1) fast-in-place monolithie reinforced concrete
现浇整体式钢筋混凝土
2) cast-in-situ reinforced concrete
现浇钢筋混凝土
1.
Nonlinear finite element analysis on cast-in-situ reinforced concrete hollow slab;
现浇钢筋混凝土空心板非线性有限元分析
2.
Experimental research on mechanical behavior of the cast-in-situ reinforced concrete hollow girderless floor under different load case;
现浇钢筋混凝土空心无梁楼盖在不同荷载工况下受力性能试验研究
3.
The crack on the cast-in-situ reinforced concrete floors of the multi-storied buildings is one of the common diseases of the buildings.
多层房屋现浇钢筋混凝土楼面裂缝,是当前存在的质量通病之一。
3) cast-in-place reinforced concrete
现浇钢筋混凝土
1.
Post-construction of cast-in-place reinforced concrete coal hopper in Juhong heat and power plant;
巨宏热电厂现浇钢筋混凝土煤斗的后施工
2.
Experimental research of cast-in-place reinforced concrete hollow slab;
现浇钢筋混凝土空心板的试验研究
3.
Construction quality control of cast-in-place reinforced concrete structural engineering;
现浇钢筋混凝土结构工程施工质量的控制
4) reinforced concrete
现浇钢筋混凝土
1.
The drawing of resident building with cracks on its reinforced concrete floor was checked and detected in site.
对出现现浇钢筋砼楼板裂缝的某住宅楼工程的图纸进行复查并进行现场检测,从设计和施工两方面对该工程现浇钢筋混凝土楼板出现大面积开裂的原因进行了分析。
2.
As a new horizontal type of diaphragm in a structuralframe, in-site reinforced concrete hollow slab supported onwide-flat beams was introduced based on the analysis ofmechanics of reinforced concrete hollow slabs and wide-flatbeams in this thesis.
本文在分析现浇钢筋混凝土空心板无梁楼盖和扁梁的力学性能的基础上,推荐了一种新型的楼盖体系:现浇钢筋混凝土扁梁—空心板楼盖。
5) cast-in-site reinforced concrete
现浇钢筋混凝土
1.
Characteristics and research progress of cast-in-site reinforced concrete hollow section shaped floor without beam;
现浇钢筋混凝土空心无梁楼盖的特性与研究
2.
The method of virtual intersection girder was applied to analyse the mechanical behavior of an actual project of cast-in-site reinforced concrete hollow girderless floor in this paper.
针对实际工程的现浇钢筋混凝土空心无梁楼盖,采用虚拟交叉梁的分析方法对其受力性能进行分析计算。
6) monolithic reinforced concrete
整体式钢筋混凝土
1.
With the development of highway construction, to meet the demand of wideth of rode, width to span ratio of monolithic reinforced concrete plate bridge is often larger than 1, so its bearing capacity in lengthways and transverse direction must be researched.
随着我国公路建设的迅速发展,由于道路宽度的要求,整体式钢筋混凝土简支板桥的宽度与跨度比常小于1,由此需研究该种桥型的纵向及横向的承载能力。
补充资料:采用滑模工艺建造钢筋混凝土烟囱
采用滑模工艺建造钢筋混凝土烟囱
采用滑模工艺建造钢筋混凝土烟自
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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