并以混凝土结构加固技术规范为依据,重点探讨了合理处理楼板裂缝的方法。
Then based on the structure strengthening specification, discusses deeply the reasonable treatment method for floor cracking.
本文对现浇混凝土楼板裂缝进行一些阐述,指出了楼板非荷载裂缝研究的重要意义。
The cracks in concrete component of Bridges and culverts compose load crack and distortion crack.
随着我国经济适用住房和商品住宅的迅猛发展,“住宅现浇楼板裂缝问题”日益成为居民住宅质量投诉热点。
Along with the rapid development of the economical use houses and commercial apartments, the problem of house floor cranny has become the complain hotspot about the house quality.
本文在收缩和裂缝成因分析的基础上,通过对多个工程项目进行调查和实际工程试验,总结了一套系统控制楼板裂缝的措施。
Based on the analysis of shrinkage and the cause of cracking, we investigated a number of engineering projects, and did experiment in practical projects.
后续类似的工程实践证明,采用本文提出的—通过设计、施工、材料等方面综合技术措施完全可以将钢筋混凝土现浇楼板裂缝控制在无害范围内。
The similar engineering practice mentioned proved that by compound control of material, design and construction measures, the cracks in construction can be controlled in acceptable range.
本文结合工程实例,对楼板的温度裂缝进行了有限元分析,并提出了一些预防裂缝的建议。
In this thesis based on engineering examples, some Suggestions were put forward to control crack by finite element analysis of floor slabs.
试验结果表明,支座边的裂缝严重削弱了板的承载力,降低了楼板的刚度,导致楼板的挠度过大。
Experimental results indicate that the cracks weaken the strength of slabs considerably, lower their stiffness and induce the deflections of slabs beyond limit.
介绍现浇砼楼板及圈粱裂缝的检测方案、原因分析及建议。
The paper introduces detecting plan, reason analysis and Suggestions of cast - in - place concrete floor and ring beam cracks.
主要从施工方面对现浇混凝土楼板的裂缝产生原因及其预防措施进行了分析和总结。
This article from the construction site Pouring concrete floor in terms of causes and prevention of cracks are analyzed and summarized.
本文分析了顸制楼板顺板缝产生裂缝的原因,并提出了相应的防治措施。
This paper analyzes causation of slot opening in prefabricate slab and puts forward measure to prevent slotopenmg.
然而混凝土楼板的裂缝问题,已成为困扰高层楼房建筑质量的一大障碍,且已成为目前较难克服的质量通病之一。
Howerer, concrete slab cracks pouring high-rises construction, has been a major threat to the quality, and a main obstacle which is hard to overcome.
针对目前楼板出现裂缝严重的情况,找出现浇板及预制板出现裂缝的原因,并提出防治措施。
Directing to the serious situation in floor crack, find the reasons of appearing cast-in-situs crack and precast board crack, and put forward prevention-cure measures.
介绍了近年来对预制装配式楼板板侧拼接裂缝通病的防裂措施,并分析了其裂缝的主要原因。
The paper introduces crack-preventing measures to the common found side splice cracks of pre-assembly building slab in recent years, and analyzes the ir main causes.
通过对钢筋混凝土现浇楼板的有限元分析,提出用抗裂系数来评价现浇楼板在早期的裂缝状况,并针对楼板的不同部位采用对应的裂缝评价标准。
Based on the finite element analysis, the early crack condition of a cast-in-place reinforced concrete slab is evaluated by the crack resistant coefficient.
本文主要对一种新型楼板-钢网构架混凝土复合楼板的短期抗弯刚度和裂缝问题进行了研究和分析。
This study investigates the short-term flexural stiffness and the cracking property in a new emerging cold-formed thin-wall steel reinforced concrete slab.
现浇钢筋混凝土楼板面易产生裂缝。
分析某工程现浇商品混凝土楼板大面积裂缝产生的原因、危害、后果。
Analyze the cause? Damage? Consequences about the great area crack of building floors that be made of localizable pumping concrete in a building.
试验结果表明,支座边的裂缝严重削弱了板的承载力,降低了楼板的刚度,导致楼板的挠度过大。
Experimental results indicate that the cracks weaken the strength of slabs, lower their stiffness, and induce the deflections of slabs beyond limit.
试验结果表明,支座边的裂缝严重削弱了板的承载力,降低了楼板的刚度,导致楼板的挠度过大。
Experimental results indicate that the cracks weaken the strength of slabs, lower their stiffness, and induce the deflections of slabs beyond limit.
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