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reinforced concrete相关的网络例句

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与 reinforced concrete 相关的网络例句 [注:此内容来源于网络,仅供参考]

Considering the behaviors of unbonded prestressed concrete beams and steel reinforced concrete columns, a kind of nonconforming beam-column element was constructed and the analysis precision was improved. Loading and reloading paths were introduced into the constitutive relationship of concrete. It is helpful to the analysis program to trace the full-range mechanical behavior of structures including the descending part and the hysterisis characteristic under cyclic loading.

考虑无粘结预应力混凝土梁、型钢混凝土柱等结构构件的受力特点,构造非协调梁柱单元,提高了分析精度;混凝土的本构关系中,引入卸载路径和再加载路径,使得分析程序可以追踪包括下降段在内的结构全过程力学行为,以及反复荷载下结构的滞回特性。

In this paper, based on analysis of existing experiments and examples related to prestressed concrete slab system and finite element method, some problems in prestressed concrete beamless slab and reinforced concrete two-way slab supported by beam as the following items are studied.

本文对以往预应力混凝土板系的有关试验及例题进行分析,结合有限元方法对预应力混凝土无梁板及梁支双向板重点研究了以下内容: 1。

So the calculational results of the formulas are emanative. Avoiding to use the empirical coelfficients are in the analytic process and based on the stress-strain relation between core concrete and steel tube the ultimate bearing capacity and the deformation characteristic of the steel-encased reinforced concrete columns are investigated in this paper. Then the reasonable stress-strain model is given for the further work of the damage analysis of steel-encased concrete and aseismatic ductility.

本文在分析过程中尽可能的避开经验公式,从核心混凝土与钢管的应力-应变关系入手,通过应力协调与应变相容的条件对配有圆钢管的钢骨混凝土构件的极限承载能力与变形性能进行研究,提出合理的应力-应变关系模型,为进一步的钢管混凝土结构损伤、抗震延性分析做好准备工作。

In the construction of frame structure using reinforced concrete, we often meet a few problems as follows:(1) The thickness of concrete sheltering layer;(2) Different concrete has different intensity grade;(3) The construction of beam nodes by hooping the steel bar;(4) How to anchor the side pillar of the room surface by using steel bar.

在钢筋混凝土框架结构施工中,常会遇到以下几个问题:(1)混凝土保护层厚度问题;(2)混凝土强度等级不同的问题;(3)梁柱节点箍筋施工问题;(4)屋面框架边柱节点钢筋锚固问题。

In the construction of frame structure using reinforced concrete, we often meet a few problems as follows:(1) The thickness of concrete sheltering layer;(2) Different concrete has different intensity grade;(3) The construction of beam nodes by hooping the steel bar;(4) How to anchor the side pillar of the room surface by using steel bar.

张武彬,刘吉涛(河南开元建设有限公司河南新乡453003)在钢筋混凝土框架结构施工中,常会遇到以下几个问题:(1)混凝土保护层厚度问题;(2)混凝土强度等级不同的问题;(3)梁柱节点箍筋施工问题;(4)屋面框架边柱节点钢筋锚固问题。

Reducing self-weight and improving toughness is always a subject that modifying the common concrete since it is come into being , the steel fiber reinforced concrete pathed the way for improving the toughness of it ,while the lightweight concrete solved the problem to the heavy dead weight.

混凝土自从问世以来,减轻自重、提高韧性一直是对其改性的课题,钢纤维混凝土为改善韧性开辟了道路,而轻骨料混凝土则解决了其自重大的问题。

These tendons also can assume the moments at the end of the beams in ordinary condition. By way of these tendons, precast beams and columns can be assembled conveniently, and the joints and frame are monolithic and continuous. Consequently, compared with common reinforced concrete frames, this kind of frame systems possess higher reliability and solved the problems in the process of assembling Prestressed Concrete frames. Also it forms the framework of Prestressed Subassemblage concrete frame, and explores a new way for industrial production of prestressed structures.

后张预应力筋既可作为施工阶段拼装手段,又可在使用阶段承受梁端弯矩,构成整体受力节点和连续受力框架,克服了装配式节点受力可靠性差的缺陷,解决了预应力混凝土框架难以装配的问题,形成预制预应力混凝土装配整体式框架,开辟了预应力结构工业化生产的新途径。

Based on theory analyse, the three-dimensional finite elemental numerical calculation was carried out on joints for high strength concrete filled steel tubar column- Variable width reinforced concrete beam, the segregate calculational model of rebar steel tube and concrete was adapted..

基于理论分析,本文主要对钢管高强混凝土柱—变宽度钢筋混凝土梁节点进行了三维有限元数值模拟计算。

The paper reviews the experimental results of chloride permeability of reinforced concrete cover based on ASTM C1202,and states that the resistance of ordinary marine concrete against chloride penetration is poor and the performance of concrete against chloride penetration can be remarkably improved by admixing with silica fume .

描述了按A STM C 1202方法试验研究保护层混凝土的氯离子渗透性能,指出以往普通港工混凝土的抗氯离子渗透性能较低,而掺入硅灰能显著提高混凝土的抗氯离子渗透性能。

Both require at least a 6 inches of reinforced with steel concrete for the base and concrete 9 inch hollow blocks for the walls that are backfilled with concrete during construction.

这都需要至少有一个6英寸的钢筋与钢筋混凝土为基础,并具体9英寸空心砌块为墙壁是回填混凝土施工期间。

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