苏州混凝土水泥制品研究院有限公司

头部文案

发布时间:2020-01-06 00:00:00
全国建材科技期刊
全国中文核心期刊
中国科技论文统计源期刊
万方数据-数字化期刊群入网期刊
中国学术期刊(光盘版)全文收录期刊
华东地区优秀科技期刊
江苏省期刊方阵“双效期刊”
中国期刊网全文收录期刊
中国科技期刊数据库全文收录期刊

全部文章

第七期

火山灰浆液改性再生粗骨料对混凝土性能的影响
火山灰浆液改性再生粗骨料对混凝土性能的影响
  • 杨燕英1,陈 正2,3,*,李 静2,3,韦京利2,3,张黎昕2,3,李腾宇2,3
2023年第7期
摘要
引用本文
摘   要:为了研究不同配合比的火山灰浆液改性再生粗骨料对混凝土性能的影响,通过正交试验对比分析了改性和未改性再生粗骨料的吸水率、表观密度和压碎指标,探讨了改性再生粗骨料对混凝土力学性能和抗氯盐侵蚀性能的影响。结果表明:与未改性再生粗骨料相比,改性再生粗骨料的吸水率和表观密度增大,压碎指标减小;在火山灰浆液中掺入30%复合掺合料后,随着复合掺合料中粉煤灰掺量的增加,再生混凝土的抗压强度降低,氯离子扩散系数增大;在火山灰浆液中掺入适量稻壳灰后,再生混凝土的抗压强度提高,氯离子扩散系数减小;在火山灰浆液中掺入适量分散剂后,再生混凝土的抗压强度降低,氯离子扩散系数增大;综合考虑再生混凝土的力学性能和抗氯盐侵蚀性能,火山灰浆液的最佳配合比为矿粉掺量30%、稻壳灰掺量3%、不掺粉煤灰和分散剂。 Abstract: In order to study the effects of different proportions of pozzolanic ash slurry modified recycled coarse aggregates on the performance of concrete, the water absorption, apparent density and crushing index of modified and unmodified recycled coarse aggregates were compared through orthogonal tests, and the effects of modified recycled coarse aggregates on the mechanical properties and resistance to chloride corrosion of concrete were discussed. The results show that compared with unmodified recycled coarse aggregates, the water absorption and apparent density of modified recycled coarse aggregates increase, while the crushing index decreases. When 30% composite admixture is added into the pozzolanic ash slurry, the compressive strength of recycled concrete decreases, and the chloride ion diffusion coefficient increases with the increase of the content of fly ash in the composite admixture. The compressive strength of recycled concrete increases and the chloride ion diffusion coefficient decreases when the pozzolanic ash slurry is mixed with appropriate content of rice husk ash. The compressive strength of recycled concrete decreases and the chloride ion diffusion coefficient increases when appropriate content of dispersant is added into the pozzolanic ash slurry. Considering the mechanical properties and resistance to chloride corrosion of recycled concrete, the optimal proportion of pozzolanic ash slurry is 30% content of mineral powder, 3% content of rice husk ash, and no fly ash or dispersant.
杨燕英,陈正,李静,等.火山灰浆液改性再生粗骨料对混凝土性能的影响[J].混凝土与水泥制品,2023(7):85-89. YANG Y Y,CHEN Z,LI J,et al.Effects of recycled coarse aggregates modified by pozzolanic ash slurry on the performance of concrete[J].China Concrete and Cement Products,2023(7):85-89.
粉煤灰-矿粉复合掺合料对核工程混凝土性能的影响
粉煤灰-矿粉复合掺合料对核工程混凝土性能的影响
  • 许建华1,2,杜国伟3,刘向坤3,*,彭 颢3
2023年第7期
摘要
引用本文
摘   要:研究了Ⅱ级粉煤灰-S75级矿粉复合掺合料的掺量(20%、25%、30%、35%)对核工程混凝土工作性、力学性能和耐久性能的影响,并与单掺和复掺Ⅰ级粉煤灰与S95级矿粉的混凝土进行了对比。结果表明:经超细粉磨后,Ⅱ级粉煤灰和S75级矿粉的颗粒形貌得到改善,趋于圆润光滑;相同掺量下,与单掺和复掺Ⅰ级粉煤灰与S95级矿粉的试验组相比,掺复合掺合料混凝土的工作性更好,力学、抗冻、抗氯离子渗透和抗硫酸盐侵蚀性能更优;随着复合掺合料掺量的增加,混凝土的坍落度、抗压强度、相对动弹性模量和抗压强度耐蚀系数均先增大后减小,质量损失率和氯离子扩散系数均先减小后增大,其最佳掺量为30%。 Abstract: The effects of the content(20%, 25%, 30%, 35%) of the grade Ⅱ fly ash and S75 slag powder composite admixture on the workability, mechanical properties and durability of nuclear engineering concrete were studied, and compared with the concrete mixed with grade Ⅰ fly ash or S95 slag powder. The results show that after ultrafine grinding, the particle morphology of grade Ⅱ fly ash and S75 slag powder is improved and tends to be round and smooth. At the same content, the workability of concrete mixed with composite admixture is better than that of the test groups mixed with grade Ⅰ fly ash and S95 slag powder, and the mechanical properties, frost resistance, chloride ion penetration resistance and sulfate corrosion resistance are better. With the increase of the content of composite admixture, the slump, compressive strength, relative dynamic elastic modulus and compressive strength corrosion resistance coefficient of concrete first increase and then decrease, and the mass loss rate and chloride ion diffusion coefficient first decrease and then increase,  and the optimum content of composite admixture is 30%.
许建华,杜国伟,刘向坤,等.粉煤灰-矿粉复合掺合料对核工程混凝土性能的影响[J].混凝土与水泥制品,2023(7):90-94. XU J H,DU G W,LIU X K,et al.Influence of fly ash and slag powder composite admixture on the performance of nuclear engineering concrete[J].China Concrete and Cement Products,2023(7):90-94.
干法脱硫灰对水泥稳定再生骨料混合料性能的影响
干法脱硫灰对水泥稳定再生骨料混合料性能的影响
  • 夏 平
2023年第7期
摘要
引用本文
摘   要:在水泥与脱硫灰总掺量(15.00%)不变的情况下,研究了脱硫灰的种类(重钢脱硫灰、鄂钢脱硫灰)和掺量(11.25%、12.00%)对水泥脱硫灰稳定再生骨料混合料力学性能和耐久性能的影响。结果表明:随着脱硫灰掺量的增加,混合料的无侧限抗压强度、间接抗拉强度、抗压回弹模量均降低;相同脱硫灰掺量下,水泥重钢脱硫灰稳定再生骨料混合料的无侧限抗压强度、间接抗拉强度、抗压回弹模量均比水泥鄂钢脱硫灰稳定再生骨料混合料的低;与纯水泥稳定再生骨料混合料(对照组)相比,水泥脱硫灰稳定再生骨料混合料的抗冻性能较差,但干缩性能有明显改善;水泥脱硫灰稳定再生骨料混合料的重金属浸出毒性符合相关标准要求。 Abstract: When the total content of cement and desulfurization ash (15.00%) remained unchanged, the effects of the types ( Chongqing steel desulfurization ash, Hubei steel desulfurization ash) and contents (11.25%, 12.00%) of desulfurization ash on the mechanical properties and durability of cement-desulfurization ash stabilized recycled aggregate mixture were studied. The results show that with the increase of desulfurization ash content, the unconfined compressive strength, splitting strength, compressive modulus of resilience of the mixture decrease. Under the same content, the unconfined compressive strength, splitting strength, compressive modulus of resilience of cement-Chongqing steel desulfurization ash stabilized recycled aggregate mixture are lower than those of cement-Hubei steel desulfurization ash stabilized recycled aggregate mixture. Compared with the pure cement stabilized recycled aggregate mixture(control group), the cement-desulfurization ash stabilized recycled aggregate mixture has poor frost resistance, but significant improvement in dry shrinkage performance. The leaching toxicity of heavy metal of cement-desulfurization ash stabilized recycled aggregate mixture meets the requirements of relevant standards.
夏平.干法脱硫灰对水泥稳定再生骨料混合料性能的影响[J].混凝土与水泥制品,2023(7):95-98,102. XIA P.Effect of dry desulfurization ash on performance of cement stabilized recycled aggregate mixtures[J].China Concrete and Cement Products,2023(7):95-98,102.
磷石膏路基稳定材料的节能减排效益分析
磷石膏路基稳定材料的节能减排效益分析
  • 肖智慧1,李中军2,吕 伟1,胡 彪1,唐 涛1
2023年第7期
摘要
引用本文
摘   要:利用电石渣对原状磷石膏进行了改性处理,制备了改性磷石膏-矿渣粉-水泥三元胶凝材料,将三元胶凝材料、骨料、水按一定比例混合均匀制得了磷石膏路基稳定材料。计算了磷石膏路基稳定材料在生产阶段的能耗和碳排放量,并与普通水稳材料进行了对比分析。结果表明:磷石膏路基稳定材料在生产过程中的电耗为6.09 (kW·h)/t、油耗为1.09 L/t、煤耗为0.38 kgce/t、综合能耗为2.48 kgce/t,相比普通水稳材料可节约综合能耗59.28%;磷石膏路基稳定材料在生产过程中会产生12.57 kgCO2/t,相比普通水稳材料可减少76.87%的碳排放量。 Abstract: The undisturbed phosphogypsum was modified by calcium carbide slag, and the modified phosphogypsum-slag-cement ternary cementitious material was prepared. The ternary cementitious material, coarse aggregates, and water were mixed in a certain proportion to produce phosphogypsum roadbed stabilizing material. The energy consumption and carbon emission of phosphogypsum roadbed stabilizing material were calculated, and compared with those of ordinary water stabilizing material. The results show that the power consumption of phosphogypsum roadbed stabilizing material in the production process is 6.09 (kW·h)/t, the oil consumption is 1.09 L/t, the coal consumption is 0.38 kgce/t, and the comprehensive energy consumption is 2.48 kgce/t, which can save 59.28% of the comprehensive energy consumption compared with ordinary water stabilizing material. Phosphogypsum roadbed stabilizing materials produce 12.57 kgCO2 /t in the production process, which can reduce 76.87% of carbon emission compared with ordinary water stabilizing material.
肖智慧,李中军,吕伟,等.磷石膏路基稳定材料的节能减排效益分析[J].混凝土与水泥制品,2023(7):99-102. XIAO Z H,LI Z J,LYU W,et al.Benefits analysis of energy saving and emission reduction of phosphogypsum roadbed stabilizing material[J].China Concrete and Cement Products,2023(7):99-102.
混合梁斜拉桥UHPC钢-混结合段的性能研究
混合梁斜拉桥UHPC钢-混结合段的性能研究
  • 李世华1,2,郑 倩1,2,*,李章建1,2,张旭飞1,2,张家祥1,2
2023年第7期
摘要
引用本文
摘   要:为了研究超高性能混凝土(UHPC)钢-混结合段在混合梁斜拉桥中应用的可行性,采用1∶1节段模型进行了试验,研究了UHPC的工作性、力学性能和收缩性能,并对UHPC钢-混结合段的浇筑质量进行了检测。结果表明:UHPC的工作性、力学性能和收缩性能均满足工程相关要求;除了人为设置的脱空区域外,其他区域的UHPC与钢板之间结合紧密,且UHPC的表观质量良好。 Abstract: In order to study the feasibility of applying Ultra-High Performance Concrete (UHPC) steel-concrete joint section in hybrid girder cable-stayed bridge, a 1:1 segment model was used for experiments, and the workability, mechanical properties, and shrinkage performance of UHPC were studied, and the pouring quality of UHPC steel-concrete joint section was tested. The results show that the workability, mechanical properties, and shrinkage performance of UHPC meet the relevant engineering requirements. Except for the manmade void areas, the UHPC in other areas is tightly bonded to the steel plate, and the apparent quality of the UHPC is good.
李世华,郑倩,李章建,等.混合梁斜拉桥UHPC钢-混结合段的性能研究[J].混凝土与水泥制品,2023(7):75-79. LI S H,ZHENG Q,LI Z J,et al.Study on performance of UHPC steel-concrete joint section of hybrid girder cable-stayed bridge[J].China Concrete and Cement Products,2023(7):75-79.
现浇彩色装饰清水混凝土建筑施工关键技术
现浇彩色装饰清水混凝土建筑施工关键技术
  • 王云磊1,王俊林2,艾云忠2,崔建滨2
2023年第7期
摘要
引用本文
摘   要:以浙江某高校图书馆“红、黄、灰、白”四色同体的现浇装饰清水混凝土工程为研究对象,总结了适用于现浇彩色装饰清水混凝土建筑的施工技术,包括抗裂保护体系、钢模板表面喷砂处理工艺、模板二次封闭施工技术、不同色彩清水混凝土界面的拼接技术等,可为现浇彩色装饰清水混凝土的推广应用提供技术支撑。 Abstract: Taking the "red, yellow, gray, white" four-color cast-in-place decorative fair-faced concrete engineering of a university library in Zhejiang as the research object, the construction technologies of cast-in-place colored decorative fair-faced concrete buildings were summarized, including crack resistance protection systems, surface sandblasting treatment of steel formwork, secondary sealing construction technology of formwork, and interface splicing technologies of different colored fair-faced concrete, etc, which can provide technical support for the promotion and application of cast-in-place colored decorative fair-faced concrete.
王云磊,王俊林,艾云忠,等.现浇彩色装饰清水混凝土建筑施工关键技术[J].混凝土与水泥制品,2023(7):80-84. WANG Y L,WANG J L,AI Y Z,et al.Construction technologies of cast-in-place colored decorative fair-faced concrete buildings[J].China Concrete and Cement Products,2023(7):80-84.
预制混凝土外墙保温板系统的连接性能研究
预制混凝土外墙保温板系统的连接性能研究
  • 陈 宁,董庆广,王 娟
2023年第7期
摘要
引用本文
摘   要:为研究预制混凝土外墙保温板系统的连接安全性,开展了保温板与抹面砂浆、混凝土的拉伸黏结强度试验,并进行了不同锚固件(HY-80、HY-60和HY-40)反向拉拔力和变形特性研究。结果表明:乳液型界面剂可有效改善聚合物砂浆与保温板的相容性,相应界面黏结强度提升了约85%;保温板采用钢丝网构造加强措施有利于提高保温板与混凝土的界面黏结强度;HY-80和HY-60与HY-40不锈钢锚固件相比,其反向拉拔力分别提高了32.8%和20.0%,可有效提升预制混凝土外墙保温板系统的连接性能。 Abstract: In order to study the structural connection safety of the prefabricated concrete external wall insulation panel system, the tensile bond strength tests of the insulation panel surface mortar and concrete were carried out, and the reverse pull-out capacity and deformation characteristics of the anchors(HY-80, HY-60, HY-40) were analyzed. The results show that lotion type interfacial agent can effectively improve the compatibility of polymer mortar and silicone insulation panel, and the interfacial bonding strength is increased by 85%. At the same time, the insulation panel strengthened by steel mesh structure can improve of the bonding strength between the insulation panel and the concrete interface. Compared with HY-40 stainless steel anchors, using the HY-80 and HY-60 has 32.8% and 20.0% higher reverse pull-out force respectively, which can improve the connection performance of the prefabricated concrete external wall insulation panel system.
陈宁,董庆广,王娟.预制混凝土外墙保温板系统的连接性能研究[J].混凝土与水泥制品,2023(7):61-65. CHEN N,DONG Q G,WANG J.Research on the connection performance of the prefabricated concrete external wall insulation panel system[J].China Concrete and Cement Products,2023(7):61-65.
改性再生塑胶颗粒对陶粒混凝土力学性能的影响研究
改性再生塑胶颗粒对陶粒混凝土力学性能的影响研究
  • 温永钦,姜婷婷,卢金山,王禄彤
2023年第7期
摘要
引用本文
温永钦,姜婷婷,卢金山,改性再生塑胶颗粒对陶粒混凝土力学性能的影响研究[J].混凝土与水泥制品,2023(7):66-69,74. WEN Y Q,JIANG T T,LU J S,et al.Effect of modified recycled plastic particles on mechanical properties of ceramsite concrete[J].China Concrete and Cement Products,2023(7):66-69,74.
流变性对高早强泡沫混凝土性能的影响
流变性对高早强泡沫混凝土性能的影响
  • 凌建祥1,董 波1,叶 焕2,*,韩 意2
2023年第7期
摘要
引用本文
摘   要:为降低泡沫混凝土生产过程中的能耗,改善泡沫混凝土的性能,研究了流变性对高早强免蒸压泡沫混凝土发气效果和硬化后性能的影响。结果表明:当屈服应力超过200 Pa后,泡沫混凝土不再膨胀;高早强免蒸压泡沫混凝土的6 h抗压强度可以达到2.7 MPa,导热系数基本不大于0.20 W/(m·K);浆体的屈服应力偏小可能导致孔隙率(体积密度)相近的泡沫混凝土导热系数相差30%,抗压强度相差100%左右。 Abstract: In order to reduce the production energy consumption and improve the performance of foamed concrete, the effect of rheological properties on gas generation and hardening properties of high early strength non-autoclaved foamed concrete was studied. The results show that the foamed concrete no longer expands when the yield stress exceeds 200 Pa. The 6 h compressive strength of high early strength non-autoclaved foamed concrete can reach 2.7 MPa, while the thermal conductivity is no more than 0.20 W/(m·K). The lower yield stress can lead to a 30% difference in thermal conductivity and a 100% difference in compressive strength for foamed concretes with similar porosity (or volume density).
凌建祥,董波,叶焕,等.流变性对高早强泡沫混凝土性能的影响[J].混凝土与水泥制品,2023(7):70-74. LING J X,DONG B,YE H,et al.Effect of rheological properties on the performance of high early strength foamed concrete[J].China Concrete and Cement Products,2023(7):70-74.
丙烯酸乳液改性麦秸纤维及其对水泥基材料性能的影响
丙烯酸乳液改性麦秸纤维及其对水泥基材料性能的影响
  • 姜德民a,吕树辰a,*,姜 迪b,徐浩东a
2023年第7期
摘要
引用本文
摘   要:采用3种丙烯酸聚合物乳液(纯丙乳液、苯丙乳液、硅丙乳液)对麦秸纤维进行了改性处理,对比分析了未改性和改性麦秸纤维的吸水率、润湿性、抗拉强度,并进行了微观分析。在此基础上,研究了改性麦秸纤维对水泥基材料力学性能的影响。结果表明:与未改性麦秸纤维相比,3种改性麦秸纤维的吸水率均降低,疏水性和抗拉强度均提高;与纯丙乳液和苯丙乳液改性麦秸纤维相比,硅丙乳液改性麦秸纤维的吸水率最低,疏水性和抗拉强度最高;与未改性麦秸纤维增强水泥基材料相比,3种改性麦秸纤维增强水泥基材料的抗压、抗折强度提高,韧性增强,其中,硅丙乳液改性麦秸纤维对水泥基材料的增强、增韧作用相对最好。 Abstract: Wheat straw fiber was modified by three kinds of acrylic polymer emulsion (pure acrylic emulsion, styrene acrylic emulsion and silicone acrylic emulsion), and the water absorption, wettability, and tensile strength of unmodified and modified wheat straw fiber were compared and analyzed, and the microscopic analysis was conducted. On this basis, the effects of modified wheat straw fiber on the mechanical properties of cement-based materials were studied. The results show that compared with unmodified wheat straw fiber, the water absorption of the modified wheat straw fiber decreases, while hydrophobicity and tensile strength increase. Compared with pure acrylic emulsion and styrene acrylic emulsion modified wheat straw fiber, silicon acrylic emulsion modified wheat straw fiber has the lowest water absorption, the highest hydrophobicity and tensile strength. Compared with unmodified wheat straw fiber reinforced cement-based materials, the compressive strength and flexural strength of the modified wheat straw fiber reinforced cement-based materials are improved, and the toughness is enhanced. Among them, silicon acrylic emulsion modified wheat straw fiber has the best reinforcement and toughening effect on cement-based materials.
姜德民,吕树辰,姜迪,等.丙烯酸乳液改性麦秸纤维及其对水泥基材料性能的影响[J].混凝土与水泥制品,2023(7):51-56. JIANG D M,LYU S C,JIANG D,et al.Modification of wheat straw fiber with acrylic emulsion and its influence on properties of cement-based materials[J].China Concrete and Cement Products,2023(7):51-56.
上一页
1
2
3

关注《混凝土与水泥制品》

总访问量 468,401   网站统计

官方微信公众号关闭
苏州混凝土水泥制品研究院有限公司

关于我们    |    联系我们    |    订购杂志    |    回到顶部

版权所有:中国混凝土与水泥制品网  苏ICP备10086386号   网站建设:中企动力 苏州

版权所有:中国混凝土与水泥制品网

苏ICP备10086386号

网站建设:中企动力 苏州