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飞机拦阻系统用超轻质混凝土组成设计研究
Mix Proportion Design of Ultra-lightweight Concrete for Engineered Material Arresting System
2020年第8期
飞机拦阻系统;超轻质混凝土;溃缩强度;干密度;惰性掺合料
Engineered Material Arresting System; Ultra-lightweight concrete; Crushing strength; Dry density; Inert additive
2020年第8期
10.19761/j.1000-4637.2020.08.012.06
国家重点研发计划项目(2017YFB0309903)。
方 俊,王振地,王 玲
中国建筑材料科学研究总院有限公司 绿色建筑材料国家重点实验室,北京 100024

方 俊,王振地,王 玲

方俊,王振地,王玲.飞机拦阻系统用超轻质混凝土组成设计研究[J].混凝土与水泥制品,2020(8):12-17.

FANG J,WANG Z D,WANG L.Mix Proportion Design of Ultra-lightweight Concrete for Engineered Material Arresting System[J].China Concrete and Cement Products,2020(8):12-17.

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摘   要:为保持飞机拦阻系统用超轻质混凝土溃缩强度的长期稳定,设计了“P·I水泥+惰性掺合料”胶凝材料体系,基于超轻质混凝土的干密度及溃缩强度的变化规律,确定了关键制备参数的适宜取值范围,研究了超轻质混凝土的孔结构特征。结果表明,“P·I水泥+重质碳酸钙”体系下超轻质混凝土在60 d后溃缩强度基本保持稳定,重质碳酸钙掺量为63.0%~64.3%时,超轻质混凝土60~150 d溃缩强度变化率为0.93%~7.08%,压溃曲线平台段应力偏差为±4.98%~±9.70%。发泡剂和稳泡剂的推荐掺量分别为4.4%、5.0%,稳泡剂能优化超轻质混凝土孔径分布。适宜水胶比为0.54~0.56,提高水胶比可能增加气孔的数量。 Abstract: In order to control the long-term stability of crushing strength of ultra-lightweight concrete used in Engineered Material Arresting System (EMAS), the cementing material system of "P·I cement+inert additive" was designed. Based on the dry density and crushing strength of ultra-lightweight concrete, the appropriate values of inert additive and other key preparation parameters were determined, and the pore structure characteristics of ultra-lightweight concrete was also studied. The results show that under the "P·I cement+heavy calcium carbonate" system, the crushing strength of ultra-lightweight concrete remains basically stable after 60 d. When the dosage of heavy calcium carbonate is 63.0%~64.3%, the change rate of crushing strength from 60 d to 150 d is 0.93%~7.08%, and the stress deviation of the platform segment is ±4.98%~±9.70%. The recommended dosage of foaming agent and foam stabilizer is 4.4% and 5.0% respectively. Foam stabilizer can optimize the pore size distribution of ultra-lightweight concrete. The suitable water- binder ratio is 0.54~0.56. And the increase of water-binder ratio can enlarge the number of pores.
英文名 : Mix Proportion Design of Ultra-lightweight Concrete for Engineered Material Arresting System
刊期 : 2020年第8期
关键词 : 飞机拦阻系统;超轻质混凝土;溃缩强度;干密度;惰性掺合料
Key words : Engineered Material Arresting System; Ultra-lightweight concrete; Crushing strength; Dry density; Inert additive
刊期 : 2020年第8期
DOI : 10.19761/j.1000-4637.2020.08.012.06
文章编号 :
基金项目 : 国家重点研发计划项目(2017YFB0309903)。
作者 : 方 俊,王振地,王 玲
单位 : 中国建筑材料科学研究总院有限公司 绿色建筑材料国家重点实验室,北京 100024

方 俊,王振地,王 玲

方俊,王振地,王玲.飞机拦阻系统用超轻质混凝土组成设计研究[J].混凝土与水泥制品,2020(8):12-17.

FANG J,WANG Z D,WANG L.Mix Proportion Design of Ultra-lightweight Concrete for Engineered Material Arresting System[J].China Concrete and Cement Products,2020(8):12-17.

摘要
参数
结论
参考文献
引用本文

摘   要:为保持飞机拦阻系统用超轻质混凝土溃缩强度的长期稳定,设计了“P·I水泥+惰性掺合料”胶凝材料体系,基于超轻质混凝土的干密度及溃缩强度的变化规律,确定了关键制备参数的适宜取值范围,研究了超轻质混凝土的孔结构特征。结果表明,“P·I水泥+重质碳酸钙”体系下超轻质混凝土在60 d后溃缩强度基本保持稳定,重质碳酸钙掺量为63.0%~64.3%时,超轻质混凝土60~150 d溃缩强度变化率为0.93%~7.08%,压溃曲线平台段应力偏差为±4.98%~±9.70%。发泡剂和稳泡剂的推荐掺量分别为4.4%、5.0%,稳泡剂能优化超轻质混凝土孔径分布。适宜水胶比为0.54~0.56,提高水胶比可能增加气孔的数量。

Abstract: In order to control the long-term stability of crushing strength of ultra-lightweight concrete used in Engineered Material Arresting System (EMAS), the cementing material system of "P·I cement+inert additive" was designed. Based on the dry density and crushing strength of ultra-lightweight concrete, the appropriate values of inert additive and other key preparation parameters were determined, and the pore structure characteristics of ultra-lightweight concrete was also studied. The results show that under the "P·I cement+heavy calcium carbonate" system, the crushing strength of ultra-lightweight concrete remains basically stable after 60 d. When the dosage of heavy calcium carbonate is 63.0%~64.3%, the change rate of crushing strength from 60 d to 150 d is 0.93%~7.08%, and the stress deviation of the platform segment is ±4.98%~±9.70%. The recommended dosage of foaming agent and foam stabilizer is 4.4% and 5.0% respectively. Foam stabilizer can optimize the pore size distribution of ultra-lightweight concrete. The suitable water- binder ratio is 0.54~0.56. And the increase of water-binder ratio can enlarge the number of pores.

关键词:
设计
the
of
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轻质
混凝土
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ultra-lightweight
crushing
strength
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(1)根据惰性矿物掺合料重质碳酸钙替代活性矿物掺合料的组成设计思路,以“P·Ⅰ水泥+惰性掺合料”为胶凝体系,制备的超轻质混凝土具有稳定的力学性能,经60 d龄期养护后,超轻质混凝土溃缩强度不再显著增长,在重质碳酸钙掺量为63.0%~64.3%时,60~150 d溃缩强度变化率仅为0.93%~7.08%,应力偏差为±4.98%~±9.70%,均低于20%和±10%的EMAS设计要求。
 (2)EMAS用超轻质混凝土的干密度随发泡剂掺量的增加而降低,随稳泡剂掺量的增加而缓慢增大,稳泡剂的掺入优化了超轻质的混凝土的孔径分布。发泡剂和稳泡剂的推荐掺量分别为4.4%、5.0%。
(3)微调水胶比不会明显改变超轻质混凝土的干密度和溃缩强度,但水胶比的增大可能增加气孔的数量。当水胶比为0.54~0.56时可获得最佳的干密度和溃缩强度。

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方俊,王振地,王玲.飞机拦阻系统用超轻质混凝土组成设计研究[J].混凝土与水泥制品,2020(8):12-17.

FANG J,WANG Z D,WANG L.Mix Proportion Design of Ultra-lightweight Concrete for Engineered Material Arresting System[J].China Concrete and Cement Products,2020(8):12-17.

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