1. 河北工业大学 土木工程学院,天津,300401
2. 河北省土木工程技术研究中心,天津,300401
3. 天津城建大学 地质与测绘学院,天津,300384
4. 河北工业大学 能源与环境工程学院,天津,300401
纸质出版:2016
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李敏, 柴寿喜, 杜红普, 等. SH抑尘剂固化建设场地类型土的抗风蚀性能[J]. 水土保持通报, 2016,36(2):185-190.
LI Min, CHAI Shouxi, DU Hongpu, et al. Wind Erosion Control of Soil Solidified by SH Dust-depressor in Construction Site[J]. Bulletin of Soiland Water Conservation, 2016, 36(2): 185-190.
李敏, 柴寿喜, 杜红普, 等. SH抑尘剂固化建设场地类型土的抗风蚀性能[J]. 水土保持通报, 2016,36(2):185-190. DOI: 10.13961/j.cnki.stbctb.2016.02.036.
LI Min, CHAI Shouxi, DU Hongpu, et al. Wind Erosion Control of Soil Solidified by SH Dust-depressor in Construction Site[J]. Bulletin of Soiland Water Conservation, 2016, 36(2): 185-190. DOI: 10.13961/j.cnki.stbctb.2016.02.036.
[目的
]
评价SH固化建设场地类型土的抑尘效果及其在建设场地中的适用性
为合理有效控制建设场地扬尘问题提供方法依据。[方法
]
以高分子材料——SH抑尘剂为研究对象
考虑建设场地扬尘来源(即建设场地类型土)、喷洒量、坡度、坡面形态、固化时间及堆土密度等因素
借助PM
10
及PM
2.5
指标评价SH抑尘剂在仅固化建设场地类型土表层条件下的抗风蚀性能及其在建设场地的适用性。[结果
]
SH抑尘剂可在土样颗粒间发挥联接作用
维持土体表面的完整性
有效解决洒水抑尘措施存在的缩裂问题;SH对于建设场地类型土(粉土、粉煤灰、黏性土、碎石土)均具有很好的抑尘效果
喷洒SH抑尘剂后
固化土在九级风力的吹蚀作用下不会造成PM
10
和PM
2.5
污染物;SH抑尘剂对于建筑堆土、建筑弃土及裸露地表均具有适用性
坡度、堆土密度、坡面形态不影响SH抑尘剂的渗透固化效果。从抑尘效果和施工经济角度考虑
建议施工时选取SH抑尘剂喷量1.2 kg/m
2
固化时间3 d。[结论
]
SH抑尘剂可在土体表层形成抗风蚀性保护膜
实现从源头控制建设场地扬尘。
[Objective] Construction dust is one of the sources of urban air pollution
which discharges at low height and always concentrates in dense population area. [Methods] High polymer materials of SH dust-depressor was chosen as media
and factors of construction dust source(also construction soils)
application amount
slope gradient
slope shape
solidified time and density were considered. The controlling effect and applicability were evaluated by PM10 and PM2.5. [Results] SH dust-depressor plays a role of connection between soil particles and then restrains effectively soil shrinkage crack. The soil surface maintains integrity after solidified with SH dust-depressor. SH dust-depressor has good dust controlling effect on construction dust source(such as silt
fly ash
clay and gravel soil). There had not been any outputs of PM10 and PM2.5 during nine-level wind erosion. SH dust-depressor has good applicability to soils in construction site. The permeation and solidification of SH was never affected by soil slope
density and surface roughness. In view of dust control and economic application
the appropriate sprayed amount should be set at 1.2 kg/m2 and the solidification duration should be 3 d. [Conclusion] SH solidified measure can form protective film against wind erosion and then control dust from the source.
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2.5
and TSP aerosol in Shanghai[J]. Atmospheric Environment, 2006, 40(16):2935-2952.
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王姣龙,胡志光,张玉玲.化学抑尘剂的研究现状分析[J].化学工程师,2014,226(7):51-53.
王银梅,谌文武,韩文峰.SH固沙机理的微观探讨[J].岩土力学,2005,26(4):650-655.
王银梅,韩文峰,谌文武.新型高分子材料固沙抗冻性能试验研究[J].中国地质灾害与防治学报,2006,17(4):145-148.
Li Min, Chai Shouxi, Du Hongpu, et al. Feasibility of reinforced saline soil with treated wheat straw and lime[J]. Soil and Foundaitons, 2012,52(2):231-241.
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