embedded steel中文是什么意思

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中文翻譯
造句

埋設(shè)鋼筋
埋置鋼筋

embed vt. (-dd-) 〔一般用被動式〕 1.栽種。 2. ...
steel n. 1.鋼，鋼鐵。 2.鋼制品；刀，劍，打火鐮；(女人 ...
embedded steel parts 埋置的鋼件
embedded 埋入的; 內(nèi)嵌的; 內(nèi)嵌式; 嵌入的; 嵌入式照明設(shè)備; 植入的, 內(nèi)含的, 深入的
anchor embedded 錨埋入
beads embedded 珠子鑲嵌
built-in embedded 內(nèi)置式
concrete-embedded 埋置在混凝土中的
control, embedded 嵌入式控制
controller, embedded 嵌入式控制器
embedded application 嵌入式軟件
embedded architect 嵌入式構(gòu)架師
embedded atm 嵌入式atm
embedded bar 預(yù)埋鋼筋
embedded blank 嵌入式空白
embedded board 電腦主機(jī)板
embedded bolt 預(yù)埋螺桿; 預(yù)埋螺檢
embedded breakpoint 嵌入中斷點
embedded chain 嵌入鏈
embedded chips 埋入的石屑; 嵌入式
embedded coil 埋入線圈
embedded column 暗柱
embedded component 嵌入分量
embedded computer 嵌入式計算機(jī)
embedded conductor 嵌入導(dǎo)體

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例句與用法

Standard test method for determining the effects of chemical admixtures on the corrosion of embedded steel reinforcement in concrete exposed to chloride environments
混凝土暴露于氯化物環(huán)境時確定化學(xué)混合物對埋置鋼筋腐蝕作用的標(biāo)準(zhǔn)試驗方法
Corrosion inhibitor admixtures shall be defined as materials that when added to concrete have the ability to reduce the potential of corrosion of embedded steel
《混凝土產(chǎn)品指南》中定義：鋼筋阻銹劑（混凝土防腐蝕外加劑）是加到混凝土中能夠降低鋼筋腐蝕的物質(zhì)。
Top - directly as a basis and foundation of the bearing surface as the top - embedded steel bearings or bearing surface , the supporting surface , the anchor bolt ( anchor ) position should be consistent with the allowable deviation of norms
基礎(chǔ)頂面直接作為柱的支承面和基礎(chǔ)頂面預(yù)埋鋼板或支座作為柱支承面時，其支承面、地腳螺栓（錨栓）位置的允許偏差應(yīng)符合規(guī)范的規(guī)定。
Post - embedding steel technique is a new type of building reinforcing and rebuilding technique with excellent technical advantages , the research development of which has become a very active part of modern building structure reinforcing and rebuilding techniques
植筋技術(shù)是一種新型的建筑物加固改造技術(shù)，由于特有的技術(shù)優(yōu)點，其研究開發(fā)已成為現(xiàn)代建筑結(jié)構(gòu)加固改造技術(shù)中極具活力的分支。
Durability ' s of the material such as permeability , heat - resistance , carbonation and steel bar - protection were tested . the bonding characters between anchoring material matrix and post - embedding steel bar , the matrix and the concrete structures were studied
在植筋錨固長度足夠的條件下，混凝土與錨固砂漿的界面粘結(jié)強(qiáng)度大小直接決定了植筋錨固的控制荷載，粘結(jié)界面成為受力的薄弱環(huán)節(jié)。
Summarizing the above - mentioned research results , the design method of two kinds of connection ways of steel braces is proposed , which include the calculation formula of the steel braces , the head studs , steel angels at four corners of beam and column and embedded steel framework
本文在上述試驗的基礎(chǔ)上，提出了兩種支撐加固連接方式的計算公式，包括支撐桿件、栓釘、外包鋼連接和鋼內(nèi)框連接等。
Here the hsc of sompa is achieved through adding super - effective water reducer , fined slag and silicon fume , and decreasing the water / cement ratio . by varying the area ( spacing ) of tension bars , compressive bars , vertical links and distribution steel and embedding steel fiber and polypropylene fiber we try to improve the behaviors of reinforced high performance concrete one - way spanning slabs in bending , so that its ductility be greater than 5 . with the same arrangement of steel the width of bending member is varied to observe the effect of the width / depth ratio on the ultimate compressive strain of concrete
通過變化受拉筋含筋率和受壓筋、箍筋(鉤筋、分布筋)含量，或摻加纖維使之成為鋼纖維高強(qiáng)混凝土( sfrhsc )和聚丙烯纖維高強(qiáng)混凝土( pfrhsc ) ，對高強(qiáng)混凝土雙筋截面梁、板的受彎性能進(jìn)行了試驗研究，試圖改善高強(qiáng)混凝土受彎構(gòu)件的延性，使其延性比大于5 ；并在相同配筋情況下，通過變化截面寬度，研究了高強(qiáng)混凝土受彎構(gòu)件的寬高比對壓區(qū)混凝土極限應(yīng)變的影響；并對試驗構(gòu)件的裂縫發(fā)展情況進(jìn)行了觀測。
In this paper , mechanism of embedded steel framework is analyzed . the steel framework has superiority in load - bearing capacity as a self - equilibrium system . we can draw from analysis that the embedded steel framework can be designed according to the criterion of steel - concrete composite structures
本文還對鋼內(nèi)框的受力機(jī)理進(jìn)行了探討，鋼內(nèi)框作為一種自平衡體系在傳力機(jī)理上有其優(yōu)越性；鋼內(nèi)框的設(shè)計可以按照型鋼?混凝土組合結(jié)構(gòu)來計算，本文提出了鋼內(nèi)框的構(gòu)造。

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