本文選題：透水性混凝土 + 正交分析法�。� 參考：《安徽理工大學(xué)》2014年碩士論文

【摘要】：透水混凝土作為一種體積主要由粗骨料的堆積體積形成的新型的混凝土材料,有著普通混凝土沒有的生態(tài)效應(yīng)。它高度的透水透氣性、吸音降噪、蓄水能力強(qiáng)以及良好的裝飾性,已經(jīng)受到了國(guó)內(nèi)外很多研究者和學(xué)者的推崇。目前我國(guó)對(duì)透水性混凝土這方面的研究還不成熟,且沒有完整可行的設(shè)計(jì)規(guī)范以供參考,相關(guān)研究理論和方法還有待進(jìn)一步的研究。故為了更好的推進(jìn)透水性混凝土這種新型材料的普及,繼續(xù)做細(xì)致的理論探討以及實(shí)驗(yàn)研究顯得尤為重要。本文對(duì)透水性的混凝土的性能研究做了許多工作,具體工作內(nèi)容如下： 1.本文實(shí)驗(yàn)所用的材料結(jié)合實(shí)驗(yàn)的原理多數(shù)采用本地的材料。經(jīng)過配合比設(shè)計(jì)方案的分析和比較最終選用體積法,是運(yùn)用孔隙率為依據(jù)的方法,即膠凝漿體體積、粗集料體積與目標(biāo)孔隙體積三者之和為1立方米。設(shè)計(jì)過程主要參考CJJ/T135-2009《透水水泥混凝土路面技術(shù)規(guī)程》中的體積法的原理,對(duì)透水性混凝土的配合比進(jìn)行設(shè)計(jì),并驗(yàn)證其可行性。 2.在實(shí)驗(yàn)的過程中,要將其攪拌、成型、養(yǎng)護(hù)等工藝與普通混凝土區(qū)別開來,不能簡(jiǎn)單套用。此外,本文借鑒參考陳志山大孔混凝土透水性實(shí)驗(yàn)原理,采用自行設(shè)計(jì)的透水儀來測(cè)定透水系數(shù)。 3.對(duì)實(shí)驗(yàn)方法進(jìn)行篩選和比較后最后采用正交實(shí)驗(yàn)方法,本文采用的是五因素四水平,五因素是水泥的用量、陶粒的粒徑、水膠比、設(shè)計(jì)孔隙率、粉煤灰摻量。將實(shí)驗(yàn)的結(jié)果統(tǒng)計(jì)后,運(yùn)用正交設(shè)計(jì)助手軟件對(duì)其進(jìn)行分析比較,得出影響透水性混凝土強(qiáng)度和透水系數(shù)的主次因素排序,和分析了透水性混凝土的抗壓強(qiáng)度和透水系數(shù)之間的關(guān)系。討論如何在配合比設(shè)計(jì)過程中選取合適的配合比來兼顧透水混凝土強(qiáng)度和透水系數(shù),從而達(dá)到相應(yīng)的要求。 4.在充分結(jié)合當(dāng)?shù)氐慕涤炅康那闆r下,研究探討了透水混凝土排水系統(tǒng)的理論和設(shè)計(jì)。
[Abstract]:As a new type of concrete material formed by bulk volume of coarse aggregate, permeable concrete has the ecological effect that ordinary concrete does not have.It has high permeability, sound absorption and noise reduction, strong water storage ability and good decoration, which has been praised by many researchers and scholars at home and abroad.At present, the research on permeable concrete in our country is not mature, and there is no complete and feasible design code for reference.Therefore, in order to better promote the popularization of permeable concrete as a new material, it is particularly important to continue to do detailed theoretical research and experimental research.In this paper, a lot of work has been done on the performance of permeable concrete. The specific contents of the work are as follows:1.The materials used in the experiments in this paper are mostly based on local materials.Through the analysis and comparison of the design scheme of mix proportion, the volume method is chosen finally, which is based on porosity, that is, the sum of the volume of cement slurry, the volume of coarse aggregate and the volume of target pore is 1 cubic meter.The design process mainly refers to the principle of volume method in CJJ/T135-2009 "Technical Specification for permeable cement concrete pavement", designs the mix ratio of permeable concrete, and verifies its feasibility.2.In the process of experiment, the mixing, molding and curing processes should be distinguished from ordinary concrete, and can not be simply applied.In addition, with reference to the experimental principle of permeability of Chen Zhishan macroporous concrete, the permeable coefficient is measured by a self-designed pervious instrument.3.After screening and comparing the experimental methods, the orthogonal experimental method was adopted. In this paper, five factors and four levels were used, and five factors were the amount of cement, the particle size of ceramsite, the ratio of water to glue, the design porosity and the content of fly ash.After statistical analysis of the experimental results, the orthogonal design assistant software is used to analyze and compare them, and the order of the primary and secondary factors affecting the strength and permeability coefficient of water-permeable concrete is obtained.The relation between compressive strength and permeability coefficient of permeable concrete is analyzed.This paper discusses how to select suitable mix ratio in the design process of mix ratio to give consideration to the strength and permeability coefficient of permeable concrete so as to meet the corresponding requirements.4.Under the condition of local rainfall, the theory and design of permeable concrete drainage system are studied.
【學(xué)位授予單位】：安徽理工大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2014
【分類號(hào)】：TU528

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 王波,霍亮,高建明;透水性地磚蒸發(fā)試驗(yàn)研究[J];四川建筑科學(xué)研究;2004年03期

2 陸愛萍,郭玉順,丁華京,郭自力;礦渣多孔混凝土性能及其改性研究[J];房材與應(yīng)用;1997年01期

3 姚祖康,沈惠生,陳詩(shī)信,謝宏云,陳堯;路面結(jié)構(gòu)的內(nèi)部排水設(shè)施[J];公路;1997年05期

4 吉青克;大孔隙材料滲透系數(shù)的室內(nèi)測(cè)定[J];公路交通科技;2002年02期

5 郭鳳臺(tái),朱磊;北方城市雨水利用工程模式探討[J];水科學(xué)與工程技術(shù);2005年04期

6 盧曦;城市熱島效應(yīng)的研究模型[J];環(huán)境技術(shù);2003年05期

7 楊靜,蔣國(guó)梁;透水性混凝土路面材料強(qiáng)度的研究[J];混凝土;2000年10期

8 劉葉鋒,朋改非,易全新,姜艷;高強(qiáng)透水性混凝土材料試驗(yàn)研究[J];混凝土;2005年03期

9 石云興;霍亮;戢文占;傅國(guó)艷;華成謀;史海龍;;奧運(yùn)公園露骨料透水路面的混凝土施工技術(shù)[J];混凝土;2008年07期

10 孟宏睿,徐建國(guó),陳麗紅,尚建麗;無砂透水混凝土的試驗(yàn)研究[J];混凝土與水泥制品;2004年02期

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