弯曲钢筋的最小直径处应避免弯曲裂缝,并避免在弯曲位置的钢筋混凝土破坏。
P The minimum diameter to which a bar is bent shall be such as to avoid bending cracks in the bar, and to avoid failure of the concrete inside the bend of the bar.
天气湿热而阴沉,人行道上的水泥被压得支离破碎,弯曲的钢筋露在外面。
It is hot, humid and overcast, and the pavements are an assault course of broken concrete and exposed twisted steel.
至上是一家专业从事钢筋切割和弯曲。你在哪里取得螺纹钢供应?
Utmost is specialized in rebar cutting and bending. Where do you obtain rebar supplies?
这款双折弯机设计用于提高钢筋的弯曲工艺。
This double bender is designed to speed up the bending process of rebar.
钢筋必须有充分的可弯曲性来保证表8.1中规定的最小圆轴直径可以使用,同时可以实现重新弯曲。
P The reinforcement shall have adequate bendability to allow the use of the minimum mandrel diameters specified in Table 8.1 and to allow rebending to be carried out.
我们的产品主要由各种型号的钢筋切断机、钢筋弯曲机和自动钢筋加工生产线。
Our products mainly by the various types of steel cutting machine, bending steel reinforcement processing machines and automatic production lines.
为了避免损坏钢筋,钢筋最大弯曲处的直径(芯轴直径)最小应不低于。
In order to avoid damage to the reinforcement the diameter to which the bar is bent (Mandrel diameter) should not be less than.
在实际工程中,钢筋混凝土连续梁发生弯曲裂缝或剪切裂缝之后,支座反力将重新分配。
The support reaction will be reallocated after the appearance of bend and shear crack of a reinforced concrete continuous beam in the practice project.
弹性地基上钢筋混凝土板的弯曲,尤其是自由边板,一直是学者和工程师所十分关切的问题。
For scholars and engineers the bending of reinforced concrete plates, especially free boundary plates, on elastic foundation has long been a concerned problem.
本文对10根钢筋混凝土梁进行了四点弯曲试验,研究了CF RP板表层嵌贴法加固混凝土梁的抗弯性能。
Based on the results of four-point bending tests of 10 RC beams, this thesis studies the flexural performance of the strengthening RC beams with near surface mounted CFRP strips.
CFRP加固梁在承受弯曲荷载时的破坏是混凝土压碎、钢筋屈服、碳纤维未拉断。
CFRP Strengthening of concrete beams can fail when steel yield-concrete crushing and steel yield - CFRP tenside rupture.
电渣压力焊焊接使用的钢筋端头应平直、干净,不得有马蹄形、压扁、凸凹不平、弯曲扭曲等严重变形。
The re-bar end used for electroslag welding should be straight, flat and clean free of U-shaped, bruising, concave and convex, bending or distorted deformations.
在实际地震作用下钢筋混凝土结构的反应常常呈现明显的空间效应:框架边柱或角柱中变化的轴力和双向弯曲存在复杂的耦合作用。
The reinforced concrete has an obvious steric effect in real earthquakes. There is a complicated coupling between the axis force and compound bending which change in side columns and angle posts.
我常常记得我们在大石头上把弯曲的钢筋敲直了。
I still remember that we put the steel bars on the stone and made it straight and sharpened them.
该计算模型的运算结果对于改良现有的钢筋弯曲机的结构以及开发新的品种有指导的意义。
Calculation is highly efficient. The model is meaningful to develop a new product or improve existing reinforcing steel bending machine.
在冲击、爆炸等强荷载作用下,钢筋混凝土结构通常是发生弯曲破坏。
The flexural failure is usually observed in the reinforced concrete structures under the blast loadings induced by impact and explosion.
本文还根据墙体受剪破坏的特点即:由料裂缝引起的剪切破坏比由抗弯钢筋屈服后导致的弯曲破坏脆性要大。
Based on the above, based on the wall's shear failure's characteristic that shear fractured by material cracks is more fragile than bend fracture caused by yielding resist-bending steels.
利用坐标变换将钢筋混凝土板的弯曲问题变换为各向同性板弯曲问题。
The coordinate transformation method is used in this paper to convert bending problems of orthographic concrete plate to isotropic.
本文是在前人研究的理论和实际设计的基础上进行的,在对各种钢筋校直机及钢筋自动弯曲机进行深入探索后,开始新型钢筋自动成型加工机的研制。
This paper is based on previous theory and practical design After the review of machining methods various metal bar straightening machines and twisting machines, this new cutter is now being studied.
一旦超过混凝土的弯曲拉伸强度,预应力成员开始像钢筋混凝土元素。
Once the flexural tensile strength of the concrete is exceeded, the priestess's member starts to act like a reinforced concrete element.
上述轴棍与挂钩是一根钢筋弯曲而成或一根以上钢筋焊接而成,其非金属辊子是瓷珠辊子或胶木辊子。
The shaft stick and the hanging hooks are formed by bending one steel bar or welding more than one steel bar. The non-metal roller is a ceramic bead roller or a bakelite roller.
钢筋混凝土结构可能会引起严重的动态负载下弯曲,弯曲,剪切和直接剪切破坏模式。
Reinforced concrete structures under severe dynamic loads may induce flexure, flexure-shear and direct shear failure modes.
钢筋混凝土结构可能会引起严重的动态负载下弯曲,弯曲,剪切和直接剪切破坏模式。
Reinforced concrete structures under severe dynamic loads may induce flexure, flexure-shear and direct shear failure modes.
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