{"currentpage":1,"firstResult":0,"maxresult":10,"pagecode":5,"pageindex":{"endPagecode":5,"startPagecode":1},"records":[{"abstractinfo":"本文研究了不同<span style=\"color:red\">掺</span>量下石灰石粉和石英粉两种<span style=\"color:red\">矿物</span><span style=\"color:red\">细</span><span style=\"color:red\">掺</span><span style=\"color:red\">料</span>对装饰砂浆吸水性、力学性能及泛碱性的影响.结果表明:<span style=\"color:red\">掺</span>15％的石英粉能有效降低装饰砂浆吸水量,提高其力学性能,并且抑制砂浆泛碱效果较好;而<span style=\"color:red\">掺</span>石灰石粉的装饰砂浆吸水量增加,强度有所下降,抑制砂浆泛碱的作用效果也不明显.","authors":[{"authorName":"石齐","id":"d749a969-c677-48f6-88cb-e2afb7dba557","originalAuthorName":"石齐"},{"authorName":"吴芳","id":"4a49516f-028a-4cf1-9afb-87af4b978f32","originalAuthorName":"吴芳"},{"authorName":"华腾飞","id":"2c7ec9ba-54b9-4d35-b06b-878d350fb9d6","originalAuthorName":"华腾飞"}],"doi":"","fpage":"2490","id":"7ac0fbb3-305c-43c3-b1ba-e461eec979eb","issue":"12","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报   "},"keywords":[{"id":"fb195d80-fe07-428f-bdda-1396ca51a393","keyword":"<span style=\"color:red\">矿物</span><span style=\"color:red\">细</span><span style=\"color:red\">掺</span><span style=\"color:red\">料</span>","originalKeyword":"矿物细掺料"},{"id":"7b215857-1180-425c-a215-bdf026cbe96f","keyword":"装饰砂浆","originalKeyword":"装饰砂浆"},{"id":"0232f5f1-a18e-4b30-b546-46774b65f86a","keyword":"抗泛碱性","originalKeyword":"抗泛碱性"},{"id":"e2089498-3009-4b62-b1a8-8368d3074ccc","keyword":"力学性能","originalKeyword":"力学性能"}],"language":"zh","publisherId":"gsytb201312017","title":"<span style=\"color:red\">矿物</span><span style=\"color:red\">细</span><span style=\"color:red\">掺</span><span style=\"color:red\">料</span>对装饰砂浆性能的影响研究","volume":"32","year":"2013"},{"abstractinfo":"在运用渗流理论分析水泥石渗流微结构的基础上,探讨了有效发挥<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>效应的问题及其本质.分析表明,未水化粒子、水化产物等固相在水泥石空间内分布特性改变是影响<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>效应有效发挥的主要因素,是<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>掺入导致水泥石宏观力学性能下降的本质原因.要有效利用<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>的各种效应,需合理地控制未水化粒子、水化产物等固相在水泥石空间内分布特性,在化学反应活性一定的情况下,需对<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>粒径、<span style=\"color:red\">掺</span>量进行控制.","authors":[{"authorName":"贺行洋","id":"40ed3d13-eb13-4b07-80b0-930255719bbb","originalAuthorName":"贺行洋"},{"authorName":"陈益民","id":"2aaccae8-6bb3-4bde-80e1-01e31ae40c3d","originalAuthorName":"陈益民"},{"authorName":"马保国","id":"fcb0e3e3-9bbb-4a83-9590-ed0bf95a4266","originalAuthorName":"马保国"},{"authorName":"曾三海","id":"83871beb-3b1d-4e2b-9244-ea5ef819b205","originalAuthorName":"曾三海"},{"authorName":"苏英","id":"615a74c8-3737-4482-b0f2-ab0ab7902bc7","originalAuthorName":"苏英"}],"doi":"","fpage":"89","id":"27460ff4-8126-4522-b8d7-78d2b02186e1","issue":"5","journal":{"abbrevTitle":"CLDB","coverImgSrc":"journal/img/cover/CLDB.jpg","id":"8","issnPpub":"1005-023X","publisherId":"CLDB","title":"材料导报"},"keywords":[{"id":"8e7fc2cf-d086-403a-80c1-e471795b5760","keyword":"<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>","originalKeyword":"矿物掺合料"},{"id":"ebe06104-f559-49ea-ab89-d37acc0e0c27","keyword":"粒径","originalKeyword":"粒径"},{"id":"dccb54d2-df04-4a55-8d23-6213c50b11cb","keyword":"<span style=\"color:red\">掺</span>量","originalKeyword":"掺量"},{"id":"44aa8ca8-d8bd-474f-85d0-9ca89e67665d","keyword":"掺合<span style=\"color:red\">料</span>效应","originalKeyword":"掺合料效应"},{"id":"61170540-0f56-4d75-bdc4-d65f8020c4b4","keyword":"渗流理论","originalKeyword":"渗流理论"}],"language":"zh","publisherId":"cldb200805022","title":"<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span><span style=\"color:red\">细</span>度及<span style=\"color:red\">掺</span>量对水泥石渗流微结构影响的分析","volume":"22","year":"2008"},{"abstractinfo":"本文通过粉煤灰、矿粉、硅粉三者复<span style=\"color:red\">掺</span>来研究其对水泥性能的影响,力求发挥粉煤灰、矿粉、硅粉三者的各自优势,实现优势互补,配制出工作性能良好、力学性能较强的高性能掺合<span style=\"color:red\">料</span>.实验结果表明粉煤灰、矿粉、硅粉的复<span style=\"color:red\">掺</span>比例为5％∶13％∶7％,对此比例掺合<span style=\"color:red\">料</span>的强度测定及水化样分析,其性能对比纯水泥有显著地提高.","authors":[{"authorName":"李强","id":"fbfac5f0-9973-48fb-b423-ff09f12e18d1","originalAuthorName":"李强"},{"authorName":"霍金","id":"7f9ff497-a5a1-4341-854c-881f17bdf7cf","originalAuthorName":"霍金"},{"authorName":"马志军","id":"9fcbb3ea-babe-48e0-b634-c24f109bd7ee","originalAuthorName":"马志军"},{"authorName":"李元","id":"35822246-51ce-40c8-bda7-ab96c7224b29","originalAuthorName":"李元"},{"authorName":"王伟","id":"df3272b5-6a1c-4cfa-bf42-0b1a4a4d8640","originalAuthorName":"王伟"}],"doi":"","fpage":"221","id":"73b7865d-623e-4715-8852-0ccc57cdc75b","issue":"1","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报   "},"keywords":[{"id":"c930bba3-8d6e-48fb-b998-b00aad8683d0","keyword":"掺合<span style=\"color:red\">料</span>","originalKeyword":"掺合料"},{"id":"6ed9e33d-436e-4c9f-90c0-8fa8d790d154","keyword":"凝结时间","originalKeyword":"凝结时间"},{"id":"8bc579ae-a722-43dc-b83f-a9bef6ef6f91","keyword":"强度","originalKeyword":"强度"}],"language":"zh","publisherId":"gsytb201401043","title":"<span style=\"color:red\">矿物</span>掺和<span style=\"color:red\">料</span>复<span style=\"color:red\">掺</span>对水泥性能的影响","volume":"33","year":"2014"},{"abstractinfo":"通过测定混凝土的长期干燥收缩值,研究了单<span style=\"color:red\">掺</span>聚丙烯(polypropylene,PP)纤维、聚酯纤维和钢纤维及其混杂技巧对大<span style=\"color:red\">掺</span>量<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>混凝土干燥收缩的影响.结果表明,大<span style=\"color:red\">掺</span>量<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>混凝土的干燥收缩比较大,纤维及混杂技巧有利于降低其干燥收缩,纤维的弹性模量越高,其抑制干燥收缩的效果越好;(0.05%PP纤维+0.05%聚酯纤维)的有机纤维混杂效果优于(0.1%PP纤维+0.7%钢纤维)和(0.1%聚酯纤维+0.7%钢纤维)的有机与无机纤维混杂;混杂纤维对混凝土干燥收缩的抑制效果与纤维之间的搭配有关.综合分析表明,(PP纤维+聚酯纤维)的二元混杂技术具有良好的工程应用价值.","authors":[{"authorName":"郝娟","id":"a5a0b199-ac0a-465b-b8c0-e6f8508ff44f","originalAuthorName":"郝娟"},{"authorName":"余红发","id":"c6b24183-fe7a-43ec-adfb-4e5a49cfbca1","originalAuthorName":"余红发"},{"authorName":"白康","id":"f86f26ed-2cb6-4bb0-a36b-43e6762f484c","originalAuthorName":"白康"},{"authorName":"韩丽娟","id":"93da07df-2032-4ec6-ad95-1dca5598097a","originalAuthorName":"韩丽娟"},{"authorName":"周鹏","id":"6365f436-7187-4e74-bea0-efddcf520332","originalAuthorName":"周鹏"},{"authorName":"曹文涛","id":"4cf19ba6-78c2-4a26-b203-af431121dbcd","originalAuthorName":"曹文涛"}],"doi":"","fpage":"574","id":"d53ea958-bf6b-4013-93df-4179b6f8917a","issue":"4","journal":{"abbrevTitle":"CLKXYGCXB","coverImgSrc":"journal/img/cover/CLKXYGCXB.jpg","id":"13","issnPpub":"1673-2812","publisherId":"CLKXYGCXB","title":"材料科学与工程学报"},"keywords":[{"id":"57f2d6b8-5142-4618-a4db-7de71c90fda9","keyword":"混凝土","originalKeyword":"混凝土"},{"id":"6ed1bc62-3128-471e-9aeb-0f1bb95373bb","keyword":"大<span style=\"color:red\">掺</span>量<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>","originalKeyword":"大掺量矿物掺合料"},{"id":"5006d30b-f96f-4984-a021-3b559652c4b8","keyword":"干燥收缩","originalKeyword":"干燥收缩"},{"id":"9abf20b8-1f65-4ffa-a73a-c6470b4a30db","keyword":"纤维","originalKeyword":"纤维"},{"id":"31d13973-9251-41b1-8c7d-92cfb3e96300","keyword":"混杂","originalKeyword":"混杂"}],"language":"zh","publisherId":"clkxygc200804019","title":"混杂纤维对大<span style=\"color:red\">掺</span>量<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>混凝土干燥收缩的影响","volume":"26","year":"2008"},{"abstractinfo":"本文研究了高<span style=\"color:red\">掺</span>量<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>对水泥基材料固化氯离子能力的影响,并借助XRD、DTG等进行了分析,研究结果表明:在水泥<span style=\"color:red\">掺</span>量为20％情况下,随着矿粉和NaCl的<span style=\"color:red\">掺</span>量的增加,提高了水泥基材料的强度.高<span style=\"color:red\">掺</span>量的矿粉促进了水泥基材料中的F盐和镁铝水滑石的生成提高了其对氯离子的固化能力,增加浆体的水灰比对氯离子的固化也起到了促进作用.","authors":[{"authorName":"陈友治","id":"4422fd81-71c7-47c4-b7af-63c31d66b72d","originalAuthorName":"陈友治"},{"authorName":"殷伟淞","id":"49da8276-6ddc-4068-9777-15d5d385a85b","originalAuthorName":"殷伟淞"},{"authorName":"孙涛","id":"090144f5-9d80-4c99-911f-b224469b269f","originalAuthorName":"孙涛"},{"authorName":"沈春华","id":"6d258dcc-7043-4a5d-adc6-d4d53390bb22","originalAuthorName":"沈春华"},{"authorName":"王一飞","id":"1b1c000f-69d3-469e-9a0c-ceb97a372c8a","originalAuthorName":"王一飞"},{"authorName":"徐建雄","id":"0692d329-230e-48d2-9cf1-e11bfbc41cf4","originalAuthorName":"徐建雄"}],"doi":"","fpage":"1664","id":"92f8be17-6d39-43ef-9423-97492c9e5e9f","issue":"6","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报   "},"keywords":[{"id":"6f3bb206-e383-4eea-ac18-1c0c7714fb2f","keyword":"高<span style=\"color:red\">掺</span>量","originalKeyword":"高掺量"},{"id":"0091e498-5fe6-4dab-ace5-015d842de6ac","keyword":"抗氯离子","originalKeyword":"抗氯离子"},{"id":"1754aa05-70b1-4975-889e-935f94d6eada","keyword":"<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>","originalKeyword":"矿物掺合料"},{"id":"fa1157a3-6f04-4ae6-8e08-e93305db1123","keyword":"水泥基材料","originalKeyword":"水泥基材料"}],"language":"zh","publisherId":"gsytb201606003","title":"高<span style=\"color:red\">掺</span>量<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>对水泥基材料固化氯离子能力的影响","volume":"35","year":"2016"},{"abstractinfo":"运用均匀试验设计的方法研究了不同品种、不同用量的<span style=\"color:red\">矿物</span>质超细粉复合作用对高性能混凝土工作性、力学性能的影响.研究表明:当配比组合为水泥:磨细矿渣:粉煤灰:硅灰:膨胀剂=3:1:1:0.2:0.02时,塌落度超过130mm,7d,28d,56d劈拉强度/抗压强度分别为5.5/45.55MPa,7.7/71.05MPa和8.3/88.8MPa.本研究采用均匀理论设计试验方案,利用SPSS,MATLAB软件建立了高精度的多组分高性能混凝土强度和塌落度的预测方程,并从机理上分析了多组分<span style=\"color:red\">矿物</span>质<span style=\"color:red\">细</span>粉复<span style=\"color:red\">掺</span>的作用,探索出一条微机辅助试验设计的新方法.","authors":[{"authorName":"周梅","id":"9246ecc6-ef0d-4190-a8a3-3a90ba9e019c","originalAuthorName":"周梅"},{"authorName":"纪成君","id":"cca32961-4d21-443b-9433-53244ce2ff7b","originalAuthorName":"纪成君"},{"authorName":"高洪江","id":"9a4d19d2-c966-4384-93b0-ab92de4a1749","originalAuthorName":"高洪江"}],"doi":"10.3969/j.issn.1001-1625.2005.04.008","fpage":"31","id":"cedf0ee4-22d1-4462-b248-40295885df33","issue":"4","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报   "},"keywords":[{"id":"381781c2-8137-41f6-b43c-8b21a9f40fa8","keyword":"<span style=\"color:red\">矿物</span>质超细粉","originalKeyword":"矿物质超细粉"},{"id":"e82bf73c-007e-4432-9062-fbcfea3a4d68","keyword":"均匀设计","originalKeyword":"均匀设计"},{"id":"10113b8e-b1e5-4ff6-b63a-f20b936dbc67","keyword":"高性能混凝土","originalKeyword":"高性能混凝土"},{"id":"74a61180-9447-4c74-ad7c-18bc2b758277","keyword":"SPSS","originalKeyword":"SPSS"},{"id":"774a87e7-7d25-4bab-a656-5ae47cb26365","keyword":"MATLAB","originalKeyword":"MATLAB"}],"language":"zh","publisherId":"gsytb200504008","title":"<span style=\"color:red\">矿物</span>质<span style=\"color:red\">细</span>粉复<span style=\"color:red\">掺</span>配制高性能混凝土的均匀试验研究","volume":"24","year":"2005"},{"abstractinfo":"自燃煤矸石具有火山灰活性,可以作为水泥混合材使用.但由于自燃煤矸石表面形态粗糙、颗粒孔隙率较大,当其<span style=\"color:red\">掺</span>量较大时会引起体系标准稠度需水量增大等问题.本课题通过<span style=\"color:red\">掺</span>加不同<span style=\"color:red\">细</span>度、不同<span style=\"color:red\">掺</span>量的粉煤灰、矿渣、石灰石粉和硅灰四种<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>,研究<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>对自燃煤矸石水泥复合体系需水性的影响.结果表明,分别复<span style=\"color:red\">掺</span>5wt％的矿渣、石灰石和工业硅灰三种<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>,可明显降低自燃煤矸石-水泥复合体系标准稠度需水量.其中复<span style=\"color:red\">掺</span>粉磨40 min石灰石减水率为4.4％;复<span style=\"color:red\">掺</span>粉磨30 min矿渣减水率为6.2％;复<span style=\"color:red\">掺</span>工业硅灰减水率达到10.2％.复<span style=\"color:red\">掺</span><span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>后,自然煤矸石-水泥复合体系早期强度稍有降低,但后期强度有所增强,其中复<span style=\"color:red\">掺</span>5％工业硅灰,28 d抗压强度提高2.5 MPa.","authors":[{"authorName":"郑大鹏","id":"7e87e6bc-fbea-4263-9698-96f62e9b84ab","originalAuthorName":"郑大鹏"},{"authorName":"王栋民","id":"0c2c50cf-f915-4c69-9420-3624fbf1b5b1","originalAuthorName":"王栋民"},{"authorName":"李端乐","id":"69394083-5eb8-44af-b2e0-0c8e5d842e26","originalAuthorName":"李端乐"},{"authorName":"林辉","id":"9c09c0d2-2574-4834-8905-ce4ef2e16c5d","originalAuthorName":"林辉"},{"authorName":"任才富","id":"6a3f7303-9d80-4119-aa25-978361e29c1b","originalAuthorName":"任才富"},{"authorName":"杨靖东","id":"60ca7c92-1c16-4c57-81a6-c35cdbcfe31d","originalAuthorName":"杨靖东"}],"doi":"","fpage":"2656","id":"a1dd3ac4-ec41-4376-b4c1-56a406ce8397","issue":"9","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报   "},"keywords":[{"id":"021f952f-52ba-4431-a948-b42e2726d964","keyword":"<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>","originalKeyword":"矿物掺合料"},{"id":"f1f9d1f8-53b2-4645-ad68-5d3379eb9ac4","keyword":"标准稠度需水量","originalKeyword":"标准稠度需水量"},{"id":"65dfd3b0-69f3-44ef-ae36-bee1740b2fee","keyword":"自燃煤矸石","originalKeyword":"自燃煤矸石"}],"language":"zh","publisherId":"gsytb201509044","title":"<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>对煤矸石水泥复合体系需水性的影响","volume":"34","year":"2015"},{"abstractinfo":"本文研究了矿渣、粉煤灰和烧页岩等<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>对高阿利特水泥混凝土氯离子渗透性、力学性能及浆体孔结构的影响.试验结果表明:单<span style=\"color:red\">掺</span>矿渣或粉煤灰能提高抗氯离子渗透能力,复合<span style=\"color:red\">掺</span>加<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>可充分发挥各自的性能特性,更有效地提高耐久性能;适量单<span style=\"color:red\">掺</span>矿渣和烧页岩以及复合<span style=\"color:red\">掺</span>加<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>可以提高混凝土的强度;从机理上分析,高阿利特水泥熟料可有效激发<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>的潜在水化活性,细化了浆体孔径,从而提高了混凝土的抗氯离子渗透性能和强度.","authors":[{"authorName":"朱建平","id":"86c564b7-078b-47b8-b10c-f0f0e97f695e","originalAuthorName":"朱建平"},{"authorName":"张建武","id":"a59ea4ce-ee9c-40f1-bc56-f843a3d8ae77","originalAuthorName":"张建武"},{"authorName":"李东旭","id":"c0aef995-f1d9-40cf-8485-1149015715ff","originalAuthorName":"李东旭"},{"authorName":"韩云峰","id":"2767dc8a-330e-42e1-86cc-83bfc841cdc6","originalAuthorName":"韩云峰"}],"doi":"","fpage":"992","id":"4996af67-0439-48f8-895c-f981d05f69a0","issue":"4","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报   "},"keywords":[{"id":"8b1b9f57-da75-424d-932e-6869f4593dd3","keyword":"<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>","originalKeyword":"矿物掺合料"},{"id":"b5de0df1-340d-487a-99fc-4c6b93f1b7da","keyword":"高阿利特水泥混凝土","originalKeyword":"高阿利特水泥混凝土"},{"id":"2389c96c-f40f-4d7e-9645-24867eea7fd1","keyword":"抗氯离子渗透","originalKeyword":"抗氯离子渗透"},{"id":"82275d2a-f87d-49be-a117-d102241ad6df","keyword":"孔结构","originalKeyword":"孔结构"},{"id":"005697ce-481f-4e89-9922-933e52f1ef7e","keyword":"抗压强度","originalKeyword":"抗压强度"}],"language":"zh","publisherId":"gsytb201204051","title":"<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>对高阿利特水泥混凝土性能的影响研究","volume":"31","year":"2012"},{"abstractinfo":"以粉煤灰、矿渣、硅藻土和沸石作为<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>,通过设计<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>种类和<span style=\"color:red\">掺</span>量对混凝土改性的正交试验,研究在氯盐-硫酸盐-冻融复杂环境下<span style=\"color:red\">掺</span>活性<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>混凝土的耐久性,并通过X射线衍射和扫描电子显微镜分析,探求<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>对混凝土改性的微观机理.研究表明,<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>能够抑制碳硫硅钙石晶体的生成和改善混凝土孔结构,从而明显提高混凝土的耐久性,其中硅藻土效果最佳.","authors":[{"authorName":"陈剑毅","id":"fd7b3c61-5fb4-404f-87de-fda1bb3b4567","originalAuthorName":"陈剑毅"},{"authorName":"胡明玉","id":"965887aa-5ca6-4fc4-b9ea-504e5dd16d22","originalAuthorName":"胡明玉"},{"authorName":"肖烨","id":"954e8ff2-9914-477c-ba30-163456f2f9f4","originalAuthorName":"肖烨"},{"authorName":"李建平","id":"77d83919-6572-4ce0-9312-285edc537f68","originalAuthorName":"李建平"}],"doi":"","fpage":"639","id":"f084956c-754c-4691-954d-298226c0d93e","issue":"3","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报   "},"keywords":[{"id":"97244081-f1cd-459e-9ac2-7b52f6c00f42","keyword":"复杂环境","originalKeyword":"复杂环境"},{"id":"c384ddc1-f2cb-400f-b75c-abd61c9a1b13","keyword":"<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>","originalKeyword":"矿物掺合料"},{"id":"3acdd938-12da-4a9f-9760-c9268eb8bc7a","keyword":"混凝土","originalKeyword":"混凝土"},{"id":"6edf6edf-bb2b-4bde-a08a-9f9ae4f56acf","keyword":"耐久性","originalKeyword":"耐久性"},{"id":"a6123947-7a19-43a6-99c6-ba08024e7e4a","keyword":"微观分析","originalKeyword":"微观分析"}],"language":"zh","publisherId":"gsytb201103030","title":"复杂环境下<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>混凝土的耐久性研究","volume":"30","year":"2011"},{"abstractinfo":"济南轨道交通R1线拟建成为国内首条全线路清水混凝土轨道交通工程,且为100年工程.为此,开展了混凝土体积稳定性的前期研究,即<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>对砂浆体积稳定性的影响研究,为高性能清水混凝土提供技术支持.研究了单<span style=\"color:red\">掺</span>粉煤灰(30％、50％)、单<span style=\"color:red\">掺</span>矿粉(30％、50％)、双<span style=\"color:red\">掺</span>粉煤灰和矿粉(30％+20％、20％+30％)对水胶比为0.5的砂浆的体积稳定性能的影响规律,分析了单<span style=\"color:red\">掺</span>与双<span style=\"color:red\">掺</span><span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>对砂浆体积稳定性的影响机理.研究结果表明:<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>的掺入均可有效降低砂浆的收缩率;粉煤灰对砂浆的收缩率的降低优于矿粉对砂浆的收缩率的降低;双<span style=\"color:red\">掺</span><span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>对砂浆的收缩率的影响界于粉煤灰与矿粉对砂浆的收缩率的影响之间.","authors":[{"authorName":"崔鑫","id":"add23ad3-65b0-47db-a50a-08417d71951b","originalAuthorName":"崔鑫"},{"authorName":"郭伟","id":"f6ccca5e-8cf2-42cc-83d4-32f2ac1e5f3c","originalAuthorName":"郭伟"},{"authorName":"王龙志","id":"103b303c-daf5-4d91-a3fb-c47253202f86","originalAuthorName":"王龙志"},{"authorName":"张海霞","id":"17bc0c6d-3638-49bc-b047-4be383926e6d","originalAuthorName":"张海霞"},{"authorName":"刘家奇","id":"e34d1009-36c3-4d2b-8d5b-97c2b82bbee1","originalAuthorName":"刘家奇"}],"doi":"","fpage":"1970","id":"74e8a37e-d0c3-406a-be14-656944410002","issue":"6","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报   "},"keywords":[{"id":"cded4516-ed9b-4778-b90a-05abf96dc88a","keyword":"粉煤灰","originalKeyword":"粉煤灰"},{"id":"1a63760e-3b37-4176-bdec-2cbd4c71ca2e","keyword":"矿粉","originalKeyword":"矿粉"},{"id":"423aa37e-121a-425a-bfb1-c328c9c27446","keyword":"砂浆","originalKeyword":"砂浆"},{"id":"b78e19af-ae43-4201-b717-5e1ee7c85ad9","keyword":"体积稳定性","originalKeyword":"体积稳定性"},{"id":"f3f83b47-5f77-4e88-8d47-62e97bbc2f8c","keyword":"机理","originalKeyword":"机理"}],"language":"zh","publisherId":"gsytb201606058","title":"<span style=\"color:red\">矿物</span>掺合<span style=\"color:red\">料</span>对砂浆体积稳定性的影响研究","volume":"35","year":"2016"}],"totalpage":1317,"totalrecord":13164}