無錨的 的英文怎麼說
中文拼音 [wúmáode]
無錨的
英文
anchorless-
We are down and disabled. home base, do you read me
我們的車拋錨了,無法修理.總部,能聽到我說話嗎The application of resin bolt made in thread steel with left direction revolves and no lengthways physique at coal mine entry
左旋無縱筋螺紋樹脂錨桿在回採巷道的運用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,應使用無掛環機械錨栓,以減低對景觀的影響。Where good natural protection is not available a fixed hanger or ringbolt should replace the piton
若該處並無良好的天然支點,則應以固定耳片或環形錨栓取代該巖釘。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
該體系將傳統的膨脹聚苯板薄抹灰技術與自重輕、耐候性強、防水透汽性好的柔性面磚相結合,無需錨固,安全美觀。" 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
「預應力錨桿肋梁支護技術」是筆者及所在單位歷時四年在土釘墻和無嵌入多錨排樁兩種支護體系基礎上開發應用成功的一種新型實用性支護技術。其支護機理類似於未嵌入坑底的排樁多錨支護,只是由肋梁代替了開挖前施工的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的機動靈活性。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。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「預應力錨桿肋梁支護結構」的發展、應用和優缺點;第二章分析其支護機理、結構特點,並與土釘墻和無嵌入排樁多錨支護進行了結構受力對比分析;第三章介紹該支護結構的設計計算方法步驟,詳細介紹了支護結構各部分的設計方法;第四章介紹預應力錨桿肋梁支護系統最重要的兩個部分:帷幕和錨桿的施工技術;第五章介紹了不同土層不同深度的有代表性的三個基坑工程實例。Popularize the anchorless lifting amp; amp; pushing method on the heavy tower equipment lifting
無錨點吊推法在重型塔類設備吊裝中的推廣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
她想到出外謀生的艱難-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的壓力,使她的思想就像一團亂麻,理不出個頭緒來-一條沒有錨的小船受風雨的擺布,除了隨波逐流,無能為力。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,作為電視塔頂的外懸游覽廳和塔筒間的錨固發生了問題,本文介紹了採用在相應位置設置兩根無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的錨固梁,確保了它和塔筒的整體性和荷載的傳遞。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
無機植筋雖有較理想的耐久性能和耐高溫性,但其粘結強度較低,無法有效傳遞荷載應力,錨固深度太大,這制約了無機粘結材料在植筋工程中的應用。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
本文提出一種新型的植筋技術? ?帶錐頭無機植筋,它把鋼筋錨固端加工成多個錐頭,通過錐頭對無機錨固材料的擠壓,將荷載傳遞給基材,使基材與無機錨固材料的界面上產生剪壓復合應力狀態,改變傳統植筋的受力機理,利用了無機錨固材料抗壓強度高的特點,從而提高了無機植筋的錨固強度。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,對帶錐頭無機植筋的受力機理進行了理論分析,推導出帶錐頭無機植筋的錨固強度公式,並利用空間軸對稱模型對帶錐頭無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的粘結滑移關系的方法。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
本文以充水式雙錨固橡膠壩目前國內最高(壩高5m )之一的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的基礎上,對壩袋的抗拉強度、內壓比、環向相對伸長率等技術參數之間的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的見解和看法,對指導設計壩高3 . 5m以上的充水式橡膠壩技術參數的優化組合具有重要的理論和應用價值,特別對應用無搭接縫橡膠壩、鋼絲網骨架橡膠壩建造壩高大於5m的橡膠壩具有指導意義。Study on optimum excitation wave in grout quality nondestructive testing of rock bolt
錨桿錨固質量無損檢測中的激發波研究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
我們在島上無需再做什麼了,我們把財寶裝上了船,貯備了足夠的淡水,把剩餘的山羊肉也帶走了,以防萬一。在某天早上,我們一切都準備妥當,終于起錨登程,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的旗子又重新迎風飄揚在我們上空。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的實用性和正確性,並且與其它計算理論的結果比較,證明公式有足夠的精度,可用做初步設計中主纜線形的計算,能夠滿足工程的需要; ( 3 )對自錨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無應力長度修正方法。As it changes we need to have clear cut directions as to what our moral values are in life
在這變化多端的社會,我們需要拋錨於一些永不動搖的無形的東西,就是我們的北斗星。我們需要,我們已經擁有。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的車子在一個無名的地方拋錨了,他們不得不在附近唯一的汽車旅館里過夜。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梁的裂縫數量和寬度,抑制了裂縫的開展,對提高普通鋼筋混凝土構件耐久性有重要作用;採用適當的錨固措施可以有效防止構件發生早期破壞,提高構件的極限抗剪能力;對于有錨固的粘貼方式,有預加載的t梁抗剪極限承載力明顯高於無預加載的t梁。試驗還表明,在無錨固的情況下,用碳纖維布作抗剪加固后的t梁破壞較突然,有可能使梁的加固效果出現負效應。分享友人