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61.
混凝土浇筑质量对钢管混凝土性能的影响 总被引:3,自引:0,他引:3
着重阐述钢管与其核心砼粘结强度对钢管砼承载影响问题 ,并介绍三种常用浇筑方式和检测方法。 相似文献
62.
大体积砼裂缝问题是建筑业普通关心的问题.对砼裂缝进行控制,就必须研究砼结构中裂缝产生的原因以及在实际的设计和施工过程中采取合理的、经济的措施来控制裂缝.本文通过对大体积砼裂缝成因的理论研究,提出了合理的裂缝控制的设计和施工措施. 相似文献
63.
The main subject of this paper is to demonstrate the response of structural concrete to different imposed strain rates. Attention is focused on the strain rate about 10-2 s -1>, where some technical difficulties are experienced when an exact determination of mechanical properties for quasi-brittle materials is attempted. The design of a measurement system, which realizes computer acquisition, analysis, and graphic representation of data, is also presented. 相似文献
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66.
通过对洛阳热电厂拟选择的地基处理方案进行比较,并结合该电厂施工实例论证了φ800/1600扩底钢筋混凝土灌注桩是最适于该电厂及相似地区的地基处理方式。 相似文献
67.
曹娥江大闸是国内最大的河口大闸,其中闸墩施工在夏季高温季节进行.较全面地阐述了混凝土原材料取料温度值的选取及控制措施,已浇筑混凝土内外温差及降温速率的控制措施等.根据闸墩的结构及边界条件,为了控制温度应力防止裂缝的产生,在施工过程中采取了骨料预冷、冷水拌和、掺冰屑拌和、仓面遮阳、内部通冷却水及外侧保温等综合温控措施,确保了闸墩混凝土的施工质量. 相似文献
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Different qualities of concrete have been fire tested using different geometries of the specimens as well as different load levels and load configurations. The main objective with the study was to examine a test methodology consisting of a full‐scale test and different small scale‐tests for determining the probability of spalling and the amount of spalling of fire exposed concrete structures. A reference specimen was defined as a one‐sided fire exposed slab with the dimensions 1800 × 1200 mm2 giving an exposed area of 1500 × 1200 mm2. A number of concrete qualities with different probabilities for spalling, were tested using the reference specimen. These tests showed that the reference specimens worked well giving the expected test results. Small specimens were manufactured in different shapes with the same concrete as the one used in the reference tests. These small specimens were tested either at the same time as the reference specimens in the large furnace or afterwards on a small‐scale furnace where the fire exposed surface was 450 × 360 mm2. The test results clearly show the increased probability and the increased amount of spalling by using external compressive loading. The results also show that by using pre‐stress through bars or wires the load can be lost due to heating of the bars/wires which results in a decreased amount of spalling. The boundary of the specimen also affects the amount of spalling. The spalling around the edges was in all tests less than the spalling on the central parts of the exposed area. It could also be noted that the spalling did not pass completely through any of the specimens. The reason for this is probably that the water/vapour could migrate out from the unexposed surface of the specimen. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
70.
LU Hailin ZHANG Mingyuan LI Zhongxian 《武汉理工大学学报(材料科学英文版)》2007,22(2):371-375
The effect of steel fibre used in concrete was systematically analyzed by model testing of 30 2-pile thick caps of steel-fibre reinforced concrete, in which the model scale was 1:5. The experiment system composed of a loading device, strain measurement system and a data-acquisition system was used, also an electromechanic centigrade scale, a lens and a Y J-25 static resistance strainometer were used.The experimental results show that the volumetric rate of steel fibre and draw ratio have an important influence on its load-bearing capacity. The incorporation of steel fibre can effectively improve the extension and reduce the thickness of the caps. 相似文献