{"currentpage":1,"firstResult":0,"maxresult":10,"pagecode":5,"pageindex":{"endPagecode":5,"startPagecode":1},"records":[{"abstractinfo":"采用三异丙醇胺、二乙醇胺、丙烯酸、HPEG400等原料合成了一类新型水泥助磨剂,检测了对钛矿渣水泥的助磨效果、物理力学性能和水化产物的影响.结果表明,加入助磨剂后,钛矿渣水泥的比表面积提高了9.5%~14.7%,3 d和28 d抗压强度分别提高了9.0%~21.2%和7.2%~10.6%.XRD和TG/DTA的测试结果表明,新型助磨剂能促进水泥水化的进行,但并不会产生新的水化相.","authors":[{"authorName":"乔欢欢","id":"d01b8f59-cfdd-4876-a4d3-a5f224aab0d0","originalAuthorName":"乔欢欢"},{"authorName":"蒋勇","id":"56626017-747b-4cfe-b74e-cd30f0d56695","originalAuthorName":"蒋勇"},{"authorName":"卢涛","id":"c7174dd7-4d17-4dc7-a7ac-f3b94c46edf7","originalAuthorName":"卢涛"},{"authorName":"胡光霖","id":"21309f1f-034f-486e-92cc-e640eb9f1a60","originalAuthorName":"胡光霖"}],"doi":"","fpage":"1315","id":"d85cddc0-65fe-44eb-a976-093f1b835000","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":"bc271c5b-510a-4aaf-ba91-8f1c0ac8562a","keyword":"合成","originalKeyword":"合成"},{"id":"de3958f4-d211-46cf-8225-cd92aa501c85","keyword":"助磨剂","originalKeyword":"助磨剂"},{"id":"9f57d823-64ee-4200-828d-f139917fa859","keyword":"钛矿渣水泥","originalKeyword":"钛矿渣水泥"},{"id":"3005c43f-66bb-4b84-8143-c2286ca3606c","keyword":"性能","originalKeyword":"性能"}],"language":"zh","publisherId":"gsytb201704037","title":"合成助磨剂对钛矿渣水泥性能的影响","volume":"36","year":"2017"},{"abstractinfo":"通过分析硅酸盐水泥熟料矿物组成、水化特性,矿渣的化学组成和水化过程,研究了普通矿渣水泥、碱矿渣水泥水化产物平衡体系的稳定性,并根据矿渣水泥系统水化产物稳定存在的条件,研制了适用于高掺量矿渣水泥的复合外加剂.","authors":[{"authorName":"李东旭","id":"04b75c66-454c-48e0-a4d9-ab722b5ef843","originalAuthorName":"李东旭"}],"doi":"","fpage":"68","id":"ea8ce4c4-9d18-4165-8362-fec94e8bd047","issue":"1","journal":{"abbrevTitle":"CLDB","coverImgSrc":"journal/img/cover/CLDB.jpg","id":"8","issnPpub":"1005-023X","publisherId":"CLDB","title":"材料导报"},"keywords":[{"id":"46de332d-0bbf-44e6-95c8-1f9d7f38aac0","keyword":"水化程度","originalKeyword":"水化程度"},{"id":"dcbe09f9-3cf1-4767-b6d6-3bf150e20021","keyword":"沸石","originalKeyword":"沸石"},{"id":"7f58c999-7aa5-4c24-ac4c-1b4297cdbf5b","keyword":"平衡体系","originalKeyword":"平衡体系"},{"id":"2a82c029-48a3-454b-937c-cf897d552d45","keyword":"复合外加剂","originalKeyword":"复合外加剂"}],"language":"zh","publisherId":"cldb200101023","title":"矿渣水泥水化产物平衡体系的研究","volume":"15","year":"2001"},{"abstractinfo":"本文在实验室条件下合成了不同模数的固体水玻璃,并着重从凝结时间和抗压强度两个方面考察了不同条件下合成的固体水玻璃对矿渣-赤泥体系的激发效果.结果表明,就赤泥/矿渣重量比为30∶70的体系而言,当固体水玻璃的模数为1.2、水玻璃掺量以Na2O计为3%时激发效果最佳.此时,碱-矿渣-赤泥水泥的28天净浆抗压强度可达67MPa,并且与碱-矿渣水泥类似具有早强的特性.另外,X-射线衍射对水化3天试样和未水化试样的半定量分析结果表明,水化3天后试样已经发生了明显的反应,说明模数为1.2的固体水玻璃对矿渣-赤泥体系有着较好的激发效果.","authors":[{"authorName":"潘志华","id":"ff5591ac-aa32-4ee4-afd7-5c73c2c68ed0","originalAuthorName":"潘志华"},{"authorName":"方永浩","id":"0533c698-a4fc-488c-8365-51e7cebf6112","originalAuthorName":"方永浩"},{"authorName":"赵成朋","id":"b33519e4-1aaa-4bd1-b202-dca315293077","originalAuthorName":"赵成朋"},{"authorName":"杨南如","id":"31bc0fd5-07d4-42cc-b62c-004fd5532fe0","originalAuthorName":"杨南如"},{"authorName":"于健","id":"9d22290d-3b6f-4f59-88d4-b22124542ac2","originalAuthorName":"于健"},{"authorName":"鲁家喜","id":"d8960930-b2f5-4cb7-87c1-bf01486974da","originalAuthorName":"鲁家喜"}],"doi":"10.3969/j.issn.1001-1625.1999.03.008","fpage":"34","id":"d700215f-217a-42f5-b653-9e750c0d8bd1","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":"6a80765c-b993-472e-abe7-eab94040be34","keyword":"碱","originalKeyword":"碱"},{"id":"58867478-e3d6-4f04-a480-b56a5776bcdf","keyword":"矿渣","originalKeyword":"矿渣"},{"id":"9a6b90d3-7c94-420b-8e4a-9c8eb63b22d6","keyword":"赤泥","originalKeyword":"赤泥"},{"id":"90d081ce-974f-4cb7-8633-2da789473fcb","keyword":"固体水玻璃","originalKeyword":"固体水玻璃"}],"language":"zh","publisherId":"gsytb199903008","title":"碱-矿渣-赤泥水泥的研究","volume":"","year":"1999"},{"abstractinfo":"矿渣(slag)作为水泥的一种重要混合材,具有易磨性差、自身水硬性、污染环境等缺点而限制了其应用,所以矿渣对水泥水化影响的研究成为水泥科学研究领域的热点问题之一.本文从矿渣不同品种和用量方面介绍了矿渣对水泥水化的影响,综述了近年来国内外矿渣对水泥水化影响的研究进展,介绍了近十年矿渣在水泥中的应用,展望了未来矿渣在水泥方面的发展趋势.","authors":[{"authorName":"路阳","id":"cb92ac70-0925-4fe9-86da-731b954ccc22","originalAuthorName":"路阳"},{"authorName":"李根","id":"fff4acf2-b187-42f3-b556-6a3218837d0a","originalAuthorName":"李根"},{"authorName":"谢雪科","id":"4d41059c-b1d8-4ae6-9663-83387df53d59","originalAuthorName":"谢雪科"},{"authorName":"何小芳","id":"25df05ec-8dcd-4069-8395-676baf8aba95","originalAuthorName":"何小芳"},{"authorName":"曹新鑫","id":"1c3fe254-ebdb-4d26-83d3-5dc6df554762","originalAuthorName":"曹新鑫"}],"doi":"","fpage":"2528","id":"f1305ce2-836e-43fb-8fc4-f3ef3f40ed33","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":"ed9060dc-fcf1-4220-ac62-d4684972c325","keyword":"矿渣","originalKeyword":"矿渣"},{"id":"2dcd7252-5bf5-46ba-94a1-9a10e7687c2c","keyword":"水泥","originalKeyword":"水泥"},{"id":"36769733-39ff-4d0a-8463-c676e0e4cf2d","keyword":"水化","originalKeyword":"水化"},{"id":"5cb7674b-427f-4772-8156-25aefe27cd87","keyword":"研究进展","originalKeyword":"研究进展"}],"language":"zh","publisherId":"gsytb201312023","title":"矿渣对水泥水化影响的研究进展","volume":"32","year":"2013"},{"abstractinfo":"本文研究了不同碱激发剂对碱矿渣水泥强度的影响,确定了以硅酸钠和石膏作为复合激发剂,且掺量分别为3%和5%时碱矿渣水泥的强度最高,并分析了激发剂的作用机理。同时研究了赤泥对碱矿渣水泥强度的影响,并研究了利用赤泥-碱矿渣水泥作为基本胶凝材料制造的免烧砖和轻质墙体材料的性能。","authors":[{"authorName":"岳云龙","id":"faafd7a7-d03c-4b6d-a234-224abf657069","originalAuthorName":"岳云龙"},{"authorName":"芦令超","id":"ed8f9513-4d99-45eb-9c3f-7e173ce82eb7","originalAuthorName":"芦令超"},{"authorName":"常均","id":"ada6a2eb-1294-4add-95c4-9b5975b253d9","originalAuthorName":"常均"},{"authorName":"程新","id":"1a05b6cb-4aef-439b-aa52-79fc0ec7ac0b","originalAuthorName":"程新"}],"doi":"10.3969/j.issn.1001-1625.2001.01.010","fpage":"46","id":"6dcff4a9-ce3d-4275-80df-eb194ad00542","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":"1dd5d6b9-a93d-40d3-a1f7-0ccd565bd611","keyword":"赤泥","originalKeyword":"赤泥"},{"id":"e831db7d-785b-4077-a7fd-8ef607e4dda9","keyword":"碱矿渣水泥","originalKeyword":"碱矿渣水泥"},{"id":"e979301e-9c94-4e64-9c50-62c419e59625","keyword":"激发剂","originalKeyword":"激发剂"},{"id":"fe16a05a-ae04-4b56-9905-92676d2ae89a","keyword":"墙体材料","originalKeyword":"墙体材料"}],"language":"zh","publisherId":"gsytb200101010","title":"赤泥-碱矿渣水泥及其制品的研究","volume":"20","year":"2001"},{"abstractinfo":"本文借助水泥强度和净浆膨胀测定方法与XRD对高镁水泥熟料-矿渣-石膏系统的双膨胀低热矿渣硅酸盐水泥进行了研究.得到(1)低热矿渣水泥净浆膨胀随SO3含量和时间的变化规律;(2)低热矿渣水泥强度随SO3含量的变化规律;(3)在水泥中适量SO3和熟料中MgO含量小于5%时,钙矾石膨胀和水镁石膨胀具有连续性、整体性和稳定性;(4)矿渣的掺入有助于钙矾石的形成及其数量的增加和水泥膨胀率的增加与稳定.","authors":[{"authorName":"叶青","id":"efbb2a11-2cca-4c3c-bb64-ff41ae088936","originalAuthorName":"叶青"},{"authorName":"陈胡星","id":"e0cb5d05-dd52-4619-a38e-eed82762a43a","originalAuthorName":"陈胡星"},{"authorName":"楼宗汉","id":"31d857ad-0827-4285-8101-9ff187e47990","originalAuthorName":"楼宗汉"}],"doi":"10.3969/j.issn.1673-2812.2000.01.013","fpage":"53","id":"611f23f9-0122-4fd8-8fc4-4511cfb87d4a","issue":"1","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":"ca70df1c-9959-4e0a-afb6-3d379689d210","keyword":"低热矿渣水泥","originalKeyword":"低热矿渣水泥"},{"id":"5319ef4e-e375-413a-807b-67289ea7e889","keyword":"钙矾石膨胀","originalKeyword":"钙矾石膨胀"},{"id":"6d2d8fdc-b821-4661-b804-0f248b5e71b4","keyword":"水镁石膨胀","originalKeyword":"水镁石膨胀"},{"id":"ab2ac9b5-8604-40d9-baca-1fab4b609d32","keyword":"膨胀机理","originalKeyword":"膨胀机理"}],"language":"zh","publisherId":"clkxygc200001013","title":"双膨胀低热矿渣水泥的膨胀过程研究","volume":"18","year":"2000"},{"abstractinfo":"利用熟料、钢渣、矿渣和石膏粉配制低热钢渣矿渣硅酸盐水泥,将矿渣、钢渣掺量对水泥各种性能影响以二维等值线表征.结果表明:掺加钢渣、矿渣分别降低和增加水泥的标准稠度用水量,两者都延迟水泥的初、终凝时间,钢渣的延迟作用比矿渣大.水泥强度随着钢渣量的增加而降低,矿渣掺量对强度的影响是先随矿渣掺量的增加而提高,然后又随着矿渣掺量增加而降低,矿渣掺量存在一个最佳值.矿渣对强度的增强作用是后期比早期大,抗折比抗压大.掺入钢渣矿渣混合材都能显著降低水泥早期水化热,钢渣替代熟料降低早期水化热的值是等量矿渣替代熟料的1.5倍,双掺混合材比单掺降低早期水化热作用大.","authors":[{"authorName":"侯新凯","id":"8383dfe4-7a6c-4405-bbfd-f59ff21d87b9","originalAuthorName":"侯新凯"},{"authorName":"董跃斌","id":"f8c1cf8d-6860-4a58-9e9c-48b1f82ae6a7","originalAuthorName":"董跃斌"},{"authorName":"薛博","id":"6ea8ffd5-5a1c-43c1-80ad-f9dacdae3b1f","originalAuthorName":"薛博"},{"authorName":"李虎森","id":"74bfdd3f-83be-4e30-b90a-a8e29f82190d","originalAuthorName":"李虎森"},{"authorName":"杨洪艺","id":"b581368e-5683-4c75-aa6f-6c348ee9667c","originalAuthorName":"杨洪艺"},{"authorName":"袁静舒","id":"1352eaa3-47c8-4c68-a040-9c69fccc64e3","originalAuthorName":"袁静舒"}],"doi":"","fpage":"2451","id":"355ab726-9625-4fab-b995-4ef30208a99d","issue":"10","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报 "},"keywords":[{"id":"8e5dea79-5c8b-40b3-a58d-6b74c6fb6129","keyword":"低热水泥","originalKeyword":"低热水泥"},{"id":"3061c6f0-f12e-4923-99a6-2aea61d89460","keyword":"钢渣","originalKeyword":"钢渣"},{"id":"59c1aa16-3cef-4159-9301-d4314314ca2d","keyword":"矿渣","originalKeyword":"矿渣"},{"id":"068cee70-e66a-4f6a-8fc5-543e1743c2d1","keyword":"方向导数","originalKeyword":"方向导数"},{"id":"fb392a37-7a45-4fb1-9be8-ca3054de0889","keyword":"力学性能","originalKeyword":"力学性能"}],"language":"zh","publisherId":"gsytb201410002","title":"低热钢渣矿渣硅酸盐水泥的研制(Ⅰ):水泥的配比与性能","volume":"33","year":"2014"},{"abstractinfo":"本文研究了碱矿渣水泥对温度的适用性,确定碱矿渣水泥-20℃条件下临界受冻强度,并选用无机盐类防冻剂对其负温下性能进行改性.试验结果表明:-10℃时,碱矿渣水泥已经不能正常水化硬化;-20℃条件下,碱矿渣水泥的临界受冻强度为3 MPa;采用三种无机盐防冻剂对碱矿渣水泥负温性能进行改性,对其负温下强度有着明显提高作用,以NaNO3提高强度最高.","authors":[{"authorName":"黄啸","id":"ca7bb416-6059-4e78-b48a-b0a093cd5f0a","originalAuthorName":"黄啸"},{"authorName":"毛海勇","id":"987c840d-0da3-48ed-b2c6-6e1ddf3ee524","originalAuthorName":"毛海勇"},{"authorName":"袁晓峰","id":"f45c37f7-6653-4a23-8e95-7c4c64a6cb94","originalAuthorName":"袁晓峰"},{"authorName":"杨曜","id":"e4e2c706-9408-4f70-9bff-3c064e392a9e","originalAuthorName":"杨曜"}],"doi":"","fpage":"2052","id":"4a9ab69f-110f-4c09-826d-ff966bfdf83b","issue":"8","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报 "},"keywords":[{"id":"03a309c1-a584-4ee2-bf3a-8e09dd34eb10","keyword":"碱矿渣水泥","originalKeyword":"碱矿渣水泥"},{"id":"fafcff92-af3c-4a79-97e7-0ecde0c0e70d","keyword":"临界受冻强度","originalKeyword":"临界受冻强度"},{"id":"0e3c2588-0762-410c-bb72-ae4c2bc58e54","keyword":"防冻剂","originalKeyword":"防冻剂"}],"language":"zh","publisherId":"gsytb201408036","title":"-20℃条件下碱矿渣水泥性能研究","volume":"33","year":"2014"},{"abstractinfo":"碱矿渣水泥水化产物不同于硅酸盐水泥,会产生不同的碳化行为.以水玻璃与NaOH为碱组分制备碱矿渣水泥石,采用X-射线衍射(XRD)、红外光谱(FF-IR)与综合热分析(TG-DSC)研究了碱矿渣水泥石的碳化产物.结果表明:碱矿渣水泥石碳化生成的CaCO3的存在形式主要为方解石,球霰石和文石含量较少,随碳化龄期延长,文石与球霰石含量增加;以模数1.0~1.5的水玻璃为碱组分的碱矿渣水泥石碳化后,出现钠的碳酸盐结晶相;碱矿渣水泥石碳化脱钙后生成富硅的C-S-H凝胶,C-S-H凝胶的聚合度增加.","authors":[{"authorName":"何娟","id":"9bd9bf7e-72e1-4faf-84b5-91c26183f69c","originalAuthorName":"何娟"},{"authorName":"何俊红","id":"c355a893-2fbb-4fa0-ba2b-eadbe2b09dd2","originalAuthorName":"何俊红"}],"doi":"","fpage":"90","id":"1b669a2e-6d59-47a0-a470-3ed53cf37212","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":"fa8b3b39-3d56-4559-9e81-6a9d66d15bb8","keyword":"碱矿渣水泥","originalKeyword":"碱矿渣水泥"},{"id":"ddab7d2b-00b1-4c02-857b-5ae9e6111495","keyword":"碳化产物","originalKeyword":"碳化产物"},{"id":"fb0ed8fb-c47e-44be-a689-7e2a64b269f0","keyword":"方解石","originalKeyword":"方解石"}],"language":"zh","publisherId":"gsytb201501016","title":"碱矿渣水泥石碳化产物研究","volume":"34","year":"2015"},{"abstractinfo":"将自制聚羧酸减水剂按照一定掺量掺入到不同配比的矿渣水泥中,比较了聚羧酸减水剂对不同矿渣掺量水泥的初始流动度、流动度经时损失、减水率、抗压与抗折强度以及凝结时间的影响,利用SEM技术对矿渣水泥水化产物的形貌进行表征.","authors":[{"authorName":"雷西萍","id":"095adc37-7684-4777-a535-7e15d2f0c013","originalAuthorName":"雷西萍"}],"doi":"","fpage":"1468","id":"a447e043-5b8b-41a4-ab7d-1ab24b7b458f","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":"0c249416-3d89-46f0-8ccf-61df4715d4d6","keyword":"聚羧酸减水剂","originalKeyword":"聚羧酸减水剂"},{"id":"c3c93302-4801-4117-95c1-7649df934d18","keyword":"矿渣","originalKeyword":"矿渣"},{"id":"7cd40bcc-badf-4511-ae9b-fddb4f9fab02","keyword":"水泥","originalKeyword":"水泥"},{"id":"82461e44-aa48-4fda-844b-f26396160c37","keyword":"性能","originalKeyword":"性能"}],"language":"zh","publisherId":"gsytb201006044","title":"聚羧酸减水剂对矿渣水泥性能影响的研究","volume":"29","year":"2010"}],"totalpage":1245,"totalrecord":12443}