無錨的 的英文怎麼說

中文拼音 [máode]
無錨的 英文
anchorless
  • : 無Ⅰ動詞(沒有) not have; there is not; be without Ⅱ名詞1 (沒有) nothing; nil 2 (姓氏) a surn...
  • : 名詞(鐵制的停船設備) anchor
  • : 4次方是 The fourth power of 2 is direction
  1. We are down and disabled. home base, do you read me

    我們車拋了,法修理.總部,能聽到我說話嗎
  2. The application of resin bolt made in thread steel with left direction revolves and no lengthways physique at coal mine entry

    左旋縱筋螺紋樹脂桿在回採巷道運用
  3. For climbs less than vertical hangerless machine bolts are recommended to reduce visual impact

    若攀登路線角度小於直角,應使用掛環機械栓,以減低對景觀影響。
  4. Where good natural protection is not available a fixed hanger or ringbolt should replace the piton

    若該處並良好天然支點,則應以固定耳片或環形栓取代該巖釘。
  5. As a new type of external thermal insulation system, it integrates traditional external thermal insulation technique with light - weight, weatherproof and ventilative flex finish tile, no need for anchoring

    該體系將傳統膨脹聚苯板薄抹灰技術與自重輕、耐候性強、防水透汽性好柔性面磚相結合,固,安全美觀。
  6. " prestress anchor ribbed beam support system " is a new practical support technology which came from soil nailing walls system and un - embedded rank of piles with anchors support system that has been used successfully for 4 years by the author and his company named qingdao deep foundation stabilization engineering co., ltd. it " s mechanism is similar to rank of piles with anchors support system that can not be inserted into the bottom of foundation trench, but it " s ribbed beams are used to replace rank of piles made before excavation so the work cycle can be shortened and the support system cost can be reduced ; meanwhile this system maintains the soil nailing wall " s convenience of digging and supporting

    「預應力桿肋梁支護技術」是筆者及所在單位歷時四年在土釘墻和嵌入多排樁兩種支護體系基礎上開發應用成功一種新型實用性支護技術。其支護機理類似於未嵌入坑底排樁多支護,只是由肋梁代替了開挖前施工排樁從而提前工期並降低支護造價;同時繼承了土釘墻隨挖隨支護機動靈活性。自1998年至今該技術已在青島、濟南、煙臺等十幾個深基坑和高邊坡工程中成功應用。
  7. We can say that it can develop the usage of soil nailing wall fill the rank of piles disadvantage a bright future of developing and using. the development, application, advantage and disadvantage about the " prestress anchor ribbed beam support system " is introduced in chapter 1 : it " s supporting mechanism and structural feature is introduced and compared with the soil nailing walls and un - embedded rank of piles in chapter 2 ; design and computer steps and more details about the design methods of the support system are introduced in chapter 3 ; the two important parts named draperies and anchors are introduced on their construction technology in chapter 4 ; three foundation trenches " instances with different depth in different soil are showed in the last chapter 5

    本文在第一章概論部分介紹了「預應力桿肋梁支護結構」發展、應用和優缺點;第二章分析其支護機理、結構特點,並與土釘墻和嵌入排樁多支護進行了結構受力對比分析;第三章介紹該支護結構設計計算方法步驟,詳細介紹了支護結構各部分設計方法;第四章介紹預應力桿肋梁支護系統最重要兩個部分:帷幕和施工技術;第五章介紹了不同土層不同深度有代表性三個基坑工程實例。
  8. Popularize the anchorless lifting amp; amp; pushing method on the heavy tower equipment lifting

    點吊推法在重型塔類設備吊裝中推廣
  9. She was stirred by this thought, angered by that - her own injustice, hurstwood s, drouet s, their respective qualities of kindness and favour, the threat of the world outside, in which she had failed once before, the impossibility of this state inside, where the chambers were no longer justly hers, the effect of the argument upon her nerves, all combined to make her a mass of jangling fibres - an anchorless, storm - beaten little craft which could do absolutely nothing but drift

    她想到出外謀生艱難-她已經失敗過一次了。她又想到不可能再留在這里了,她已經沒有資格住在這些房間里了。這些思緒再加上吵架給神經帶來壓力,使她思想就像一團亂麻,理不出個頭緒來-一條沒有小船受風雨擺布,除了隨波逐流,能為力。
  10. Problems occured in the anchoring of overhung tourist hall on top of the tv tower and tower drum due to construction mistakes. it was introduced in this paper that two non - binding prestressed girder beams are respectively set in corresponding locations as the anchor beam of overhung radial support beam of tourist hall, thus the integrity of the tower drum and transmission of the load were guaranteed

    由於施工失誤,作為電視塔頂外懸游覽廳和塔筒間固發生了問題,本文介紹了採用在相應位置設置兩根粘結預應力大樑分別作為游覽廳屋面和樓面徑向懸挑支承梁固梁,確保了它和塔筒整體性和荷載傳遞。
  11. Inorganically post - installed bars although have the ideal durability and heat - resistance, its bonding strength is low. it is unable effectively to transmit the load, the anchor depth is too big. these restricted application of the inorganic anchoring material in the post - installed fastening project

    機植筋雖有較理想耐久性能和耐高溫性,但其粘結強度較低,法有效傳遞荷載應力,固深度太大,這制約了機粘結材料在植筋工程中應用。
  12. The fastened end of bar was machined to multi cone - shaped heads. through the cone heads compress the inorganic anchoring material, the load was transmitted from bars to base material. it changes the transfer path of loads and takes advantage of high compress strength of inorganic material, thus enhanced the anchor intensity of inorganically post - installed bars

    本文提出一種新型植筋技術? ?帶錐頭機植筋,它把鋼筋固端加工成多個錐頭,通過錐頭對固材料擠壓,將荷載傳遞給基材,使基材與固材料界面上產生剪壓復合應力狀態,改變傳統植筋受力機理,利用了固材料抗壓強度高特點,從而提高了機植筋固強度。
  13. According to the test result, the mechanism of inorganically post - installed bars with cone - shaped heads was analyzed. and then the anchor intensity formula was formulated. the inorganically post - installed bars with cone - shaped head was carried on the finite element analysis on the spatial axial symmetry model

    根據試驗結果,對帶錐頭機植筋受力機理進行了理論分析,推導出帶錐頭機植筋固強度公式,並利用空間軸對稱模型對帶錐頭機植筋進行了有限元分析,提出了利用桿單元模擬鋼筋與混凝土之間粘結滑移關系方法。
  14. Citing five - meter - high nanfei river rubber dam in hefei, one of the highest double - anchor water rubber dam in china as an example, while deeply analyzing some representative rubber dam projects in china, the article theoretically exploits the relationships among some technical parameters such as anti - pull intensity, internal pressure ratio, circum - oriented relative extending rate, etc. also has the author brought up his own opinion on rubber dam design & calculation theory, which is of high theoretical and applicative value for parameter optimization and combination of water rubber dam with a height of above 3. 5 meters. it also helps when building over - five - meter - high rubber dam using seamless rubber dam and rubber dam with steel wire as its frame. this article also exploits safety measures for designing & building rubber dam in navigation areas

    本文以充水式雙固橡膠壩目前國內最高(壩高5m )之一合肥市南淝河橡膠壩工程為例,並在對全國目前已建橡膠壩代表工程進行深入分析基礎上,對壩袋抗拉強度、內壓比、環向相對伸長率等技術參數之間關系進行了理論探討和研究,並對橡膠壩設計計算理論提出了自己見解和看法,對指導設計壩高3 . 5m以上充水式橡膠壩技術參數優化組合具有重要理論和應用價值,特別對應用搭接縫橡膠壩、鋼絲網骨架橡膠壩建造壩高大於5m橡膠壩具有指導意義。
  15. Study on optimum excitation wave in grout quality nondestructive testing of rock bolt

    固質量損檢測中激發波研究
  16. Before that, we had got the treasure stowed, and had shipped enough water and the remainder of the goat meat, in case of any distress ; and at last, one fine morning, we weighed anchor, which was about all that we could manage, and stood out of north inlet, the same colours flying that the captain had flown and fought under at the palisade

    我們在島上需再做什麼了,我們把財寶裝上了船,貯備了足夠淡水,把剩餘山羊肉也帶走了,以防萬一。在某天早上,我們一切都準備妥當,終于起登程,把船駛出北汊。這面曾被船長升上屋頂且在其下同敵人作戰旗子又重新迎風飄揚在我們上空。
  17. Through the calculating example results and the comparisons with other calculating theories, it is proved that the calculating formulas of the combined geometry curve theory is valid, practical and accurate. it can be used in the calculation of line shape at the preliminary design, and can meet the engineering need. ( 3 ) this thesis researches systemically on the calculating theory of the suspension bridge ’ s cable system, including calculating design line shape and internal force, erection line shape of cable and pre - displacement of saddle without loads, the fixed position for erecting cable and amendatory method of cable ’ s unstressed length

    通過算例驗證了混合線形理論公式實用性和正確性,並且與其它計算理論結果比較,證明公式有足夠精度,可用做初步設計中主纜線形計算,能夠滿足工程需要; ( 3 )對自式懸索橋主纜系統計算理論進行了系統研究,包括成橋線形和內力計算、空纜線形和內力計算、鞍座預偏量計算、索夾安裝位置計算和索鞍處主纜應力長度修正方法。
  18. As it changes we need to have clear cut directions as to what our moral values are in life

    在這變化多端社會,我們需要拋於一些永不動搖東西,就是我們北斗星。我們需要,我們已經擁有。
  19. David and amy fox ( luke wilson and kate beckinsale ) find themselves stranded in the middle of nowhere when their car breaks down

    新婚夫婦戴維和艾米車子在一個地方拋了,他們不得不在附近唯一汽車旅館里過夜。
  20. From the experiments, the number and width of fracture are obviously decreased, and pasting cfrp laminates play important role in improving rc construction durability ; with anchoring, premature is prevented and the ultimate shear capacity is increased ; taking properly anchoring measure, the ultimate shear capacity of rc t - section beams of initial loads is higher than that of no initial loads ; under non - anchoring case, because the rehabilitation of rc t - section beams with cfrp laminates are destroyed suddenly, the reinforcement effect maybe decrease

    試驗結果表明,粘貼碳纖維布顯著減小了鋼筋混凝土t梁裂縫數量和寬度,抑制了裂縫開展,對提高普通鋼筋混凝土構件耐久性有重要作用;採用適當固措施可以有效防止構件發生早期破壞,提高構件極限抗剪能力;對于有粘貼方式,有預加載t梁抗剪極限承載力明顯高於預加載t梁。試驗還表明,在情況下,用碳纖維布作抗剪加固后t梁破壞較突然,有可能使梁加固效果出現負效應。
分享友人