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高压旋喷止水帷幕复合固化剂性能分析
Performance Analysis of Composite Curing Agent for High-Pressure Rotary Jet Waterproof Curtain

DOI: 10.12677/HJCE.2020.99099, PP. 950-958

Keywords: 止水帷幕,工业固废,复合固化剂,性能分析
Waterproof Curtain
, Industrial Solid Wastes, Composite Hardeners, Performance Analysis

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Abstract:

工业生产排放的各类固体废弃物具有潜在活性,与水泥复配后可有效改善固化剂的多种性能。本文基于由固废材料研发的环保型高压旋喷止水帷幕固化剂,通过室内试验,评价了材料的施工性能、力学性能、抗渗性能等指标。研究发现固化剂的浆液比重、混合泥浆流动度与含水率具有明显的线性相关关系。复合固化剂的混合泥浆稳定性明显优于水泥,离析率比水泥泥浆低2%~5%。随着含水率的提高,混合泥浆的稳定性逐渐降低。复合固化剂固化土具有明显的早强特性、抗折特性与高初始含水率适用性。复合固化剂固化土的抗渗性能在45%初始含水率条件下与水泥土接近,而在含水率高达55%时优于水泥土。
Various types of solid waste discharged from industrial production have potential activity, and can effectively improve some properties of the curing agent after being compounded with cement. Based on the environmentally friendly high-pressure rotary jet waterproof curtain curing agent developed by solid waste materials, this paper evaluates the construction performance, mechanical performance, impermeability and other indicators of the material through laboratory tests. It found that the slurry specific gravity of the curing agent and the fluidity of the mixed mud both have an obvious linear correlation with the water content. The stability of the mixed slurry of the composite curing agent is obviously better than that of the cement. The segregation rate is 2% - 5% lower than that of the cement slurry. As the moisture content increases, the stability of the mixed mud gradually decreases. Composite curing agent solidified soil has obvious early-strength properties, flexural properties and applicability of high initial moisture content. The impermeability of soil cured by composite curing agent is close to that of cement soil under the condition of 45% initial water content. But it is better when the water content is up to 55%.

References

[1]  蒙强, 邵俐, 施倩芸. 粉煤灰水泥土力学特性试验研究[J]. 上海理工大学学报, 2017, 39(5): 490-496.
[2]  董玉萍, 张玉佩. 高钙粉煤灰水泥土早期强度试验[J]. 硅酸盐通报, 2019, 38(10): 3248-3252.
[3]  崔靖俞, 解邦龙, 季港澳, 等. 粉煤灰水泥土渗透性能的试验研究[J]. 科学技术与工程, 2019, 19(34): 323-329.
[4]  梁仕华, 曾伟华. 干湿循环条件下水泥粉煤灰固化南沙淤泥土试验研究[J]. 工业建筑, 2018, 48(7): 83-86, 43.
[5]  黄新, 胡同安. 工业废石膏与水泥配合加固软土地基[J]. 建筑技术, 2001, 32(3): 161-163.
[6]  黄新, 宁建国, 郭晔, 等. 水泥含量对固化土结构形成的影响研究[J]. 岩土工程学报, 2006, 28(4): 436-441.
[7]  霍曼琳, 陈鹏柱, 潘艳华. 深层淤泥土中高压旋喷桩浆液材料与施工工艺研究[J]. 施工技术, 2011, 40(7): 47-49, 53.
[8]  Papageorgiou, A., Tzouvalas, G. and Tsimas, S. (2005) Use of Inorganic Setting Retarders in Cement Industry. Cement and Concrete Composites, 27, 183-185.
https://doi.org/10.1016/j.cemconcomp.2004.02.005
[9]  Tzouvalas, G., Rantis, G. and Tsimas, S. (2004) Alternative Calcium-Sulfate-Bearing Materials as Cement Retarders: Part II. FGD Gypsum. Cement and Concrete Research, 34, 2119-2124.
https://doi.org/10.1016/j.cemconres.2004.03.021
[10]  米栋云. 赤泥的掺入对水泥土特性的影响[D]: [硕士学位论文]. 太原: 太原理工大学, 2017.
[11]  陈金辉. 镍铁渣粉水泥土的固化机理试验研究[J]. 水利与建筑工程学报, 2020, 18(1): 122-127.
[12]  柯开展. 早龄期镍铁渣粉水泥土强度试验研究[J]. 水利与建筑工程学报, 2018, 16(4): 192-195.
[13]  庞文台, 申向东. 复合水泥土抗渗性能的实验研究[J]. 硅酸盐通报, 2012, 31(6): 1617-1620, 1625.
[14]  王贤昆, 庞建勇, 王强. 复合水泥土无侧限抗压强度正交试验研究[J]. 长江科学院院报, 2015(12): 72-75.
[15]  Telesca, A., Marroccoli, M., Calabrese, D., et al. (2013) Flue Gas Desul Furization Gypsum and Coal Fly Ash as Basic Components of Prefabricated Building Materials. Waste Management, 33, 628-633.
https://doi.org/10.1016/j.wasman.2012.10.022
[16]  Poon, C.S., Qiao, X.C. and Lin, Z.S. (2004) Effects of Flue Gas Desulphurization Sludge on the Pozzolanic Reaction of Reject-Fly-Ash Blended Cement Pastes. Cement and Concrete Research, 34, 1907-1918.
https://doi.org/10.1016/j.cemconres.2004.02.027

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