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concrete相关的网络例句

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与 concrete 相关的网络例句 [注:此内容来源于网络,仅供参考]

To ensure that the reaction force and anti-wall concrete pedestal construction quality and design requirements for reaction time pouring concrete pedestal捣成type, reaction formation pedestal error of less than ± 2.5mm; reaction wall flatness error of less than ± 2.5mm, reaction force wall verticality Gradient error is less than 10mm, anti-power wall concrete positive effects for the fair-faced concrete.

确保反力墙与反力台座的混凝土施工质量,设计要求反力台座混凝土一次浇捣成型,反力台座平整度误差小于±2.5mm;反力墙平整度误差小于±2.5mm,反力墙垂直度渐变误差小于10mm,反力墙混凝土正面为清水混凝土效果。

Based on fuzzy feature that the concrete crack width affects concrete structure durability, the membership function that the crack width belongs to the durability failure is established, the calculation method of fuzzy probability about structure durability failure is submitted, and classifing standard of the sturucture durability state is proposed, In accordance with the stochastic nature that cracks on concrete bridges occur and grow, and by assuming that crack occurrence obeys nonstable Poission process, predicting and evaluating methods about future crack condition and durability state of concrete bridge structures are suggested.

依混凝土裂缝宽度对混凝土结构耐久性影响的模糊特性,建立了裂缝宽度隶属耐久性失效的隶属函数,提出了结构耐久性失效的模糊概率计算方法,并建议了结构耐久性状态的划分标准;针对混凝土桥梁裂缝发生、发展的随机性,以裂缝的发生服从非稳态的泊松过程的假设为前提,提出了混凝土桥梁结构裂缝未来状况及耐久性未来状态的预测评估方法。

The rise stress-strain curves of recycled aggregate concrete are similar to those of the normal concrete, cubic polynomial are proposed for the rise stress-strain curve of concrete, and the peak strain are higher than normal concrete.

应力应变曲线的上升段与普通混凝土相似,都是用3次多项式拟合,其峰值应变比普通混凝土高。

It provides a basic theory for the deformation property of combined torsion members. With the method, this paper, for the first time, discusses the nonlinear complete process analysis of high-stress concrete members subjected to combined force. It revises the strain-stress relationship contain of intenerate of concrete and simplifies the baroclinic theory of concrete. The calculation result fits the test result well, which proves that membrane-element theory is suit to reinforced concrete combined torsion members.

应用这种方法,本文首次对高强钢筋混凝土压弯剪扭复合受力构件进行了非线性全过程分析,对考虑软化的混凝土本构关系进行了修正,对混凝土斜压场进行了简化,经分析计算与试验结果对比符合较好,说明薄膜元理论对钢筋混凝土复合受扭构件受力行为的全过程分析是一种有效的方法。

As long as precured period of fresh concrete was sufficient, the air bubbles would not make any disadvantage. At the same time entraining air in concrete improved the bleeding and isolation in concrete, the long team performance and durability of concrete were improved obviously.

只要对新拌混凝土进行充分的预养护,对引气混凝土进行蒸养并不会对混凝土产生不良影响,同时由于引气后改善了混凝土泌水和离析,混凝土的长期性能和耐久性将会得到明显的改善。

Through manipulating the air content of mixture to control concrete frost resistance is the universal method in projects, but the study on the effect of concrete pore structure change after air entraining to the concrete frost resistance and impermeability is few, the study on the effect of mineral additive to concrete pore structure and durability is even fewer, so carry on this aspect research has significant meaning.

通过控制拌合物的含气量来控制混凝土的抗冻融性,是目前工程中普遍采用的方法,但引气后混凝土的孔结构变化及其对抗冻、抗渗等耐久性的影响研究较少,而无机盐类外加剂对混凝土孔结构及其耐久性影响的研究更少,因此开展这方面的研究具有重要意义。

Watering concrete curing time, the introduction of Portland cement, ordinary portland cement or slag cement concrete mixing shall not be less than 7d; retardation of mixed type with admixtures, the impermeability requirements, or ash cement, fly ash cement concrete mixing shall be not less than 14d; of mixing using alumina cement concrete not less than 3d.

混凝土的浇水养护时间,对采用硅酸盐水泥、普通硅酸盐水泥或矿渣硅酸盐水泥拌制的混凝土不得少于7d;对掺用缓凝型外加剂、有抗渗性要求、或用火山灰水泥、粉煤灰水泥拌制的混凝土不得少于14d;对采用矾土水泥拌制的混凝土不少于3d。

Firstly, fill with concrete within the steel tubes;Secondly, set formwork and wrap concrete-filled steel tubes with concrete.The main arch ring is gradually formed by pouring concrete of separate layers and separate segments.

在劲性骨架混凝土箱形拱桥中,钢管主要作为施工的支架,先在钢管内填充混凝土形成钢管混凝土、再挂模板外包混凝土形成钢管内填外包混凝土断面。

Since the polymer bar material has a lower mechanical impedance than the concrete specimen, spalling can be produced in the concrete rod after the compressive wave in the concrete specimen is reflected back as a tension wave at the concrete/buffer bar interface.

由于波在粘弹性材料中的弥散效应,吸收杆中透射波形会发生变化,但三维有限元分析表明,在利用吸收杆上透射波确定混凝土层裂强度时弥散产生的影响可以忽略。

The elastic contact between steel liner and surrounding concrete as well as the softening of concrete and damage under tension were considered. The analysis results of concrete damage in different parts surrounding the spiral case and vertical displacement of turbine and generator foundations were obtained. In addition, based on the damage analysis of concrete the flexibility check for stay ring was also carried out.

数值计算模型考虑了钢衬和外围混凝土之间的摩擦接触、混凝土材料的拉伸软化和损伤特性,对外围混凝土的损伤指标及分布、各钢部件应力、结构位移等进行了分析研究,并在蜗壳外围混凝土发生损伤的情况下对座环柔度进行了复核。

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