苏州混凝土水泥制品研究院有限公司

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发布时间:2020-01-06 00:00:00
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房建材料及制品

粮食平房仓“结构-隔热”一体化墙板热工性能研究
粮食平房仓“结构-隔热”一体化墙板热工性能研究
  • 赵金全1,刘 衡1,丁永刚1,*,周 龙2,孙 蕾3
2024年第1期
摘要
引用本文
摘   要:为了提高散装粮食平房仓墙体保温隔热性能,提出了一种新型“结构-隔热”一体化墙板(SIW墙板)。通过试验和数值模拟,分析了保温板厚度、连接件等对SIW墙板热工性能的影响,揭示了内、外叶墙板温度、热流密度随时间的变化规律,得到了SIW墙板的传热系数,基于传热系数指标开展了SIW墙板在不同储粮生态区的适用性评价。结果表明:相较于传统平房仓砖砌墙体,保温板厚度为50 mm和80 mm的SIW墙板传热系数分别降低了45.81%和56.13%;GFRP连接件在SIW墙板中的热桥效应不显著,对墙板温度场的影响较小;相较于保温板厚度为50 mm的SIW墙板,80 mm厚的SIW墙板能满足3个储粮生态区对粮食平房仓墙体传热性能的要求。 Abstract: In order to improve the thermal insulation performance of granary walls, a new type of granary wall panel with "structural-insulation" integrated wall panels(SIW) was proposed. Through the experimental study and numerical simulation, the influence of thickness of insulation boards and connectors on the thermal performance of SIW wall panels was analyzed, the change rule of temperature and heat flux of interior and outer wall panels with time was analyzed, the heat transfer coefficients of SIW wall panels was obtained, and the evaluation of the applicability of SIW wall panels in different grain storage ecological zones was carried out based on the index of heat transfer coefficient. The results show that compared with the traditional granary walls, the heat transfer coefficients of SIW wall panels with insulation board thickness of 50 mm and 80 mm are reduced by 45.81% and 56.13%, respectively. The thermal bridging effect of GFRP connectors in SIW wall panels is not significant and has a small effect on the temperature field of the wall panels. Compared to SIW wall panels with a thickness of 50 mm, the 80 mm thickness SIW wall panels can satisfy the requirements of heat transfer performance of granary walls in three grain storage ecological zones.
赵金全,刘衡,丁永刚,等.粮食平房仓“结构-隔热”一体化墙板热工性能研究[J].混凝土与水泥制品,2024(1):67-73. ZHAO J Q,LIU H,DING Y G,et al.Study on thermal performance of "structure-insulation" integrated wall panels for bulk grain granary[J].China Concrete and Cement Products,2024(1):67-73.
CFRP加固受损再生混凝土板的抗弯性能试验研究
CFRP加固受损再生混凝土板的抗弯性能试验研究
  • 王帮康1,周 理1,2,*,郭 广1
2024年第1期
摘要
引用本文
摘   要:为了探究CFRP加固受损再生混凝土板的抗弯性能,制作了4块再生混凝土板 (再生粗骨料取代率为50%),考虑预损伤等级及加载循环次数对试件加固性能的影响。通过试验与数值模拟研究,分析了试件的破坏模式、荷载-位移曲线及承载能力,并对规范中的承载力计算公式进行了修正。结果表明:CFRP加固再生混凝土板的破坏模式为CFRP脱落;当预损伤等级<0.4Pm(极限承载力)时,加固后的试件承载力变化不大;当预损伤等级≥0.4Pm时,加固后的试件承载力随预损伤等级的提升而降低;当预损伤等级<0.9Pm时,加载循环次数对试件的承载力影响很小;当预损伤等级≥0.9Pm时,试件承载力随加载循环次数的增大而显著降低;试件承载力随着CFRP加固层数的增加而增大;修正后的承载力计算公式具有较高的计算精度。 Abstract: To investigate the flexural behavior of recycled aggregate concrete (RAC) slabs strengthened with carbon fiber-reinforced polymer (CFRP), four RAC slabs with a recycled coarse aggregate replacement rate of 50% were fabricated and tested. Considering the influence of pre-damage level and loading cycle on the strengthening performance of specimens, the failure mode, load-displacement curve, and bearing capacity of specimens were analyzed through experimental and numerical studies. The results show that the failure mode of CFRP-strengthened RAC slabs is CFRP-debonding failure. When the pre-damage level is less than 0.4Pm , the bearing capacity of the specimens after strengthening does not change significantly. When the pre-damage level is greater than or equal to 0.4Pm , the bearing capacity of the specimens after strengthening decreases with the increase of the pre-damage level. When the pre-damage level is less than 0.9Pm , the loading cycle has little effect on the bearing capacity. When the pre-damage level is greater than or equal to 0.9Pm , the bearing capacity of the specimens significantly decreases with the increase of the loading cycle. The bearing capacity of the specimens increases with the increase of the number of CFRP layers. The calculation formula of the bearing capacity is modified, and the modified formula has high calculation accuracy.
王帮康,周理,郭广.CFRP加固受损再生混凝土板的抗弯性能试验研究[J].混凝土与水泥制品,2024(1):74-80. WANG B K,ZHOU L,GUO G.Experimental study on flexural performance of damaged recycled aggregate concrete slabs strengthened with CFRP[J].China Concrete and Cement Products,2024(1):74-80.
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