止裂板 的英文怎麼說

中文拼音 [zhǐlièbǎn]
止裂板 英文
crack-arresting strap
  • : Ⅰ動詞1. (停止; 攔阻) stop; cut out 2. (截止) close; end Ⅱ副詞(僅; 只) only; just Ⅲ名詞(姓氏) a surname
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : 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. All existing web cracks were arrested by drilling 19 mm holes at the ends of the cracks.

    所有已存在的腹紋都在紋端部鉆19mm的孔
  2. In the paper, the finite element simulation software dynafrom is applied to analyze the affect of different blank holder during the forming process of laminose stepped tubular part, predict the possible defects such as wrinkle and break, obtain the rational style of blank holder avoiding the occur of defects and determine the rational configuration of die. the forming affect of thin - wall shallow stepped tubular part is analyzed when using different lubricate condition ( friction coefficient ). by this method, the relationship between friction coefficient and drawing depth of laminose stepped tubular part is obtained

    本文利用有限元模擬軟體dynafrom分析了不同類型的壓邊圈對薄壁階梯筒形件成形過程的影響規律,預測了採用不同類型壓邊圈時可能出現的成形缺陷如起皺和拉,獲得了防缺陷產生的合理壓邊圈形式,確定了合理的模具結構形式;分析了不同的潤滑條件(摩擦系數)對薄階梯筒形件成形的影響,獲得摩擦系數與薄階梯筒形件的拉深深度的關系;分析了階梯筒形件成形過程中的不同階段的應力應變分佈、毛坯材料厚度變化情況,並獲得了階梯階梯筒形件能一次拉深成形的條件。
  3. We re - checked the facing slab in april 2007 and found out its treatment result is good and it met the requirements of closing the cracks and preventing the crack development again

    2007年4月對面進行了復查,處理效果良好,滿足縫封閉相防縫繼續開展的要求。
  4. Analysis and solution to early cracks in the beam plank during construction

    商品砼土梁結構施工早期紋的分析和防措施
  5. The partition plate is to protect goods inside, avoiding damage. easy operation, trouble free maintenance accurate

    內格是為保護產品,防碰撞、沖擊,而導致破。操作維修簡易,迅速確實。卓越耐久性。
  6. By careful analysis, we determined to adopt the treatment by grouting and laying on sr sealant, which was done in 2006

    在2005年檢查時發現大壩混凝土面出現了若干縫,經過認真分析,確定採用灌漿和sr水材料的處理措施,於2006年進行了處理。
  7. This dissertation mainly has a research on the control of temperature stress and temperature strain in super thick mass concrete planceer of high - rise building. because the cracks of super thick mass concrete planceer of high - rise building is mainly caused by temperature stress and temperature strain, we have an emphasis research at the change of the temperature stress of super thick mass concrete planceer, study the construction technique how to prevent mass concrete planceer from appearing the crack ' s, and provide a viable fulfillment experience

    本文以高層建築超厚底大體積和混凝土結構施工中的溫度應力和溫度變形控制為研究對象,針對高層建築超厚底產生縫的主要原因是溫度應力和溫度變形這一特點,重點研究底大體積混凝土溫度應力產生和變化的機理,探討防大體積混凝土出現縫的施工技術,提供切實可行的實踐經驗。
  8. The next this text is based on the appearance theories, according to the characteristics that the temperature dispersion of super thick mass concrete planceer of high - rise building primarily is an even difference in temperature and an even constringency, suppose the level shears are line with the displacement, adopting a big physical volume concrete of planceer in flexibility foundation for plank computing model, from theoretically deducing the difference in temperature of mass concrete contracting should basic formula of dint, and analysis the crack rule and the influence factor of mass concrete temperature contract, and bringing up the theory calculation method about temperature stress of mass concrete and the biggest whole method that sprinkle the length, at the same time according to basic formula of the temperature stress of mass concrete and the concrete construction experience, bringing five technique measures to prevent the temperature crack of mass concrete

    其次本文以唯象理論為基礎,根據高層建築超厚底大體積混凝土承受的溫差主要是均勻溫差和均勻收縮的特點,闡述了大體積混凝土溫度應力理論計算的簡化方法和最大整澆長度的計算方法,同時根據大體積混凝土溫度收縮應力基本公式和大體積混凝土結構施工經驗,提出了防大體積混凝土溫度縫的五項技術措施。最後本文以廈門郵電大廈3 . 5m超厚底施工為實例,從大體積混凝土溫度應力計算、混凝土保溫材料厚度計算、混凝土配合比的確定,鋼筋工程、模工程、混凝土的泵送和澆築以及大體積混凝土內部溫度的監測和後期養護等方面進行了理論應用。
  9. 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蓋可以降低樓厚度,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,防收縮和溫度縫的產生。
  10. The results of the bearing bending experiment show that the steel plates can be combined with original beams by the construction gum, which makes the steel plates bearing bending together with original beams. at the same time the gluing steel plates enclose tensed concrete, improve the capability of resisting tension and limit the crack in the concrete

    抗彎試驗結果表明:由於加固鋼通過結構膠與原梁相結合形成組合構件,使鋼與原梁一起參與受彎作用;同時,所粘鋼包住受拉混凝土,改善了混凝土的抗拉性能,阻並限制了混凝土中縫的發展。
  11. The theoretical result of temperature field in current - carrying plate is solved using the methods of complex function at spanning crack prevention

    摘要用復變函數方法給出了導電薄在跨越時溫度場的理論解。
  12. Experimental analysis and finite element calculation of crack growth in a stiffened plate structure

    加筋結構數值計算與實驗研究
  13. Abstract : combining engineering practices, the main reason for concrete crack during the construction in winter of the mass concrete with box foundation floor is analyzed, the key is temperature difference between insides and outsides. some measures to prevent concrete crack from occuring is put forward. these measures feasibilities by means of temperature difference computation, concrete tension stress checking computation, temperature recordings are validated

    文摘:結合工程實際分析了箱形基礎底大體積砼在冬期施工階段產生溫度縫的主要原因,提出了砼冬期施工的關鍵是防產生溫度縫,對防砼產生縫的主要措施進行了探討,並通過砼體內外溫度差的計算,砼抗拉強度驗算和測溫記錄驗證了這些措施的可行性
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