normal cast 中文意思是什麼
normal cast
解釋
普通預製件-
Disc interference may result when valves are installed in pipelines having smaller than normal inside diameters, such as heavy wall pipe, plastic lined pipe, or as cast flanges
如果安裝在管道上的閥門通徑小於管道直徑，例如管道厚度較大、塑料管道或鑄鐵法蘭，都可能導致閥瓣運動受到影響。 -
High chromium cast iron has higher erosion resistance at lower impact angle, while the erosion resistance is worse for the lower toughness at normal impact
高鉻鑄鐵在低角沖蝕時有較高的耐沖蝕性，但高角沖蝕時由於脆性大，易崩裂。 -
The inner lining of such materials as br, nr, cr, fer, rpp, pvd, ptfe and f46 in the valve body of all kinds of cast iron and carbon steel or in the inwall of pipe castings can not only adapt to corrosion medium under different working conditions, but also can replace a great many rare and precious metal, which has, under the normal working conditions of valve, saved a large amount of funds for the users
通過在各類鑄鐵、碳鋼的閥體或管件內壁上進行內襯br / nr / cr / fer / rpp / pvd / ptfe / f46等材料，不但可以適用於不同工況下的腐蝕性介質，而且可以替代許多稀有貴重金屬，為用戶在保證閥門正常使用的條件下節約大量的資金。 -
The results of researches prove that by comparison with normal one. the cast - in - situ piles with expanded - base and post - pressure grouting have the advantages of low settlement and high bearing capacity
研究結果表明：與傳統灌注樁相比，擴底后注漿樁有沉降小，單樁承載力高的特點。 -
The results of researches prove that by comparison with normal one, the cast - in - situ piles with expanded - base and post - pressure grouting have the advantages of low settlement and high bearing capacity
研究結果表明：與傳統灌注樁相比，擴底后注漿樁有沉降小，太原理工大學碩士學位論文單樁承載力高的特點。 -
Based on the static loading test and stress testing of piles in situ of the project " taiyuan second long - distance telegraphic hinge ", some researches below have been conducted in this paper. the paper consists of the following two parts : the comparisons of load transfer feature of the resistance among the four types of piles ( that is, the normal cast - in - situ pile, the cast - in - situ pile with post - pressure grouting, the cast - in - situ pile with expanded - base, the cast - in - situ pile with expanded - base and post - pressure grouting ), the bearing capacity of piles affected respectively by the two types of construction technique
本文結合某工程的樁基現場靜載荷試驗和樁身應力測試試驗，對比、研究了同一場地中相同樁長的普通灌注直樁、后注漿灌注直樁、擴底灌注樁和擴底后注漿灌注樁四種樁型的承載力特性、樁身軸力和樁側摩阻力的分佈特性，闡述了擴底后注漿樁的樁身軸力傳遞規律和側阻力發揮性狀，分析了擴底、后注漿兩種施工工藝對試樁單樁承載力的影響。 -
Compared with the normal flat - plate floor, the cast - in - place reinforced concrete hollow flat - plate floor has two special characteristics. to produce the hollow floor, the hollow columns are pre - buried in the floor. there are concealed wide - flat beams between the frame columns
和普通平板無梁樓蓋相比，現澆鋼筋混凝土空心板無梁樓蓋有兩個突出的不同點，一是在樓板內預埋空心圓筒形成空心樓板，二是在框架柱之間設有暗扁梁。 -
Secondly, through the examination and observation of the structural model of the cast - in - place pre - stressed compound floor slab system, under the normal usage load, the normal usage limit - state and the failing load, we have validated the space working - feature of the structural model under variable loads, including the rigidity, the crack, failing - state, failing load and the stress variation of the pre - stressed bar, and so on
其次，通過對該體系的結構模型在正常使用荷載、正常使用極限狀態和破壞狀態下的試驗研究，驗證了現澆預應力復合樓蓋體系模型結構在各種荷載作用下的空間工作性能，包括剛度、裂縫、破壞形態、極限承載力及預應力筋的應力變化狀態等。 -
Spells cast on other creatures, objects, or locations ( not on you ) are vulnerable to dispel magic as normal
施放在其他生物，物品或地點（非施法者身上）的法術將可以由驅散魔法消除 -
Fixed an issue where players interrupted while casting would have a longer cast time than normal
修正了當玩家施法被打斷后施法時間要長于原來的錯誤。 -
Mitigating factor : the opposite of a normal factor, a mitigating factor modifies the spell but makes it easier to cast
減輕要素：與普通的要素相對應，他們使法術的施展難度相應降低。 -
The cast - in - situ pile with expanded - base and post - pressure grouting is a new type of pile foundation developed from normal cast - in - site pile, in which the construction techniques of expanded - base and post - pressure grouting are combined
擴底后注漿灌注樁是在普通灌注樁基礎上通過擴底和后注漿兩種施工工藝結合所衍生出來的一種新樁型。 -
Based on the static loading test and stress testing of piles in situ of the project " taiyuan second long - distance telegraphic hinge ", some researches below have been conducted in this paper. the paper consists of the following two parts : the comparisons of load transfer feature of the resistance among the four types of piles ( that is, the normal cast - in - situ pile, the cast - in - situ pile with post - pressure grouting, the cast - in - situ pile with expanded - base. the cast - in - situ pile with expanded - base and post - pressure grouting ), the bearing capacity of piles affected respectively by the two types of construction technique
本文結合「太原市電信長途第二樞紐工程」樁基現場靜載荷試驗和樁身應力測試試驗，對比、研究了普通灌注直樁、后注漿灌注直樁、擴底灌注樁和擴底后注漿灌注樁四種樁型的荷載傳遞特徵，分析了擴底、后注漿兩種施工工藝對試樁單樁承載力的影響。
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