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砂基透水砖的黏模问题研究
Research on sticking Problems of Sand-based Permeable Brick[J].
2018年第2期
砂基透水砖;黏模问题;残余黏结细砂;耐磨性
Sand-based water permeable brick; Sticking problem; Residual cohesive fine sand; Wear resistance
2018年第2期
1000-4637(2018)02-77-05
许静贤1,2
1.福建建工建材科技开发有限公司,福州350000;2.福建省绿色建筑技术重点实验室,福州350000

许静贤1,2

许静贤.砂基透水砖的黏模问题研究[J].混凝土与水泥制品,2018(2):77-81.

XU J X.Research on sticking Problems of Sand-based Permeable Brick[J].China Concrete and Cement Products,2018(2):77-81.

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1000
摘 要:砂基透水砖是以细砂为面层骨料,以有机胶结剂为主要黏结材料,经免烧结成型工艺制备而成,具有透水功能的透水砖。但是由于其面层细砂尺寸较小,砂基透水砖在压制过程中通常会导致黏模问题,严重影响生产效率。本文以耐磨性为路用指标,采用压头残余黏结细砂法对砂基透水砖的黏模特性展开试验研究。通过分析制砖机压头残余黏结细砂量与胶结剂用量、细砂形状、细砂粒径、颜料添加量及成型压力的变化规律对砂基透水砖的性能进行研究。试验结果表明,当采用圆粒硅砂,胶水用量在4.0%~4.5%、细砂粒径为40~80目、颜料添加量为1.5%~2.5%,成型压力为21MPa时制备的砂基透水砖表面比较平整且具有较好的路用性能。 Abstract: Sand-based water permeable brick (SPB) is a kind of permeable brick which is made by sintering molding process with fine sand as the surface layer and organic adhesive as the main bonding material. However, due to its small fine sand size of surface layer, there is a sticking problem in the pressing process, which will seriously affect the production efficiency. The viscosity model experimental of SPB was studied by the method of residual cohesive fine sand on the head, while the wear resistance was as the indicator for the road. The properties of SPB were studied by analyzing the relationship of esidual cohesive fine sand on the head with dosage of the glue, sand shape, particle size, the content of toner, forming pressure. The results show that the SPB is smooth and has a good performance when the round grain of silica sand is used, the amount of resin sand ratio ranges from 4.0% to 4.5%, the fine sand grain size ranges from 40 mesh to 80 mesh, the toner content ranges from 1.5% to 2.5%, and the molding pressure ranges from 17MPa to 21MPa.
英文名 : Research on sticking Problems of Sand-based Permeable Brick[J].
刊期 : 2018年第2期
关键词 : 砂基透水砖;黏模问题;残余黏结细砂;耐磨性
Key words : Sand-based water permeable brick; Sticking problem; Residual cohesive fine sand; Wear resistance
刊期 : 2018年第2期
DOI :
文章编号 : 1000-4637(2018)02-77-05
基金项目 :
作者 : 许静贤1,2
单位 : 1.福建建工建材科技开发有限公司,福州350000;2.福建省绿色建筑技术重点实验室,福州350000

许静贤1,2

许静贤.砂基透水砖的黏模问题研究[J].混凝土与水泥制品,2018(2):77-81.

XU J X.Research on sticking Problems of Sand-based Permeable Brick[J].China Concrete and Cement Products,2018(2):77-81.

摘要
参数
结论
参考文献
引用本文
摘   要:砂基透水砖是以细砂为面层骨料,以有机胶结剂为主要黏结材料,经免烧结成型工艺制备而成,具有透水功能的透水砖。但是由于其面层细砂尺寸较小,砂基透水砖在压制过程中通常会导致黏模问题,严重影响生产效率。本文以耐磨性为路用指标,采用压头残余黏结细砂法对砂基透水砖的黏模特性展开试验研究。通过分析制砖机压头残余黏结细砂量与胶结剂用量、细砂形状、细砂粒径、颜料添加量及成型压力的变化规律对砂基透水砖的性能进行研究。试验结果表明,当采用圆粒硅砂,胶水用量在4.0%~4.5%、细砂粒径为40~80目、颜料添加量为1.5%~2.5%,成型压力为21MPa时制备的砂基透水砖表面比较平整且具有较好的路用性能。
Abstract: Sand-based water permeable brick (SPB) is a kind of permeable brick which is made by sintering molding process with fine sand as the surface layer and organic adhesive as the main bonding material. However, due to its small fine sand size of surface layer, there is a sticking problem in the pressing process, which will seriously affect the production efficiency. The viscosity model experimental of SPB was studied by the method of residual cohesive fine sand on the head, while the wear resistance was as the indicator for the road. The properties of SPB were studied by analyzing the relationship of esidual cohesive fine sand on the head with dosage of the glue, sand shape, particle size, the content of toner, forming pressure. The results show that the SPB is smooth and has a good performance when the round grain of silica sand is used, the amount of resin sand ratio ranges from 4.0% to 4.5%, the fine sand grain size ranges from 40 mesh to 80 mesh, the toner content ranges from 1.5% to 2.5%, and the molding pressure ranges from 17MPa to 21MPa.
关键词:
砂基透水砖;黏模问题;残余黏结细砂;耐磨性
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(1)砂基透水砖的黏砂量随胶结剂用量的增加而增大,当胶结剂用量超过5.0%后出现黏皮现象;但是当聚氨酯胶结剂用量下降至一定程度后,胶结剂无法将硅砂有效地黏结起来,从而导致耐磨性下降。因此,当选用40~80目的面层细砂为制备砂基透水砖时,宜将胶水用量控制在4.0%~4.5%之间。

(2)当胶结剂用量一定时,相同质量的圆形硅砂表面黏附的聚氨酯胶结剂量更多,在振压过程中被挤压到制砖机压头上的胶结剂量较少,胶结剂与砖机压头的黏附力较小,压头残余细砂黏结量更少,砂基透水砖表面更平整和美观。因此,制备砂基透水砖宜选用颗粒较浑圆的圆粒硅砂。
(3)不同黏度的胶结剂可能使砂基透水砖面层混合料在搅拌时间和压制压力上都有很大的不同,制备砂基透水砖时聚氨酯胶结剂黏度宜控制在(4500±800)mPa·s。
(4)随着颜料添加量的增大,制砖机压头上黏结的细砂量逐渐增大。颜料掺加量以完全覆盖砂粒本色为宜,不可过多,颜料添加量为1.5%~2.5%。
(5)砂基透水砖压制压力宜控制在17~21MPa,具体压制压力可根据面层细砂粒径、细砂形状等进行进一步核算。
[1] 侯立柱,冯绍元,韩志文,等.透水砖铺装地面垫层结构对城市雨水入渗过程的影响[J].中国农业大学学报,2006(4):83-88.
[2] 王萍萍,徐向舟.砂基透水砖的制备及性能优化研究[J].新型建筑材料,2013(8):44-46.
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[4] 张艳娟,张洪涛,徐向舟,等.一种静压成型混凝土透水砖的制备与物理性能试验[J].中国水土保持科学,2010(5):104-108.
[5] 王萍,李国昌.沙漠沙透水砖的制备及性能研究[J].非金属矿,2010,33(5):61-63,66.
[6] 于伟蓉,覃维祖.环氧树脂微孔透水材料的制备和性能初步研究[J].新型建筑材料,2008(10):63-66.
[7] 钟世云,袁华.聚合物在混凝土中的应用[M].北京:化学工业出版社,2003.

许静贤.砂基透水砖的黏模问题研究[J].混凝土与水泥制品,2018(2):77-81.

XU J X.Research on sticking Problems of Sand-based Permeable Brick[J].China Concrete and Cement Products,2018(2):77-81.

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