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The hole building technology of cast-in-site bored pile in riprap layer;2. Technical key points are summarized for hole building ,steel reinforcement cage construction and concrete pouring in order to increase construction quality of cast-in-place bored pile.

从工程现场施工和质量控制的角度,对钻孔灌注桩施工中存在的问题进行了探讨,总结了现场成孔技术要点,重点研究了钢筋笼的施工和混凝土的灌注,以提高钻孔灌注桩的施工质量。

It is understood that total length of 336 meters of the White Horse Gate River inverted siphon movements concrete pipe 200 meters, concrete pipe inverted siphon Body Overall width 33 meters, will need to install 3079.5 tons steel production, 33,137.5 cubic meters of concrete poured.

据了解,总长为336米的白马门河倒虹吸混凝土管身段200米,倒虹吸混凝土管身总宽33米,需要安装3079.5吨钢筋制作,混凝土浇筑33137.5立方米。

The steel structure of the main body forms the whole giant spatial saddle-shaped steel truss knitting type "the bird nest", the steel structure totally uses the steel quantity is 42,000 tons ,the concretes stand divides into upper, middle and lower three, the stand concrete structure is underground 1 ,on the ground 7 floor of reinforced concrete frame - shear wall structural system.

主体钢结构形成整体的巨型空间马鞍形钢桁架编织式"鸟巢"结构,钢结构总用钢量为4.2万吨,混凝土看台分为上、中、下三层,看台混凝土结构为地下1层,地上7层的钢筋混凝土框架-剪力墙结构体系。

We introduce especially container-united principle and start with the handling of the steel reinforced processing entreprises, joining salver.

为了解决钢筋加工配送企业所存在的诸如生产流程不合理,装卸搬运劳动和时间损耗大,配送的低效率性以及设备厂房空间运用不科学等一系列问题,特别引入集装单元化原理。

In order to study initial stress and ring force transfer between steel plates and concrete in the numerical analysis of RC beam strengthened by bonding steel plates,8 scale-down models of RC beam were manufactured,their loaded whole processes were analyzed by using surface-surface contact analysis method and "birth and death" element method,and a numerical analysis method of strengthening RC beam with initial stress was proposed.

0引言钢板加固钢筋混凝土结构已在国内外受到广泛应用和研究,并且已获得了大量的研究成果,但成果主要来源于室内模型试验。由于受到试验规模的制约,目前所取得的研究成果,特别是试验成果还带有较大的片面性,不能系统地反应其真实的自然规律[1-3]。

Numerical analyses are performed on some RC deep beam specimens, which have been tested in Dept.of Civil Engineering of SCUT.

本文推导了砼的弹塑性本构关系及开裂后的本构关系,并把它们应用于钢筋砼结构非线性有限元分析。

The invention orginates from the fact that most of the concrete reinforcement loops needed in practice can be divided up into relatively small number of types of loops which are characterized by a predetermined sequence of points of bend with a fixed sense of direction and amount of the angle of bend, in which case the loops of the same type differ from one another only in the lengths of the individual sides of the loops between the points of bend, or from one end of the loop to the first point of bend, and from the other end of the loop to the last point of bend.

问题补充:不要软件翻译的,最好自己翻译,起码通顺的这项发明orginates的是钢筋混凝土的循环需要在实践中最可分为相对的,是由弯曲点的序列特征与预定的方向和角度的数额固定感循环类型的为数甚少的事实弯曲,在这种情况下,同类型的循环,从彼此的不同只是在弯道之间,或从一个循环结束第一点弯曲点的循环个人边长,从另一端循环的最后一点弯曲。

The dissertation mainly has a research on beam shape of concrete transfer floor. The load form of transfer floor is complicated and the stress-strain changes greatly, so the structure design could be divided into the calculations of rectangular sections in bending, incline plane in shearing, and shear wall structure.

本文以目前广泛使用的梁式钢筋混凝土转换层为研究对象,针对梁式转换层受力复杂,应力应变变化大,重点研究了深梁截面设计法的正截面受弯、斜截面受剪及转换层剪力墙结构的计算,并对转换层结构构造设计进行了分析。

RC: - Hang on shiv, correct me if I am wrong.

钢筋混凝土:-关于希沃坑,纠正我,如果我错了。

In this paper, the elastic stability of reinforced concrete silo shell roof is analyzed using finite-element model.

本文用有限元模型分析了钢筋混凝土浅圆仓仓顶的弹性稳定性,计算了其屈曲临界荷载。

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Breath, muscle contraction of the buttocks; arch body, as far as possible to hold his head, right leg straight towards the ceiling (peg-leg knee in order to avoid muscle tension).

呼气,收缩臀部肌肉;拱起身体,尽量抬起头来,右腿伸直朝向天花板(膝微屈,以避免肌肉紧张)。

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然而,要让一个真正的引用,你需要提供详细的个人和财务信息。