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水泥基材料水化收缩分析及控制进展 被引量:1
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作者 徐文迪 费逸伟 +3 位作者 孙世安 卞森 墙奕吉 雷雪峰 《广州化工》 CAS 2015年第5期39-41,共3页
随着社会经济的突飞猛进,水泥基材料被广泛地应用于各项工程建设之中,且用量越来越大,质量要求也越来越高,但早期水化收缩是一个长期困扰我们的现实问题。本文总结了水泥基材料水化过程中的四类收缩,指出了收缩带来的危害,概述了预防收... 随着社会经济的突飞猛进,水泥基材料被广泛地应用于各项工程建设之中,且用量越来越大,质量要求也越来越高,但早期水化收缩是一个长期困扰我们的现实问题。本文总结了水泥基材料水化过程中的四类收缩,指出了收缩带来的危害,概述了预防收缩的措施,最后对水泥基材料水化收缩的研究问题和方向提出了自己的意见。 展开更多
关键词 水泥基材料 水化收缩 预防措施
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纳米液硅防窜水泥浆体系性能研究及应用 被引量:1
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作者 魏浩光 《科技和产业》 2022年第4期385-388,共4页
在石油工程领域,近几年国内新兴起纳米液硅水泥浆体系。系统性地研究了该水泥浆体系以流态、塑态、固态存在时的各项关键性能。纳米液硅颗粒尺度小,比表面积大,具有增黏提切作用,水泥浆体系以流态存在时比普通水泥浆体系具有更好的基础... 在石油工程领域,近几年国内新兴起纳米液硅水泥浆体系。系统性地研究了该水泥浆体系以流态、塑态、固态存在时的各项关键性能。纳米液硅颗粒尺度小,比表面积大,具有增黏提切作用,水泥浆体系以流态存在时比普通水泥浆体系具有更好的基础性能,幂律指数为0.69,稠度系数为0.45 Pa·s^(n),API失水36 mL,无自由液,无沉降现象。纳米液硅颗粒的堵塞作用与促凝作用提升水泥浆体系向塑态转变时的防窜性能,气窜因子SPN值为1.3,比普通水泥浆体系低62.9%,静胶凝强度由48 Pa发展至240 Pa的时间为7 min,模拟实验中无窜流现象发生。纳米液硅颗粒能增加水泥石致密性,并参与水泥水化反应修复水泥石内部微裂隙、微缺陷,固态水泥石力学性能也明显优于普通水泥石。纳米液硅加量15%,龄期7 d时的水泥石弹性模量为8.3 GPa,降低幅度为38.9%,水泥石强度为53 MPa,提高幅度为35.9%,渗透率为0.007×10^(-3)μm^(2),比普通水泥石降低90.9%。纳米颗粒具有限位支撑作用,纳米液硅水泥浆体系转变为塑态、固态后具有更低的水化收缩率,分别为1.26%、0.34%。最后,介绍了纳米液硅水泥浆体系在顺北油田的应用情况,累计应用153井次,平均固井优良率为91.7%,主要解决了产层套管固井的桑塔木高压水层与辉绿岩盐水层窜流难题。 展开更多
关键词 纳米液硅 防窜 水泥石性能 水化收缩 固井应用
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大体积混凝土裂缝成因与预防 被引量:7
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作者 乔根有 张连成 《山西建筑》 2006年第21期135-136,共2页
从水泥水化热、混凝土收缩、外界气温变化等方面分析了大体积混凝土裂缝的产生原因,从材料、设计、施工三方面介绍了防止裂缝产生的措施,从而确保大体积混凝土的施工质量。
关键词 大体积混凝土 水泥水化 混凝土收缩 入模温度
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Theoretical and experimental study of initial cracking mechanism of an expansive soil due to moisture-change 被引量:11
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作者 吴珺华 袁俊平 吴宏伟 《Journal of Central South University》 SCIE EI CAS 2012年第5期1437-1446,共10页
Swelling and shrinkage due to moisture-change is one of the characteristics of the expansive soil,which is similar to the behavior of most materials under thermal effect,If the deformation is restricted,stress in expa... Swelling and shrinkage due to moisture-change is one of the characteristics of the expansive soil,which is similar to the behavior of most materials under thermal effect,If the deformation is restricted,stress in expansive soil is caused by the swell-shrinking.The stress is defined as "moisture-change stress" and is adopted to analyze swell-shrinkage deformation based on the elasticity mechanics theory.The state when the total stress becomes equal to the soil tensile strength is considered as the cracking criterion as moisture-change increases.Then,the initial cracking mechanism due to evaporation is revealed as follows:Different rates of moisture loss at different depths result in greater shrinkage deformation on the surface while there is smaller shrinkage deformation at the underlayer in expansive soil;cracks will grow when the nonuniform shrinkage deformation increases to a certain degree.A theoretical model is established,which may be used to calculate the stress caused by moisture-change.The depth of initial cracks growing is predicted by the proposed model in expansive soil,A series of laboratory tests are carried out by exposing expansive soil samples with different moisture-changes.The process of crack propagation is investigated by resistivity method.The test results show good consistency with the predicted results by the proposed theoretical model. 展开更多
关键词 expansive soil swell-shrinking deformation moisture-change CRACK RESISTIVITY
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Drying Shrinkage of Cement-Based Materials Under Conditions of Constant Temperature and Varying Humidity 被引量:9
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作者 MA Bao-guo WEN Xiao-dong WANG Ming-yuan YAN Jia-jia Gao Xiao-jian 《Journal of China University of Mining and Technology》 EI 2007年第3期428-431,共4页
Currently,deformations along the central axis of specimens were usually measured under fixed environmental conditions. Seldom were the effects of environmental factors on the drying-shrinkage deformation of cement-bas... Currently,deformations along the central axis of specimens were usually measured under fixed environmental conditions. Seldom were the effects of environmental factors on the drying-shrinkage deformation of cement-based ma-terial considered. For this paper,the drying-shrinkage deformation at different w/b ratios and different additions to mor-tars was investigated under different environments at a temperature of 20 ℃ and humidity ranging from 100% to 50%. The specimens were cured in water for 28 days before measurement. The results illustrate that mortar shows much less shrinkage under various drying conditions when a lower w/b ratio is adopted. With a decrease in relative humidity the speed of drying-shrinkage becomes gradually lower. The addition of silica fume reduces the drying-shrinkage of mortar under higher relative humidity,because the pore structure of mortar with silica fume becomes more refined. The addi-tion of fly ash increases the total porosity and the volume of coarse pores in the mortar. The drying-shrinkage of mortar under different conditions increases with the addition of more of fly ash. 展开更多
关键词 humidity variation volume deformation pore structure
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现浇大体积混凝土裂缝成因分析与防治措施 被引量:2
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作者 秦干明 《江西建材》 2014年第13期76-77,共2页
大体积混凝土因自身特性、水泥水化热、外界气温变化、收缩变形等因素的影响,而导致混凝土浇筑后出现不同类型的裂缝,对于结构安全和使用功能具有不同程度的危害性。本文通过对大体积混凝土特性及裂缝类型及特征进行说明,对各种裂缝成... 大体积混凝土因自身特性、水泥水化热、外界气温变化、收缩变形等因素的影响,而导致混凝土浇筑后出现不同类型的裂缝,对于结构安全和使用功能具有不同程度的危害性。本文通过对大体积混凝土特性及裂缝类型及特征进行说明,对各种裂缝成因进行分析,并提出了相应的预防及处理措施。 展开更多
关键词 大体积混凝土裂缝水化热温差收缩防治措施
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Role of nitric oxide in the impairment of circular muscle contractility of distended, uninflamed mid-colon in TNBS-induced acute distal colitis in rats 被引量:7
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作者 Luciano Onori Annalisa Aggio +7 位作者 Simona D'Alo' Paola Muzi Maria Grazia Cifone Gabriella Mellillo Rachele Ciccocioppo Gennaro Taddei Giuseppe Frieri Giovanni Latella 《World Journal of Gastroenterology》 SCIE CAS CSCD 2005年第36期5677-5684,共8页
AIM: To evaluate the role of nitric oxide (NO) in the motor disorders of the dilated uninflamed mid-colon (DUMC) from trinitrobenzene sulfonic acid (TNBS)-induced acute distal colitis in rats. METHODS: Colitis... AIM: To evaluate the role of nitric oxide (NO) in the motor disorders of the dilated uninflamed mid-colon (DUMC) from trinitrobenzene sulfonic acid (TNBS)-induced acute distal colitis in rats. METHODS: Colitis was induced in male Sprague-Dawley rats by a single intracolonic administration of TNBS. Control rats received an enema of 0.9% saline. The rats were killed 48 h after TNBS or saline administration. Macroscopic and histologic lesions of the colon were evaluated. Myeloperoxidase (MPO) and nitric oxide synthase (NOS) activity were measured on the colonic tissue. In TNBS rats, we evaluated spontaneous and evoked contractile activity in circular muscle strips derived from DUMC in comparison to the same colonic segment of control rats, both in the presence and in the absence of a non-selective NOS isoforms inhibitor N-nitro-L- arginine (L-NNA). Pharmacological characterization of electric field stimulation (EFS)-evoked contractile responses was also performed. RESULTS: In TNBS rats, the distal colon showed severe histological lesions and a high MPO activity, while the DUMC exhibited normal histology and MPO activity. Constitutive NOS activity was similar in TNBS and control rats, whereas inducible NOS activity was significantly increased only in the injured distal colon of TNBS rats. Isometrically recorded mechanical activity of circular muscle strips from DUMC of TNBS rats showed a marked reduction of the force and frequency of spontaneous contractions compared to controls, as well as of the contractile responses to a contracting stimulus. In the presence of L-NNA, the contractile activity and responses displayed a significantly greater enhancement compared to controls. The pharmacological characterization of EFS contractile responses showed that a cooperative-like interaction between cholinergic muscarinic and tachyldnergic neurokinin 1 and 2 receptors mediated transmission in DUMC of TNBS rats vs a simple additive interaction in controls. CONCLUSION: The results of this study show that, during TNBS-induced acute distal colitis, circular muscle intrinsic contractile mechanisms and possible enteric neural excitatory activity are inhibited in the distended uninflamed mid-colon. Suppression of NO synthesis markedly improves spontaneous and evokes muscle contractions, in spite of any evident change in local NO activity. 2005 The WJG Press and Elsevier Inc. All rights reserved 展开更多
关键词 TNBS colitis Colonic dilatation Colonic motility Nitric oxide synthase
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Climate change and glacier area variations in China during the past half century 被引量:10
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作者 TIAN Hong-zhen YANG Tai-bao +2 位作者 LV Hui LI Cheng-xiu HE Ying-bin 《Journal of Mountain Science》 SCIE CSCD 2016年第8期1345-1357,共13页
Glacier variations in the Tibetan Plateau and surrounding mountain ranges in China affect the livelihood of over one billion people who depend on water from the Yellow, Yangtze, Brahmaputra, Ganges and Indus rivers or... Glacier variations in the Tibetan Plateau and surrounding mountain ranges in China affect the livelihood of over one billion people who depend on water from the Yellow, Yangtze, Brahmaputra, Ganges and Indus rivers originating in these areas. Based on the results of the present study and published literature, we found that the glaciers shrank :5.7% in area from 1963 to 20:0 with an annual area change of -0.33%. The shrinkage generally decreased from peripheral mountain ranges to the interior of Tibet. The linear trends of annual air temperature and precipitation at 147 stations were 0.36℃(10a)^-1 and 8.96 mm (10a)^-1 respectively from 1961 to 2010. The shrinkage of glaciers was well correlated with the rising temperature and the spatial patterns of the shrinkage were influenced by other factors superimposed on the rising temperature such as glacier size, type, elevation, debris cover and precipitation. 展开更多
关键词 Glacier area Climate change AIR
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CPR1000核电站基础大体积混凝土温度应力特性 被引量:4
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作者 王勇 张心斌 +1 位作者 程大业 张忠 《工业建筑》 CSCD 北大核心 2010年第1期11-13,63,共4页
对混凝土浇注过程进行全程分析。采用温度调控的方法控制混凝土的总应力,充分考虑混凝土在早期的快速收缩应力,有针对性考虑浇筑方式,最大限度地降低混凝土应力,以达到防止混凝土出现裂缝的目的。
关键词 温度应力 水化收缩 应力监控 全过程分析
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现浇钢筋混凝土楼板裂缝防治 被引量:2
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作者 朱辉 《才智》 2009年第17期33-33,共1页
现浇钢筋混凝土楼板的裂缝,是目前较难克服的质量通病之一,特别是住宅工程楼板的裂缝发生后,往往会引起住户的投诉、纠纷、以及索赔等问题。现结合施工实践中的经验和教训。
关键词 裂缝防治 楼面裂缝 商品砼 预埋线管 现浇楼板裂缝 兼顾设计 防治处理 加强部位 温差裂缝 水化收缩
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商品混凝土裂缝的分析与防治
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作者 沈祝君 《现代装饰(理论)》 2014年第6期165-165,共1页
通过商品混凝土裂缝产生的机理分析,找出其产生的根本原因;针对商品混凝土裂缝出现的原因采取相应的防治措施,使商品混凝土裂缝得到有效控制,确保了工程主体结构质量。
关键词 商品混凝土 工程主体结构 塑性收缩裂缝 干燥收缩 设计强度等级 水化收缩 初凝 混凝土流动性 混凝土
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浅谈商品混凝土的裂缝原因及其防治
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作者 王会荣 《才智》 2008年第13期59-59,共1页
商品混凝土具有工业化生产、加快施工进度、减少噪声及环境污染、降低原材料消耗等优点。就目前商品混凝土的现状来看,还存在不少质量问题,直接影响到工程质量。施工现场采用商品混凝土浇筑柱、梁、墙、板等结构。
关键词 商品混凝土 裂缝原因 混凝土浇筑 工程质量 施工现场 施工进度 塑性收缩裂缝 抹压 水化收缩 大流动
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