复配型环氧树脂地层灌浆材料的研制

针对内蒙古某煤矿巷道岩石遇水粉化的实际问题，研制了一种新型的复配型环氧树脂作为地层灌浆材料，考察了固化剂、稀释剂、填料等对抗压强度的影响且进行了优化配比。结果表明，研制的灌浆材料抗压强度大于2MPa，固化时间在2h以内，固化后遇水强度有所增加，能较好地解决该矿岩石遇水粉化的突出问题。当酚醛胺与低分子聚酰胺比例为2：1时，固化效果较好；选用糠醛丙酮作稀释剂，当其用量大约为环氧树脂的l0％时，对凝固时间影响不大且可降低浆液的粘度，提高浆液的可灌性；当细砂、水泥、乳化环氧树脂的比例为1．5：1：1时抗压强度最大。     

Internal curing using water-releasing material for high strength micro-expansive concrete

Due to its low water content, it is difficult for expansive agent to have an effective expansive effect on high strength concrete to compensate its extensive shrinkage and form a certain expansion. To solve this problem, water-releasing material with water storage and releasing characteristics was incorporated into high strength micro-expansive concrete to provide internal curing, and expansive effect of expansive agent was improved. Migration of water from initially saturated water-releasing material to the surrounding hydrating cement paste was investigated. Based on a given efficient diffusion distance of water stored in water-releasing material, the mass and real water-cement ratio of cured cement paste were estimated. At the same time, the effect of internal curing of water-releasing material on the volume deformation of high strength micro-expansive concrete was investigated. Funded by the Project of National Natural Science Foundation (No. 50508034) and Guangxi Key Laboratory for the Advance Materials and New Preparation Technology(No. 063006-5C-13)     

Effect of Waterborne Epoxy on Performances of Cement Asphalt Mortar

The waterborne epoxy modified cement asphalt mortars were prepared with varying content waterborne epoxy and a constant fluidity. The effects of waterborne epoxy emulsion on water/cement ratio,compressive and flexural strength,tensile bond strength,freezing and thawing damage,corrosion resistance of cement asphalt mortar cured for 7 and 28 d have been investigated. The results show that waterborne epoxy is very beneficial to the improvement of mechianical properties and durability of cement asphalt mortar. Waterborne epoxy can improve the flowing ability of cement asphalt mortar. With the increasing of waterborne epoxy content,compressive strength,flexural strength and bond strength all have increased obviously. The modified mortar shows higher resistance to corrosion and the freezing and thawing compared with control mortar.     

新型改性水性聚苯胺-环氧树脂涂料的制备

通过化学结构改性法分别在环氧树脂E-44的一端引入双键,另一端引入羟基,用不饱和有机酸中和,得到水性环氧树脂.研究了单体配比、反应温度对反应转化率的影响,确定了水性环氧树脂制备的最佳条件为：n（N-甲基烯丙基胺）∶n（二乙醇胺）∶n（E-44）=1.00∶1.05∶1.00;反应温度60℃;反应时间4 h.同时研究了水性环氧树脂及固化剂不同配比对涂层性能的影响,确定了水性环氧树脂乳液和固化剂的最佳质量比为2∶1.     

Preparation and mechanical properties of polypropylene fiber reinforced calcined kaolin-fly ash based geopolymer

To improve the environmental benefits and solve the problems of large shrinkage and high brittleness, the partial replacement of calcined kaolin by fly ash as a raw material for geopolymer synthesis and the influences of polypropylene (PP) fiber on the mechanical properties and volume stability were investigated. The results show that compressive strength of the geopolymer containing 33.3%(mass fraction) fly ash by steam curing at 80 °C for 6 d is improved by 35.5%. The 3-day compressive strength, flexural strength and impacting energy of geopolymers containing 0.05%PP fiber increase by 67.8%, 36.1% and 6.25%, while the shrinkage and modulus of compressibility decrease by 38.6% and 31.3%, respectively. The results of scanning electron microscopy (SEM) and the appearances of crack growths confirm that PP fiber can offer a bridging effect over the harmful pores and defects and change the expanding ways of cracks, resulting in a great improvement of strength and toughness. Foundation item: Project(2006AA06Z225) supported by the National High-Tech Research and Development Program of China     

再生纤维素纤维增强水泥砂浆的早期抗裂和自收缩行为

早期收缩开裂是导致混凝土劣化的重要因素之一,纤维的加入可以延缓甚至减少裂缝的延伸及扩展。使用具有吸水特性的再生纤维素纤维,与UF500纤维素纤维和无吸水的聚丙烯短纤维对比,研究再生纤维素纤维对水泥砂浆早期抗裂和自收缩行为的影响规律。将掺量为水泥质量1%或2%的各类纤维掺入水泥砂浆,密封养护,分析水泥砂浆强度、折压比及自收缩应变。研究结果表明：水灰比0.3时,添加再生纤维素纤维不能增强砂浆的抗裂性能和自收缩性能;水灰比大于0.35时,添加1%的再生纤维素纤维虽然降低了砂浆的抗折强度和抗压强度,但提高了该样品的折压比,增强了砂浆的抗裂性能和减缩效应。     

Performance of CTBN(carboxyl-terminated poly (butadiene-<Emphasis Type="Italic">co</Emphasis>-acrylonitrile))-EP(diglycidyl ether of bisphenol-A (DGEBA)) prepolymers and CTBN-EP/polyetheramine (PEA) system

CTBN-EP prepolymers were synthesized from CTBN and epoxy resin under the catalysis of HTMAB. FTIR analyses indicate the formation of ester group between the carboxyl group of CTBN and the oxirane group of epoxy resin. The viscosity of modified prepolymer increases with CTBN content increasing, but the epoxy value of the prepolymer decreases greatly. DSC analyses verify that CTBN affects the curing process of CTBN-EP/PEA system. Mechanical testing presents the improved toughness of CTBN-EP/PEA curings for the decrease of tensile strength, flexural strength and compressive strength, and increase of impact strength and elongation-at-break with the CTBN content increasing. SEM micrographs show the rubber phase with many holes in diameter about 0.5–1.5 µm is formed when CTBN content is lower than 10 phr. However, the pattern of SEM graph shows some stalactite-like strips when CTBN content is higher than 15 phr. Furthermore, the SEM image of 25 phr CTBN sample forms a kind of co-continuous structure.     

基于正交试验橡胶混凝土力学性能影响因素研究

橡胶混凝土由于在某些性能上的优势,具有广阔的发展空间和应用前景.影响其性能的主要因素有：水灰比、橡胶细度和橡胶掺量.采用正交试验方法,以抗压和抗折强度为性能指标,通过回归分析和极差方差分析确定抗压和抗折强度影响因素的显著性大小,得出了水灰比影响最大,橡胶细度和掺量有一定影响.其为工程实践提供一定的参考.     

高断裂伸长率柔性环氧树脂体系的研究

将端羧基柔性扩链剂用于环氧树脂/酸酐固化体系中,制备中温固化高断裂伸长率柔性环氧树脂.考察了柔性扩链剂用量对固化物力学性能的影响.研究结果表明,较少固化剂用量、较多柔性扩链剂用量和适宜的促进剂用量有利于获得高断裂伸长率的固化物.固化物断裂伸长率可达236％,拉伸强度为6.08 MPa.     

铸造用碱性酚醛树脂粘结剂的研制

合成了一种造用碱性酚醛树脂，对其物理性能进行了较系统的测试并研究了以酯为硬化剂的碱性酚醛树脂自硬砂的固化性能。结果表明：硬化速度和抗压终强度等性能指标均可满足铸造生产要求。     

基于紧密堆积理论的环氧混凝土配合比设计

基于紧密堆积理论，采用MAA模型和Fuller最大密度理论选出了砂石骨料的最优级配，应用正交试验方法确定了环氧混凝土的最佳配合比，并进行了力学性能评价和微观分析。结果表明：砂石骨料经级配优化后，紧密堆积空隙率明显降低，最紧密堆积空隙率仅为22.23％。骨胶比对环氧混凝土劈裂抗拉强度具有显著性影响，水泥适合作为填料掺入环氧混凝土中。环氧混凝土的立方体抗压强度随龄期的增长而略有增长，且与环氧树脂的固化程度紧密相关，当环氧树脂完全固化时，环氧混凝土的立方体抗压强度基本不再随龄期而变化。经级配优化后，环氧混凝土的力学性能得到改善，立方体抗压强度有所提高。通过SEM微观测试分析发现，级配优化后的环氧混凝土内部有害缺陷明显减少，体系密实均匀，内部黏结力更强。     

Effect of Epoxy Resin on Mechanical Properties of Metakaolin based Geopolymer and Microscopic Analysis

By using NaOH and Na_2SiO_3 as the activator,the mechanical properties and shrinkage of the geopolymer after incorporation of 0%,10%,20%,and 30% epoxy resin were investigated.The mechanism of epoxy resin toughening metakaolin based geopolymer was analyzed by X-ray diffraction,scanning electron microscopy and Fourier transform infrared spectroscopy.It was shown that with the increases of epoxy resin,the shrinkage performance was obviously improved and the flexural strength increased by 53.5%.The compressive strength of EGP10,EGP20,and EGP30 increased by 49.12%,57.04%,and 65.34% after curing for 28 days,respectively.There were five obvious vibration peaks of 811 cm~(-1),1 000 cm~(-1),1 050 cm~(-1),1 590cm~(-1),and 3 400 cm~(-1) in the geopolymer and the undisturbed metakaolin.More geopolymer gels were formed in the material and the microstructure was more compact.     

电工环氧树脂固化工艺研究

电工环氧树脂的固化剂选用甲基六氢苯酐（MHHPA）酸酐体系,并对固化浇注工艺及填料改性处理固化体系进行研究.固化剂、填料等改性剂的用量,固化体系的配方配比、工艺特性等方面对固化产物电学性能、机械性能都产生一定的影响.固化体系采用环氧树脂100份,甲基六氢苯酐86份,咪唑0.8份,二氧化钛3份,偶联剂KH5501份时,固化产物抗拉强度61.972 MPa,冲击强度6.172 kJ/m^2,介电常数2.268,介电损耗角正切0.001 9,体积电阻率3.076×1015.此种环氧树脂材料可适用于高压大电流开关、高压变压器绝缘子及高压组合电器等高科技领域,满足其在电工工业领域的应用要求.     

稻草纤维增强泡沫混凝土物理力学性能试验研究

为了研究稻草纤维增强泡沫混凝土的性能,以普通硅酸盐水泥为主要胶凝材料,硅灰、偏高岭土和粉煤灰为辅助胶凝材料,稻草纤维为增强材料,采用物理发泡法制备纤维增强泡沫混凝土;通过全因子试验,研究在不同水胶比和发泡剂掺量下,稻草纤维掺量对泡沫混凝土的密度、吸水率、抗压强度、抗折强度、劈裂抗拉强度和抗冻性能的影响。结果表明：对于不同水胶比和发泡剂掺量,泡沫混凝土的密度、抗压强度和劈裂抗拉强度均随纤维掺量的增加呈现出先增加后降低的变化规律;抗压强度随密度增加呈幂函数增加关系;劈裂抗拉强度随抗压强度的增加呈指数函数增加关系;当水胶比为0.45时,抗折强度随纤维掺量的增加先增加后降低,当水胶比为0.50时,抗折强度随纤维掺量的增加而增加;纤维的掺入增大了泡沫混凝土的泡孔尺寸和吸水率,降低了其抗冻性能。     

矿渣微粉掺量对混凝土力学性能的影响

通过对不同水胶比的矿渣微粉混凝土力学性能进行试验研究,分析了矿渣微粉掺量对混凝土的抗压强度、劈裂抗拉强度、抗折强度以及静力抗压弹性模量的影响.试验结果表明,矿渣微粉掺量对混凝土力学性能影响显著,随着矿渣微粉掺量增加,混凝土7 d强度指标有降低趋势,但90 d强度增长较快,适宜掺量可达30%.     

页岩掺入白水泥中制备文化石的工艺研究

以废弃的胶磷矿伴生的页岩和白水泥为原料,加入适当的氧化铁系颜料和减水剂制备文化石,用硅胶复制母模作为成型模具制作了砖方型、鹅卵石型、竹子型、墙砖型文化石成品. 研究了页岩水泥质量比和水与水泥的质量比（以下简称水灰比）对文化石抗压强度和弯曲强度的影响. 结果表明:随着页岩水泥质量比的降低,文化石的抗压强度和弯曲强度逐渐升高;随着水灰比的升高,文化石早期抗压强度和弯曲强度提高比较明显,但后期抗压强度和弯曲强度提高不明显;确定了最佳页岩水泥质量比和最佳水灰比,当页岩水泥质量比为4∶6,水灰质量比为0.55时,文化石试块标准养护28 d的抗压强度和弯曲强度相对最高,分别为12.12 MPa、4.5 MPa.     

丙烯酸酯改性己二胺固化剂对环氧树脂性能的影响

利用丙烯酸酯类对己二胺进行改性,作为环氧树脂的室温固化剂。利用红外光谱分析了固化剂的氨解变化,讨论了改性固化剂对环氧树脂固化反应产物的拉伸、弯曲、冲击等性能的影响。实验结果表明,丙烯酸酯改性的己二胺固化剂可以在室温下固化环氧树脂,所得的环氧树脂具有较好的力学性能。     

耐碱玻璃纤维ECC复合材料受压应力–应变关系

为研究耐碱玻璃纤维工程用水泥基复合材料（耐碱玻璃纤维ECC）的抗压性能及应力-应变关系，对33组高性能水泥基材料试件进行了轴压性能试验，分析了纤维掺量、纤维长度及水灰比对耐碱玻璃纤维ECC的受压性能及应力-应变关系的影响，提出了耐碱玻璃纤维ECC受压应力-应变关系计算模型。结果表明，掺入耐碱玻璃纤维可以明显改善水泥基材料在单轴受压状态下的抗裂、受力和变形性能；耐碱玻璃纤维ECC试件抗压强度和变形能力的提升程度与纤维掺量、纤维长度及水灰比有关；随着纤维掺量和长度增加，耐碱玻璃纤维ECC试件的抗压强度和变形能力大致呈递增趋势，但掺量过多会因“团聚”现象明显导致试件抗压强度降低；水灰比主要影响试件的抗压强度，水灰比越大，抗压强度越小；当纤维质量掺量为6.5%、纤维长度为18mm及水灰比为0.32时，碱玻璃纤维ECC的综合力学性能相对较优，其抗压强度和变形能力分别可提升25.6%和88%；提出的应力-应变关系模型的计算值与试验值吻合较好，可用于描述耐碱玻璃纤维ECC的受压破坏全过程。     

固化剂用量对SF/UF共混复合材料力学性能的影响

剑麻纤维(SF)经碱处理后与自制的低毒改性脲醛树脂(UF)、固化剂等原料进行捏合、模压成型,制成SF/UF共混复合材料,研究了不同固化剂用量对复合材料力学性能的影响:并用DSC对树脂进行了固化分析,采用扫描电镜(SEM)对材料的微观形貌进行了观察.结果表明,固化剂用量对复合材料的力学性能有较大影响:用量为1.0%时,复合材料的冲击强度达到12.39 kJ/m2,磨损体积仅为1.47×10 mm3,弯曲强度达到了55.24 MPa.     

Isocyanate-terminatcd Polyethers Toughened Epoxy Resin： Chemical Modification, Thermal Properties, and Mechanical Strength

The toughening of the diglycidyl ether of bisphenol A epoxy resin with isocyanateterminated polyethers （ITPE） was investigated. The progress of the reaction and the structural changes during modification process were studied using FTIR spectroscopy. The studies support the proposition that TDI （tolylene diisocyanate） acts as a coupling agent between the epoxy and polyethers, forming a urethane linkage with the former and the latter, respectively. Me THPA-cured ER/ITPs blends were characterized using dynamic mechanical analysis （DMA） and thermogravimetric analysis （TGA）. It is indicated the glass transition temperature （T） of systems was lower than the T of pure epoxy resin and overfull ITPE separated from the modified epoxy resin and formed another phase at an ITPE-content of more than 10wt%. The thermal stability was decreased by the introduction of ITPE. The impact strength and the flexural strength of the cured modifiedepoxy increased with increasing the ITPE content and a maximum plateau value of about 24.03 kJ/m^2 and 130.56 MPa was measured in 10wt% ITPE. From scanning electron microscopy （SEM） studies of the fractrue surfaces of ER/ITPE systems, the nature of the micromechanisms responsible for the increases in toughness of the systems was identified.