整澆的 的英文怎麼說
中文拼音 [zhěngjiāode]
整澆的
英文
monolithic-
The whole consciousness of my life lorn, my love lost, my hope quenched, my faith death - struck, swayed full and mighty above me in one sullen mass
我意識到我的生活十分狐單,我的愛情己經失去,我的希望已被澆滅,我的信心受了致命的一擊,這整個想法猶如個色彩單調的塊狀物,在我頭頂有力地大幅度擺動著。A new cooling concept was developed in which the cast copper cooling elements, such as copper staves, are combined with cast - in monel pipes
摘要達涅利康力斯推出一種新的冷卻概念,它將銅冷卻壁與澆鑄在其中的蒙乃爾銅鎳合金管結合為一個整體。In the design, the construction measures such as application of shrinkage - compensating concrete, arrangement of spacing layer between the foundation rock and the bottom slab, adding outside waterproof layer, flexible connection between outlet pipe with side - wall, integerated concrete placement of pump seat with bottom slab and design of reinforcement with application of advanced calculation theory are used according to the characteristics of lager span, larger volume and complex loading conditions of the understructure
針對下部結構跨度大、體積大、受力復雜的特點,在設計中採取多種措施,包括採用補償收縮混凝土、基巖與底板間設隔離層、增設外防水層、出水管與邊墻採用柔性連接、機座與底板整體澆注、採用先進計算理論指導配筋。Descending into the grotto, he lifted the stone, filled his pockets with gems, put the box together as well and securely as he could, sprinkled fresh sand over the spot from which it had been taken, and then carefully trod down the earth to give it everywhere a uniform appearance ; then, quitting the grotto, he replaced the stone, heaping on it broken masses of rocks and rough fragments of crumbling granite, filling the interstices with earth, into which he deftly inserted rapidly growing plants, such as the wild myrtle and flowering thorn, then carefully watering these new plantations, he scrupulously effaced every trace of footsteps, leaving the approach to the cavern as savage - looking and untrodden as he had found it
然後,走出洞來,把那塊石頭蓋回原處,在上面堆了些破碎的巖石和大塊的花崗石碎片,又用泥土填滿石縫,移了幾棵香桃木和荊棘花種植在這些石縫里,並給這些新移種的植物澆些水,使它們看起來象是很久以來就生長在這兒的一樣,然後擦去四周的腳印,焦急地等待他的同伴回來。他並不想整天地去望著那些黃金和鉆石,或留在基督山島上,象一條似的守護著那些沉在地下的寶藏。Backing layer castable is noted for low heat conductivity, good quality of being a whole part and good erosion resistance to mental steel
久襯澆注料整體性好、不開裂、導熱率較低,且具有一定的抗鋼水和鐵水侵蝕能力。Abstract : constraining moment between winding beam and cantilever beam should be considered when cantilever beam and its complete winding beam are in the case of bearing heavy load, even working carriers. this paper uses the the ory of constraining moment of crossing component to solve this problem, also st ates the calculating theory of constrainging moment, and does deduction of formula
文摘:鋼筋混凝土懸臂樑上與其整澆的邊梁在負荷較重,甚至做為重要承重構件情況下,應考慮邊梁與懸臂梁相互之間的約束力矩.本文採用相交構件約束力矩理論來計算解決這一問題,並對約束力矩計算原理進行論述和公式推導Especially, some new advanced techniques such as integral casting concrete, integral sliding formwork are firstly applied in this project in china. a new style bridge girder erection machine which can lift a piece of box girder weighting 300 tons once was designed and manufactured successfully
特別是本工程首次採用的一次性整體澆灌混凝土工藝、整體滑動模板設計、以及300噸拆裝式架設機的研製成功,為今後同類產品的施工提供了一些新思路和寶貴的實踐經驗。The computing model is optimized according to the model board trolley installation form and the concrete pouring process
根據現場測量時模板臺車的結構安裝形式和混凝土澆注的施工步驟,反復修整完善計算模型。Slabs are concreted complete with ducts and openings framed with metal aprons welded to slab reinforcement and intended to accommodate columns
樓板用混凝土澆注成整體,其上留有用金屬擋板圍成的孔道和提升環,它們和樓板配筋焊接在一起,以備將柱子套入其中。According as distortion harmonious condition of traction cable ' s anchorage on cable - suspended traveler, increasing amount of cable tension during casting concrete was computed, and under every key operating condition of casting concrete, traveler ' s frontend elevations were educed. we seriously controlled wenhui bridge ' s course of cantilever casting concrete by this method, which assured that the bridge ' s construction went on successfully. and then, it was discussed how to simulate the effect of prestressing force in spatial analysis
根據掛籃前端牽索錨固點處的變形協調條件建立了掛籃上混凝土澆築過程中牽索索力的增加量,並推導了掛籃上混凝土澆築過程中的各主要工況下掛籃前端標高的計算公式,對文暉大橋掛籃上混凝土澆築過程中的牽索索力和掛籃前端標高進行了細致地控制,確保了混凝土澆築的順利進行,為整個主梁線形和索力的雙控打下了良好的基礎。Firstly, for the system of moulding board and support frame in construction the side pressure and screws are analyzed. the material and structure form of support frame are discussed. the design of support frame uses the method of limited state, and also it analyses the integer stability, part stability, and single stability, and then proposes the load analysis of multi - level support frame
首先,針對轉換層梁模體系及支撐架施工,重點分析了轉換層結構現澆混凝土對模板側壓力值及模板對拉螺桿的計算;討論了轉換層支撐體系的形式及構造,詳細論述了基於極限狀態設計的支撐架計算方法,包括縱橫向水平桿的強度驗算、立桿的整體穩定性、局部穩定性、單肢桿件穩定性等驗算,並提出了多層支撐架的施工荷載計算方法。Si muwu ding was firstly founded its body and the legs for the whole, the two ears were installed later
司母戊鼎的鼎身和鼎足為整體鑄成,鼎耳是在鼎身鑄好后再裝范澆鑄的。( 2 ) the stress caused by heat of hydration during construction is mainly distributed in the beams, and girders and stress in slab was smaller ; during service process, the stress caused by difference in temperature in different seasons is mainly distributed in bottom components ; the stress caused by difference of inside and outside temperature is mainly distributed in peripheral components of building ; the stress caused by difference in temperature due to sunlight is mainly distributed in the components exposed to the sun. ( 3 ) the control methods brought forward such as setting the reasonable stripping time reducing cast temperature of concrete setting after - treatment joint inflicting prestress arranging steel for construction requirement and so on are effective and their application may be extended
在使用期,由季節溫差作用引起的結構內力主要分佈在底層構件上;由內外溫差引起的內力主要分佈在建築物外圍構件上;由日照溫差引起內力主要分佈在向陽面的構件上; ( 3 )在施工階段,可採取使用導熱性能較好的模板、合理設計拆模時間、降低澆築溫度等措施來減小水化熱引起的結構內力;採用設置后澆帶的措施來減小結構在整體降溫情況下產生的溫度內力。Abstract : using furan sand to produce heavy diesel engine block and crankshaft eliminated defects of castings including “ penetration / burn - in ”, “ shrinkage porosity ”, “ big dimension deviation ” of cylinder block, “ penetration / bum - in ”, “ misrun ” and “ run - out ” of crankshaft, and so on
文摘:樹脂砂鑄造工藝應用於大型球墨鑄鐵件整體鑄造柴油機缸體、曲軸生產上消除整鑄缸體「粘砂」 、 「縮松」 、 「尺寸偏差大」及曲軸「粘砂」 、 「澆不足」 、 「漏鐵液」等鑄造缺陷,具有明顯的效果。All summer long, despite chores at home weeding and watering the garden, cutting wood and fetching water ? reuben kept to his secret task
整整一個夏天,魯本除了幹家務? ?給菜園鋤草、澆水,砍柴和打水外,始終進行著他的秘密任務。The results indicate that shear resistance of composite beam accounts for 1. 0 ~ 1. 14 times of that of cast - on - site concrete beam
該分析結果表明,疊合梁的斜截面承載力是整澆梁的1 . 00 ~ 1 . 14倍。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板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,提出了防止大體積混凝土溫度裂縫的五項技術措施。最後本文以廈門郵電大廈3 . 5m超厚底板施工為實例,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、模板工程、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。Throw the research we can get the performance of the joint of the unbond precast and pretressed continuous beam and how the moment redistributes. we got the conclusion that compare the monolithic prestressed continuous beam, the unbond precast and pretressed continuous beam has short amplitude modulation capacity
得到預制預應力連續梁接縫處的受力性能,內力重分佈的表現形式,並認為在極限荷載下預制預應力連續梁的調幅能力低於整澆式連續梁等特性。In practical application, it is often applied and extensively to floorslab structure in particular, and has prominent advantages as economizing materials, convenienting for construction, being in favor of resisting earthquake action, better monolithic property than assembled concrete structure
在工程實際應用中,特別是在樓蓋結構上的應用較為廣泛,且優點比較突出。這種結構整體性好,抗震性能優越(相對裝配式結構而言) ,節省三材,施工方便且縮短工期(相對整澆結構而言) 。The precast and pretressed continuous beam is differente from the monolithic prestressed continuous beam in capability. so there shoule be difference in performance on load. because of little research in this field, i designed and tested three beams which is two - span continuous beams
由於裝配式預應力混凝土連續梁與通常的整澆式預應力混凝土連續梁的性能有較大的區別,其受力性能也應有所不同,但目前在國內外對此類結構形式還缺乏較為系統的研究。分享友人