Preparation of Fluorine-free MXene Ti_(3)C_(2)T_(x) and Its Electrical Properties

The fluorine-free MXene was prepared by Lewis acid salt etching of ternary layered ceramic MAX phase material.The structure of fluorine-free MXene was characterized by scanning electron microscopy(SEM)and X-ray diffractometry(XRD).The study finds that the layer spacing of fluorine-free MXene is approximately twice that of MXene etched by the liquid-phase method,compared to the conventional liquidphase method.It also has greater capacitive properties.Therefore,the MXene prepared by this method shows a great potential for application in the field of capacitors.

Dissolution of TiO_(2) and TiN inclusions in CaO–SiO_(2)–B_(2)O_(3)-based fluorine-free mold flux

Mold flux serves the crucial metallurgical function of absorbing inclusions, directly impacting the smoothness of the casting process as well as the cast slab quality. In this study, the dissolution behavior and mechanism of Ti O_(2)and Ti N inclusions in molten Ca O–Si O_(2)–B_(2)O_(3)-based fluorine-free mold flux were explored by in situ single hot thermocouple technology combined with X-ray photoelectron spectroscopy.The results showed that Ti O_(2) inclusions are effectively dissolved by the molten slag within 76 s, during which the original octahedral [Ti O_(6)]^(8-)structures are destroyed and convert to the networker tetrahedral [Ti O_(4)]^(4-)structures. However, the dissolution rate is much lower for Ti N inclusions than for Ti O_(2)inclusions. This can be attributed to the fact that the Ti N particles need to be oxidized and then dissolved in the molten slag to form tetrahedral [Ti O4]4-and octahedral [Ti O_(6)]^(8-)structures during the Ti N inclusion dissolution process, which is accompanied by the generation of a large amount of N_(2)gas. Moreover, Ca Ti O_(3)crystals tend to nucleate and grow on bubble surfaces with sufficient octahedral [Ti O_(6)]^(8-)structures and Ca^(2+)ions, eventually resulting in the molten slag being in a solid–liquid mixed state.

A dilute fluorine-free electrolyte design for high-voltage hybrid aqueous batteries

Fluorinated salts and/or high salt concentrations are usually necessary to produce protective films on the electrodes for high-voltage aqueous batteries,yet these approaches increase the cost,toxicity and reaction resistances of battery.Herein,we report a dilute fluorine-free electrolyte design to overcome this dilemma.By using the LiClO_(4) salt and polyethylene glycol dimethyl ether(PED)solvent and optimizing the LiClO_(4)/PED/H_(2)O molar ratio,we formulate a 1 mol kg^(-1)3 V-class hybrid aqueous electrolyte that enables reversible charge/discharge of 2.5 V LiMn_(2)O_(4)|Li_(4)Ti_(5)O_(12) full cell at both low(0.5C,92.4%capacity retention in 300 cycles)and high(5C,80.4%capacity retention in 2000 cycles)rates.This excellent performance is reached even without the generation of protective film on either anode or cathode as identified by in/ex situ characterizations.The selection of appropriate ingredients that have both high stability and strong interactions with water is critical to widen the potential window of electrolyte while suppressing parasitic reactions on the electrodes.This work suggests that expensive and toxic fluorinate salts are no longer necessary for 3 V-class aqueous electrolytes,boosting the development of low-cost,environmentally-friendly,high-power and high-energy-density aqueous batteries.

Waterproofing Technology of Underground Subway Tunnels

The waterproof construction of subway tunnels is a crucial and challenging aspect of subway tunnel engineering.Mastering excellent waterproof construction technology is essential to ensure that the construction meets design requirements and guarantees the safe operation of subway lines.This paper focuses on discussing waterproof construction technology for subway station tunnels.By analyzing the main methods and techniques of underground tunnel construction,as well as the key techniques and difficulties of waterproofing construction,this paper examines the waterproofing construction project of Guangzhou Metro Culture Park Station as a case study.It analyzes the methods,quality management practices,and safety management strategies applied in the project.This paper serves as a reference for tunnel engineering design and construction units in our country,offering insights into effective waterproof construction techniques for subway tunnels.

Preparation and Performance Study of Cementitious Capillary Crystalline Waterproof Materials

Cementitious capillary crystalline waterproof materials(CCCW for short)offer durability and excellent waterproofing properties,making them a popular option for building waterproofing.Some scholars have studied the proportioning of such materials.However,these studies lack the relationship between the impermeability pressure of mortar and the components,and the mechanism of action is somewhat debatable.Therefore,we adopted a two-step method in our experiments.Firstly,we screened out the components that significantly impact impermeability from a variety of active components by orthogonal test.We then optimized the design of the active group ratio using the simplex lattice method.Lastly,we conducted a performance test of the optimal ratio and explored the waterproofing mechanism of homemade CCCW.

Understanding fluorine-free electrolytes via small-angle X-ray scattering

Fluorine-free electrolytes have attracted great attention because of its low-cost and environmental friendliness. However, so far, little is known about the solution structures of these electrolytes. Here,we compare the solvation phenomenon of sodium tetraphenylborate(NaBPh_(4)) salt dissolved in organic solvents of propylene carbonate(PC), 1,2-dimethoxyethane(DME), acetonitrile(ACN) and tetrahydrofuran(THF). Small-angle X-ray scattering(SAXS) reveals a unique two-peak structural feature in this saltconcentrated PC electrolyte, while solutions using other solvents only have one scattering peak.Molecular dynamics(MD) simulations further reveal that there are anion-based clusters in addition to the short-range charge ordering in the concentrated NaBPh4/PC electrolyte. Raman spectroscopy confirms the existence of considerable contact ion pairs(CIPs). This work emphasizes the importance of global and local structural analysis, which will provide valuable clues for understanding the structureperformance relationship of electrolytes.

Elastic Bio-based Polyurethane Nanofibrous Membrane with Robust Waterproof and Breathable Properties

Elastic bio-based waterproof and breathable membranes(EBWBMs) allow the passage of water vapor effectively and resist the penetration of liquid water,making it ideal for use under extreme conditions.In this study,we used a facile strategy to design the bio-based polyurethane(PU) nanofibrous membranes with the nanoscale porous structure to provide the membranes with high waterproof and breathable performances.The optimization of nanofibrous membrane formation was accomplished by controlling the relative ambient humidity to modulate the cooperating effects of charge dissipation and non-solvent-induced phase separation.The obtained EBWBMs showed multiple functional properties,with a hydrostatic pressure of 86.41 kPa and a water vapor transmission(WVT) rate of 10.1 kg·m^(-2)·d^(-1).After 1 000 cycles of stretching at 40% strain,the EBWBMs retained over 59% of the original maximum stress and exhibited an ideal elasticity recovery ratio of 85%.Besides,even after 80% deformation,the EBWBMs still maintained a hydrostatic pressure of 30.65 kPa and a WVT rate of 13.6 kg·m^(-2)·d^(-1),suggesting that bio-based PU nanofibrous membranes could be used for protection under extreme conditions.

Development and application of fluorine-free mold powder for low carbon steel

Fluorine in mold powder is known as harmful to human health and the environment. Being the advocate of green production, Baosteel developed an environmentally friendly mold powder without fluorine. The main problem of fluorine-free flux film is small heat resistance and thus the heat transfer intensity of the mold is too large, which to some extent hinders the increase of the casting speed. With the heat flow simulation equipment, controlling precipitation of crystal in flux and solidification temperature properly, fluorine-free mold powder for low carbon steel,which substitutes F with B203 ,was successfully developed and applied in industrial production. The production results show that, by using boronic fluorine-free mold powder,the boron increment in molten steel is less than 1.3ppm for conventional aluminium killed low carbon steel.

上海地铁运营车站出入口底板改造防水技术探讨

上海地铁运营线网中,有为数不少的车站出入口缺少下行自动扶梯,根据相关部门要求,上海地铁已开展了一部分出入口的加装扶梯改造,并计划未来几年覆盖全网;加装扶梯过程中,有部分出入口需要局部开挖结构底板增设扶梯基坑,施工风险较大。以此类涉及出入口改造项目为例,介绍运营车站出入口底板改造中的防水关键技术,以期为今后同类型改造项目的防水设计提供借鉴。

包覆交联法提升玫瑰茄红上染真丝织物色牢度的应用

文章以甲基丙烯酸甲酯、丙烯酸丁酯、2-羟基乙基甲基丙烯酸酯和甲基丙烯酰氧丙基三(三甲基硅氧烷基)硅烷为原料,合成了聚丙烯酸酯类高分子,再将整理后的织物浸于戊二醛溶液中,以达到化学接枝交联的目的,并将其作为纤维包覆材料应用于天然玫瑰茄红色素染色的真丝织物。实验结果表明:整理后真丝织物的色牢度明显提升,湿摩色牢度从2~3级提升到4级,皂洗色牢度从1~2级提到3~4级,并且整理后织物表现出较好的防水效果,水接触角从接近0°提到125°;机械性能显著改善,断裂强度从8.73 MPa提高到26.37 MPa。

昌景黄铁路南昌东站抗浮设防水位研究

研究目的:抗浮设防水位是站房基坑工程中一个十分重要的参数,其数值过高会极大增加工程造价,过低又存在工程风险。现行的规范只有原则性的规定,没有也不可能有量化的取值标准。因此,对于有大型基坑的车站工程,进行抗浮设防水位的专项勘察研究,具有重要的工程意义。本文以昌景黄高速铁路南昌东站基坑工程为例,通过现场实测的孔隙水压力、室内外渗透性试验、地下水渗流场模型试验等方法,对抗浮设防水位的确定进行研究。研究结论:(1)抗浮设防水位建议值:使用期可按场坪标高以下0.5 m(即绝对标高20.00 m)取值,施工期按场坪标高(即绝对标高20.50 m)取值,如后期拟建工程的场坪标高有调整,建议使用期按调整后的场坪标高以下0.5 m取值,施工期按调整后的场坪标高取值;(2)工程场地瑶湖、赣抚平原总干渠和抚河等地表水与地下水难以形成水力联系;地下水的承压水与基岩裂隙水存在直接的水力联系,承压水向基岩裂隙中渗流,在基岩裂隙水丰富且具有承压性的区域,基岩裂隙水向上补给承压水;(3)拟建工程场地中,上层滞水和承压水均位于拟建建筑物基底以上,对工程有较大影响,地下水水位的变化对拟建建筑物的抗浮设防设计有重要的影响;(4)上层滞水远期最高水位按工程建设后的地坪标高考虑,承压水远期最高水位标高按19.00 m考虑;(5)本研究成果可为类似工程抗浮设防水位的确定提供借鉴与参考。

页岩储层防水锁聚合物水基钻井液体系研究

开发一种适用于页岩储层的水基钻井液体系,以优化钻井过程中的页岩稳定性和防水锁效果。通过页岩滚动回收率、线性膨胀率测试以评价不同处理剂的效果。结果表明:0.5%WEDM+1.5%SFTH复配体系可显著提高页岩的回收率,同时最大线性膨胀率由37.6%降至16.80%。封堵剂CMS在控制滤失量方面表现出色,包被剂KPAM在提高钻井液稳定性和降低滤失量方面具有显著效果。防水锁水基钻井液配方为:4%基浆+1.0%WEDM+1.5%SFTH+1.5%CMS+0.3%KPAM+2.0%op-10。该体系在高温高压条件下展现出了优异的流变特性和滤失控制能力,特别是在抗温性和抗污染性方面表现卓越。该体系在150℃高温下保持了良好的稳定性,且对NaCl和CaCl_(2)的抗污染能力强。在储层保护方面,该体系能有效减少钻井液对储层的伤害,实现高达85.69%的渗透率恢复率,同时形成的泥饼质量良好。研究成果对于页岩气开采具有重要意义。

高耐水聚合物水泥防水涂料及其应用性能研究

从JS防水涂料的耐水机理出发,针对性地设计了由聚合物中活性官能团(羧基)与交联剂形成的后交联结构,减弱了水分子对聚合物分子间的增塑作用及对聚合物分子与无机填料界面力的破坏作用,研制了一种具有优异耐水性能的JS防水涂料。该涂料在长期浸水后,仍保持较好的物理力学性能,吸水率<9%、拉伸强度>1.6 MPa,且浸水1年后表观无变化。

基于突变理论的隔水岩体失稳分析及安全厚度计算

为了保障岩溶突水隧道施工和运营安全,基于弹性梁模型,应用突变理论建立岩溶突水顶板在动力扰动下失稳的双尖点突变模型;综合考虑围岩性质、静水压力、动力扰动等因素,分析岩溶突水隧道顶板的失稳机制和破坏条件,建立其失稳突变的判别方程,并采用Matlab软件编程,求解顶板的最小安全厚度;同时,为了避免当静水压力过大时,突变理论公式的不合理性,单独计算仅在静水压力的情况下的最小安全厚度,并取两者计算值中的更大值。结果表明:隔水岩体是否保持稳定是由岩体内外因素共同决定的;岩体跨度越长,岩体最小安全厚度越大;岩体弹性模量越大,岩体最小安全厚度越小。在振动频率一定时,爆破荷载越大,岩体最小安全厚度越大;在爆破荷载的大小一定时,爆破振动的频率越大,岩体最小安全厚度越小;静水压力越大,岩体最小安全厚度越大。该岩溶突水隧道顶板安全厚度计算方法具有可行性与较高的准确性。

硅溶胶-异丁基三乙氧基硅烷复合乳液对泡沫混凝土防水性能的影响

[目的]研究硅溶胶-异丁基三乙氧基硅烷(IBTS)复合乳液对泡沫混凝土防水性能的影响,为拓宽其应用提供实验数据。[方法]通过宏观力学特性试验和微观结构分析,综合考察了该复合乳液对泡沫混凝土的防护效果。[结果]涂抹了复合乳液的泡沫混凝土表现出比涂抹了单一IBTS乳液的泡沫混凝土更优异的抗渗透性能和耐久性,其水渗透深度和碳化深度更小,浸水48 h后的吸水率为0.46%,氯离子迁移系数为1.1×10^(-12)m^(2)/s,冻融240次后的质量损失率为0.55%,且动弹性模量仍维持冻融试验前的85.34%。[结论]复合乳液的防水机理涉及表面效应、化学反应、物理效应等多个方面,通过形成致密的防水层、填充孔隙和微裂纹、吸附并包固水分子等方式来防止水分渗透和扩散,从而提高泡沫混凝土的防水性能。

富水砂卵石地层盆形冻结止水技术研究

为解决全断面砂卵石地层地下工程的地下水控制问题,提出盆形冻结止水技术。首先,采用三轴力学试验研究冻结砂卵石的压缩力学特性和蠕变力学特性;然后,采用大尺度物理模型试验和数值模拟方法研究盆形冻结的温度场扩展规律,并根据研究结果进一步提出盆形冻结积极冻结期的群孔布置技术和维护冻结期的精细化控制技术。结果表明:1)低围压(小于3 MPa)条件下,三轴抗压强度与围压呈正线性相关,然后围压继续增大时,强度基本不变;基于损伤理论建立冻结砂卵石全过程蠕变模型。2)荷载对冻胀率及融沉系数影响最大,细粒土质量分数次之,原状饱和砂卵石是不冻胀材料,并由此建立饱和砂卵石冻胀率及融沉系数三维预测模型。3)基于大型物理模型试验及数值模拟结果,盆形冻结可以在地下水渗流条件下形成完整的盆形结构,起到有效止水的效果。4)盆底冻结管在冻结过程中表现出与单管冻结迥异的“群孔效应”,根据试验结果提出包含冻结管间距、土体导热系数、渗流速度3因素的积极冻结期冻结管合理间距的确定与布置技术。5)为节约维护冻结期的能源,提出隔排切割冻结管、仅保留盆壁冻结管2种维护形式以对冻结区域进行精细化控制,经过分析,2种方式均可以有效满足盆形结构维护期的冷量供给,保持完整的盆形形态。

盐碱地改造用高效阻盐材料的制备及其性能研究

为改良盐碱土壤,制备了一种隔水阻盐性能优异的超疏水颗粒材料,构建隔水阻盐材料与蓄水模式结合的盐碱地改造体系。以大漠砂为芯材,通过表面覆膜进行疏水改性,探究树脂和微纳米辅材掺量对材料疏水性、抗渗性和透气性的影响规律。利用微型土柱模拟地下水盐迁移过程,探究材料的隔水性能和阻盐性能。结果表明,在树脂、疏水碳酸钙和纳米二氧化硅掺量分别为1.0%、0.8%和0.2%时,材料接触角达到153.6°,耐静水高度达230 mm,并维持良好的透气性能。在微型土柱模拟试验中,隔水阻盐材料对水分蒸发和盐分上移的抑制作用明显,蒸发抑制率为50%~70%,盐分抑制率大于99%且在20次阻盐循环后维持97.5%以上。

基于飞行智能浮标测流系统设计与实现

为了提高浮标法流量测验的精度,针对传统GPS浮标法难以回收、精度、自动化程度低等问题,提出采用无人机飞行技术和浮标法相结合的方式。首先,设计防水无人机为浮标载体,利用其机动灵活(水上起降)和高精度定位(RTK差分定位)将飞行至水面上任意点位,无人机载体即为浮标载体,随水漂流速度(即无人机移动速度,也即水体表层水速)实时发送至无人机地面站。其次载体底部携带测深仪和可见光通过无人机的数图传系统将水位和现场画面也实时传送至地面站,其地面站能够查看载体漂浮的轨迹路线。测验结束后飞行浮标载体飞回起点处,该方式方便回收,并具有低成本、循环使用,便捷性等优点,洪水期借助大断面数据实现流量自动化、高效化以及实时化测报。

火山渣粒径和DPS掺量对轻骨料混凝土性能的影响

以火山渣作为粗骨料制备了轻骨料混凝土,研究了火山渣粒径(4.75~9.50、4.75~19.00、4.75~26.00 mm)对轻骨料混凝土坍落度、吸水率和抗压强度的影响,优选出了最佳火山渣粒径。在此基础上,研究了渗透结晶型无机防水剂(DPS)的掺量(0、0.6%、0.8%、1.0%)对轻骨料混凝土性能的影响,并分析了其作用机理。结果表明:随着火山渣粒径的增大,轻骨料混凝土的坍落度降低,吸水率增大,抗压强度先增大后减小,最佳火山渣粒径为4.75~19.00 mm;随着DPS掺量的增加,轻骨料混凝土的坍落度和吸水率降低,抗压强度增大;掺入适量DPS可以有效提高混凝土基体的密实度,从而改善混凝土的性能。

脱硫石膏强度及耐水性改善方法研究综述

针对脱硫石膏强度及耐水性改善方法和改性机理做了系统的归纳与分析。详细阐述了水泥、各种矿物掺合料、有机硅防水剂以及其他有机乳液等对脱硫石膏及其复合胶凝材料的强度和耐水性的影响,对各种改性方法的作用机理、优点以及不足之处进行了讨论。结果表明:掺入适量的水泥和矿物掺合料时会生成水硬性产物,脱硫石膏的强度和耐水性得到一定的改善,但是掺入过量时会造成不利的影响;水泥、粉煤灰和脱硫石膏之间的比例变化会对胶凝体系的强度和耐水性产生较大的影响;有机硅防水剂可以在脱硫石膏表面形成一层疏水性薄膜,显著提升脱硫石膏的耐水性,当与矿物掺合料复合作用于脱硫石膏时可以得到更好的力学性能和耐水性能;其他类型的有机防水剂均能改善脱硫石膏的耐水性,但是大部分会改变脱硫石膏的晶体形貌,对脱硫石膏的强度和耐水性产生不利影响;目前脱硫石膏的改性材料都比较复杂,单独作用时综合性能不佳,需要进一步研究与探讨更加简单、有效的改性材料和方法。