蓋縫板 的英文怎麼說

中文拼音 [féngbǎn]
蓋縫板 英文
drawboard
  • : 蓋名詞(姓氏) a surname
  • : 縫名詞1. (接合處) seam 2. (縫隙) crack; crevice; fissure; slit
  • : 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) ...
  1. Crack - control of aeolotropic hollow slabs in orthogonal in - site concreting deck floors in the construction of large - pillar - net structure of reinforced concrete

    大柱網現澆混凝土框架正交異性空心大的裂控制
  2. The pattern of the roof deck panels should be set out in accordance with the design of the finish mosaic tile layout in order to minimize clashes between the open joint lines and the mosaic tile joint lines

    為減小開放介面和馬賽克瓷磚接的沖突,樓頂的圖案應按照完工的馬賽克瓷磚的布局來進行安排。
  3. The result of load testing indicated that there were no obvious differences in behavior between this tested floor and ordinary floor, and broadened joints between precast slabs and setting many joints have no obvious influence on the behavior of the superposed floor

    荷載試驗結果表明,本試驗樓受力狀態與普通雙向沒有明顯差別,寬拼及多條拼的設置並未對樓的受力造成明顯的影響。
  4. The conclusion of reappearing analysis is that crane bridge be used as usual because main weld maximum stress of upper cover plate of main beam lower than yield limit though it higher than permissible stress. inner stress of secondary beam was over ultimate strength, and deforming is ultra big. so it was unfit for produce and secondary beam must be changed

    再現分析得出的主要結論為:橋架的主樑上主焊的最大應力超過了許用應力,但小於屈服極限,可以繼續投入使用;副梁內部的應力遠遠超過了強度極限,變形特別嚴重,不能滿足生產要求,因此更換新的副梁;端梁內部的應力超過了屈服極限,小於強度極限,在應力較大的位置焊接補強;投入使用后,要對整個橋架進行定期檢查。
  5. It has been found out that using a prestressed concrete flat slab floor can decrease the thickness of the floor slab, improve forced property and service functions of the structure, and so as to save materials, reduce cost and prevent the cracks of shrinkage and temperature

    採用預應力混凝土無梁樓可以降低樓厚度,改善結構的受力性能和使用功能,而且能節約材料,降低造價,防止收縮和溫度裂的產生。
  6. The detail procedures of the loading test on the ultimate bearing capacity under different load cases and the author ' s first - hand experience during the tests are documented in the paper. based on the experimental performance, it has been verified that the superposed floor assembled by the precast - prestressed sandwich slab working under the design and the reliability of the lateral connecting character of the slab

    內施加后張法無粘結預應力,在構造上利用側伸出的鋼筋相互搭接實現橫向傳力,變單向受力為雙向受力形成裝配整體式樓結構,可明顯改善樓結構的受力性能。
  7. Resilient floor coverings. determination of seam strength

    彈性地物.隙強度測定
  8. Resilient floor coverings - determination of seam strength

    彈性地物.接強度測定
  9. ( 6 ) the validity of control methods of crack has been verified by using engineering instances. on the basis of the researches mentioned above, some crucial conclusions are acquired as follows : ( 1 ) during construction, the cracks in beams and girders were caused by the drop of temperature and by the difference in the inside and outside temperature. the crack in slab was caused by shrinkage due to the loss of water

    通過上述研究工作得出了一些重要的成果: ( 1 )在施工階段,大面積現澆樓結構主次梁的裂由溫度降幅和內外溫差引起,的裂主要由失水收縮引起; ( 2 )在施工期,由水化熱引起的應力主要分佈在主次梁中,中應力較小。
  10. I sewed the new soles to the shoes with copper wire and put the cardboard back inside. then i shined them with soot from the stove lids

    我用銅絲把鞋底和鞋面合起來,把那硬紙放進鞋內。然後我用爐上的煤煙把它們擦亮。
  11. This type of floor has many merits such as in span, height, bearing capacity, ductility and performance of joint - resistance and restore

    這種樓整體性強,具有大跨、薄、裂控制性能好、延性好、恢復性能強等特點。
分享友人