基礎設計
  9. Qt6 - 20technology description : qt6 - 20 ( 07 new ) with double - layer fabric automatically block molding machine is based on china ' s national conditions, combining the majority of the old and new customers, improved design a suitable - sized customers automatic machine, the aircraft used plc intelligent control, hydraulic transmission, compression molding, such as vibration technology, the production of good quality, high efficiency and reliable operation

    20型性能與特點: qt6 - 20型( 07新款)帶雙全自動布料成型機是根據我國國情,結合廣大新老客戶要求,設計改良一種適合廣大中小客戶要求全自動成型機,該機採用plc智能控制,液壓傳動,成型振動加壓等工藝,生產質量好、效率高、運行可靠。
  10. And it can be concluded that simulating cracks on cbcbb by finite element method ( fem ) is feasible and reasonable. finally, simplified experimental model was built and analyzed by ansys under day changing and year changing temperature field. the typical cracks on top floor ' s walls were achieved, so the simulation method is reliable

    最後建立了建築簡化的整體有限元模型,並對其進行了日變化、年變化溫度場下的裂縫模擬分析,真實、可靠地模擬出了建築頂及次頂的裂縫情況,包括南、北縱墻窗角斜裂縫和東、西山墻與內縱墻結合處裂縫以及端開間內縱、橫墻斜裂縫等。
  11. As you grow and come to these higher realms of recognition, you will break through what feels like cement blocks layers of yourself that have held you down

    當你們成長和來到認為的這些更高領域,你們將被中斷,感覺你們自己像粘牢的砌塊層,你們已經被控制往下。
  12. One of the seven wonders of the world, borobudur is the world ' s largest buddhist relic site, built in ad 9th century ; entirely it has nine floors, as high as 40 meters, with the size of 15, 000 square meters, looks splendid and magnificent ; from the ground floor, the walls were built by laying stones, which engraved with buddhist stone carvings, appears lifelike, and spectacular in their beauty

    名列世界七大奇景之一,乃全世界最大的佛教遺址,建於公元九世紀,整座建築高九,高達40米,面積15000平方米,雄偉壯觀,由地面一開始,墻面皆由石而成,上面刻有佛教石雕,尊尊栩栩如生,令人嘆為觀止。
  13. In the course of popularizing and application of the concrete small cavity block building ( cscbb ), the issue of temperature cracks on top floor ' s walls has become urgent to solve. so analyzing, calculating or simulating the cracks is essential and has theory and actual meaning

    混凝土小型空心建築在推廣和應用過程中,頂墻體上溫度裂縫問題已成為迫切需要解決的問題,因此,開展混凝土小型空心建築的溫度裂縫分析是十分必要的,並且具有理論和實際意義。
  14. The " kun ", or the immobile bottom of the structure, has on its outside sixteen circular tiers of steps paved with light - tan granite slabs, and in its interior e - metre - wide circular galleries totaling 140 metres in length and housing bronze statues of forty most outstanding figures in chinese history

    其外側共17臺階,由淡黃色花崗巖石成。 「坤」的內部是兩條寬6米高4米長140米的環型迴廊,設有中國歷史上最具代表性的40位中華文化名人的青銅塑像。
  15. Application of seismic isolation technique in the small - sized concrete block buildings with frames in the first story

    隔震技術在底框架混凝土小型建築中的應用
  16. We designed five walls for simulate both sides of the top floor. proceeded to add unilateral horizontal static loading experiment to 4 pieces of prestressed small - sized concrete hollow block masonry models and 1 piece of normal concrete hollow block masonry model. crack - resistance behaviors were analyzed, and we have proceeded prestressing loss survey for 25 days, and discussed the reasons of prestressing loss

    模擬房屋頂兩端單元設計試驗模型,進行了4片預應力體墻和1片對比普通墻體水平單調靜力加載試驗,並且進行了25天的預應力損失觀測,探討了預應力損失和加載過程中預應力筋應力的變化等問題,分析了預應力體的抗裂性能。
  17. 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開間大進深砼小型住宅墻與鋼筋砼墻體系協同工作的分析,研究了砼墻在結構體系中的受力性能和所起的作用。
  18. On the basis of the task of cscbb ' s controlling technique, this paper deals with simulation and analyzing on cscbb ' s temperature field and temperature cracks. field test on experimental building was described at first

    本文在混凝土小型空心建築裂縫控制技術研究課題基礎上進行了建築溫度場和單片墻體、整體建築頂墻體溫度裂縫的模擬分析工作。
  19. 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:多密肋壁板結構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,而房屋自重比體結構減少1 4以上,地震反應遠低於體結構。
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