CN115745536B - Ecological high-ductility cement-based rapid repair material prepared from calcined gangue powder and method - Google Patents
Ecological high-ductility cement-based rapid repair material prepared from calcined gangue powder and method Download PDFInfo
- Publication number
- CN115745536B CN115745536B CN202211628099.0A CN202211628099A CN115745536B CN 115745536 B CN115745536 B CN 115745536B CN 202211628099 A CN202211628099 A CN 202211628099A CN 115745536 B CN115745536 B CN 115745536B
- Authority
- CN
- China
- Prior art keywords
- parts
- cement
- rpm
- gangue powder
- rapid repair
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
技术领域Technical field
本发明涉及固废物在建筑材料中的资源化利用,具体涉及一种用煅烧煤矸石粉制备的生态高延性水泥基快速修补材料及方法。The invention relates to the resource utilization of solid waste in building materials, and specifically relates to an ecological high-ductility cement-based rapid repair material and method prepared from calcined coal gangue powder.
背景技术Background technique
随着道路桥梁等基础业加速发展,交通车辆及重载车辆数量逐渐增加。我国路桥面铺装层主要采用沥青混凝土,抗拉变形能力差,在车辆荷载反复作用下,混凝土路桥面出现破损,一旦混凝土开裂后,裂缝迅速恶化,路桥面混凝土铺装层出现裂缝等病害。路桥面开裂后会使雨水中有害离子下渗到路桥钢筋混凝土主梁等下部结构,影响路桥服役寿命;而且会降低车辆行驶速度,影响舒适度,使交通运输效率降低。制备一种集高延性、快硬、满足混凝土铺装层强度等级要求的水泥基复合材料,对于减少路桥面铺装层开裂病害、及早开放交通、提高客货运输效益意义重大。With the accelerated development of basic industries such as roads and bridges, the number of traffic vehicles and heavy-duty vehicles has gradually increased. Our country's road and bridge deck pavements mainly use asphalt concrete, which has poor tensile deformation resistance. Under repeated vehicle loads, the concrete road and bridge decks will be damaged. Once the concrete cracks, the cracks will rapidly worsen, and cracks and other diseases will appear in the road and bridge deck concrete pavement layers. After the road bridge deck cracks, harmful ions in the rainwater will seep into the reinforced concrete main beams and other substructures of the road bridge, affecting the service life of the road bridge. It will also reduce vehicle speed, affect comfort, and reduce transportation efficiency. Preparing a cement-based composite material that combines high ductility, quick hardening, and meets the strength level requirements of concrete pavement layers is of great significance for reducing cracking diseases of road and bridge pavement layers, opening up traffic as early as possible, and improving the efficiency of passenger and freight transportation.
煤矸石是选煤和洗煤过程中产生的一种固体废弃物,是我国存量最大的工业废弃物之一。煤矸石的堆放,不仅占用土地资源,还可能带来坍塌、滑坡、自燃等次生灾害,严重威胁人类生命安全。煤矸石经过自燃或煅烧后氧化硅和氧化铝含量增加,具有活性,类似水泥胶凝材料。以煅烧煤矸石粉部分替换水泥,可以节约水泥,加强固废物煤矸石的高值化利用,助推“双碳”行动。Coal gangue is a kind of solid waste produced during coal preparation and washing. It is one of the largest industrial wastes in my country. The accumulation of coal gangue not only occupies land resources, but may also cause secondary disasters such as collapse, landslides, and spontaneous combustion, seriously threatening human life and safety. After spontaneous combustion or calcination, the silica and alumina content of coal gangue increases and becomes active, similar to cement cementitious materials. Partial replacement of cement with calcined coal gangue powder can save cement, strengthen the high-value utilization of solid waste coal gangue, and promote the "double carbon" action.
高延性水泥基复合材料是在水泥基材料基体中添加纤维,通过微观性能调控,使其在单轴拉伸性能下极限延伸率不低于0.5%,平均裂缝宽度不大于200μm。参考高延性水泥基复合材料的微观设计理论,以快硬性硫铝酸盐水泥和煅烧煤矸石粉为胶凝材料,制备生态高延性水泥基快速修补材料。High-ductility cement-based composite materials are made by adding fibers to the cement-based material matrix. Through microscopic property control, the ultimate elongation under uniaxial tensile properties is no less than 0.5%, and the average crack width is no more than 200 μm. With reference to the microscopic design theory of high-ductility cement-based composite materials, an ecological high-ductility cement-based rapid repair material was prepared using fast-hardening sulfoaluminate cement and calcined coal gangue powder as cementing materials.
目前,混凝土铺装层快速修补的主要方式是采用快硬混凝土,但抗拉变形能力差,在温差、收缩、车辆荷载等综合作用下容易开裂,治标不治本。高延性水泥基复合材料养护龄期一般是28d,无法直接用于路桥混凝土铺装层的快速修补。关于煅烧煤矸石粉在混凝土中的应用,如表1所示。At present, the main way to quickly repair concrete pavement layers is to use fast-hardening concrete, but its tensile deformation ability is poor and it is easy to crack under the combined effects of temperature differences, shrinkage, vehicle loads, etc., treating the symptoms but not the root cause. The curing life of high-ductility cement-based composite materials is generally 28 days and cannot be directly used for rapid repair of road and bridge concrete pavements. Regarding the application of calcined coal gangue powder in concrete, it is shown in Table 1.
表1对比现有发明专利研究现状Table 1 Comparison of the current research status of existing invention patents
由表1可知,已有煤矸石粉制备混凝土的研究主要采用碱激发煤矸石粉活性,以此替换水泥,但未涉及高延性和快硬性,无法用于路桥工程领域中混凝土铺装层的快速修补。As can be seen from Table 1, existing research on the preparation of concrete from coal gangue powder mainly uses alkali to stimulate the activity of coal gangue powder to replace cement. However, it does not involve high ductility and rapid hardening, and cannot be used for rapid concrete paving in the field of road and bridge engineering. repair.
发明内容Contents of the invention
本发明克服现有技术的不足,提供一种用煅烧煤矸石粉制备的生态高延性水泥基快速修补材料。以煅烧煤矸石粉部分替换水泥,掺加粉煤灰、早强剂和河砂等制备基体,掺加一定量的纤维,通过微观、细观和宏观多尺度交互设计,使材料达到高延性、快硬、满足路桥面混凝土铺装层强度等级要求,为路桥面混凝土铺装层快速修补提供给一种技术方案。本发明生态高延性水泥基快速修补材料,不仅可以修补路桥面混凝土铺装层,构建绿色高效交通运输体系,而且可以对固废物高值化利用,助推交通运输绿色低碳行动。The invention overcomes the shortcomings of the prior art and provides an ecological high-ductility cement-based rapid repair material prepared from calcined coal gangue powder. The cement is partially replaced with calcined coal gangue powder, fly ash, early strength agent and river sand are added to prepare the matrix, and a certain amount of fiber is added. Through micro, meso and macro multi-scale interactive design, the material achieves high ductility, It hardens quickly and meets the strength grade requirements of concrete pavement layers on road and bridge decks, and provides a technical solution for rapid repair of concrete pavement layers on road and bridge decks. The ecological high-ductility cement-based rapid repair material of the invention can not only repair the concrete pavement layer of road and bridge decks, build a green and efficient transportation system, but also make high-value utilization of solid waste to promote green and low-carbon transportation.
为解决上述技术问题,本发明所采用的技术方案为:一种用煅烧煤矸石粉制备的生态高延性水泥基快速修补材料,包括以下质量份配比的原料:硫铝酸盐水泥496~938份,煅烧煤矸石粉186~372份,粉煤灰134~372份,河砂372~471份,减水剂2.5~5.0份,早强剂12.4~37.2份,水335~397份,纤维18.2~26份。In order to solve the above technical problems, the technical solution adopted by the present invention is: an ecological high-ductility cement-based rapid repair material prepared from calcined coal gangue powder, including raw materials with the following mass proportions: sulfoaluminate cement 496-938 parts, calcined coal gangue powder 186~372 parts, fly ash 134~372 parts, river sand 372~471 parts, water reducing agent 2.5~5.0 parts, early strength agent 12.4~37.2 parts, water 335~397 parts, fiber 18.2 parts ~26 servings.
进一步的,煅烧煤矸石粉的粒径为600目~1250目,所述煅烧煤矸石粉中氧化铝与氧化硅质量含量总和不低于63.4%。Further, the particle size of the calcined coal gangue powder is 600 mesh to 1250 mesh, and the total mass content of alumina and silicon oxide in the calcined coal gangue powder is not less than 63.4%.
进一步的,所述河砂粒径为0.06~1.18mm,细度模数是1.22~1.71。Further, the particle size of the river sand is 0.06~1.18mm, and the fineness modulus is 1.22~1.71.
进一步的,所述早强剂为无水硫酸钠、碳酸锂中的一种或复合。Further, the early strengthening agent is one or a combination of anhydrous sodium sulfate and lithium carbonate.
进一步的,所述纤维,直径为20~40μm,长度为6~12mm,弹性模量为30~35GPa,抗拉强度至少为1000MPa,极限伸长率为8~12%。Further, the fiber has a diameter of 20-40 μm, a length of 6-12 mm, an elastic modulus of 30-35 GPa, a tensile strength of at least 1000 MPa, and an ultimate elongation of 8-12%.
进一步的,所述纤维为聚乙烯醇纤维、玄武岩纤维和聚丙烯纤维中的一种或多种。Further, the fiber is one or more of polyvinyl alcohol fiber, basalt fiber and polypropylene fiber.
本发明还提供用煅烧煤矸石粉制备生态高延性水泥基快速修补材料的方法,若采用固体状减水剂,制备步骤如下:The present invention also provides a method for preparing ecological high-ductility cement-based rapid repair materials using calcined coal gangue powder. If a solid water-reducing agent is used, the preparation steps are as follows:
1)将硫铝酸盐水泥、煅烧煤矸石粉、粉煤灰、减水剂、早强剂、河砂慢速,即自转转速为140转/分钟,公转转速为62转/分钟,搅拌1~2分钟;1) Mix sulphoaluminate cement, calcined coal gangue powder, fly ash, water reducing agent, early strength agent, and river sand slowly, that is, the rotation speed is 140 rpm and the revolution speed is 62 rpm, and stir for 1 ~2 minutes;
2)加水快速,即自转转速为285转/分钟,公转转速为125转/分钟,搅拌3~4分钟;2) Add water quickly, that is, the rotation speed is 285 rpm, the revolution speed is 125 rpm, and the mixture is stirred for 3 to 4 minutes;
3)加纤维快速,即自转转速为285转/分钟,公转转速为125转/分钟,搅拌2~3分钟;3) Add fiber quickly, that is, the rotation speed is 285 rpm, the revolution speed is 125 rpm, and the mixing is done for 2 to 3 minutes;
4)装模,在标准养护箱中养护至6h后拆模。4) Install the mold and remove the mold after curing it for 6 hours in a standard curing box.
本发明还提供用煅烧煤矸石粉制备生态高延性水泥基快速修补材料的方法,若采用液体状减水剂,制备步骤如下:The present invention also provides a method for preparing ecological high-ductility cement-based rapid repair materials using calcined coal gangue powder. If a liquid water-reducing agent is used, the preparation steps are as follows:
1)将硫铝酸盐水泥、煅烧煤矸石粉、粉煤灰、早强剂、河砂慢速,即自转转速为140转/分钟,公转转速为62转/分钟,搅拌1~2分钟;1) Mix sulphoaluminate cement, calcined coal gangue powder, fly ash, early strength agent, and river sand at slow speed, that is, the rotation speed is 140 rpm and the revolution speed is 62 rpm, and stir for 1 to 2 minutes;
2)将减水剂与水混合加入搅拌机中,快速,即自转转速为285转/分钟,公转转速为125转/分钟,搅拌3~4分钟;2) Mix the water-reducing agent and water into the mixer quickly, that is, the rotation speed is 285 rpm and the revolution speed is 125 rpm, and stir for 3 to 4 minutes;
3)加纤维快速,即自转转速为285转/分钟,公转转速为125转/分钟,搅拌2~3分钟;3) Add fiber quickly, that is, the rotation speed is 285 rpm, the revolution speed is 125 rpm, and the mixing is done for 2 to 3 minutes;
4)装模,在标准养护箱中养护至6h后拆模。4) Install the mold and remove the mold after curing it for 6 hours in a standard curing box.
进一步的,上述两种用煅烧煤矸石粉制备生态高延性水泥基快速修补材料的方法,材料制备的整个过程控制在7~9分钟。Furthermore, for the above two methods of using calcined coal gangue powder to prepare ecological high-ductility cement-based rapid repair materials, the entire material preparation process is controlled in 7 to 9 minutes.
与现有技术相比本发明具有以下有益效果:Compared with the prior art, the present invention has the following beneficial effects:
1)本发明与现有技术相比,具有明显的高延性、快硬性特点,可以为路桥面混凝土铺装层提供一种有效方法。1) Compared with the existing technology, the present invention has obvious characteristics of high ductility and rapid hardening, and can provide an effective method for concrete paving layers on road and bridge decks.
2)经济效益方面,针对开裂的路桥面混凝土铺装层,采用生态高延性水泥基快速修补材料进行修补,从根本上解决沥青混凝土抗拉变形能力差引起的病害,减少混凝土脆性材料开裂风险,减少维修次数,保障路桥面混凝土服役寿命,从全寿命周期角度降碳减碳。2) In terms of economic benefits, for cracked road and bridge concrete pavements, ecological high-ductility cement-based rapid repair materials are used to repair them, which fundamentally solves the diseases caused by the poor tensile deformation ability of asphalt concrete and reduces the risk of cracking of brittle concrete materials. Reduce the number of maintenance times, ensure the service life of road and bridge deck concrete, and reduce carbon emissions from the perspective of the entire life cycle.
3)社会效益方面,采用生态高延性水泥基快速修补材料对开裂的路桥面混凝土铺装层进行修补,保证路桥面混凝土铺装层的正常使用,提高行车舒适度,提高人们的生活水平质量;传统开裂混凝土修补需要铣刨损坏混凝土,采用生态高延性水泥基快速修补材料可以减少路桥面维修次数,降低铣刨噪音,避免扰民。3) In terms of social benefits, ecological high-ductility cement-based rapid repair materials are used to repair cracked concrete pavements on road and bridge decks to ensure the normal use of the concrete pavements on road and bridge decks, improve driving comfort, and improve people's quality of life; Traditional cracked concrete repair requires milling to damage the concrete. Using ecological high-ductility cement-based rapid repair materials can reduce the number of road and bridge deck repairs, reduce milling noise, and avoid disturbing residents.
4)生态效益方面,采用固废物煅烧煤矸石粉制备生态高延性水泥基快速修补材料,对固废物高值化利用,可减少固废物堆放,降低环境污染,助推“双碳”行动;节约水泥,降低水泥“两磨一烧”中的高碳排放量。4) In terms of ecological benefits, solid waste is used to calcine coal gangue powder to prepare ecological high-ductility cement-based rapid repair materials. The high-value utilization of solid waste can reduce the accumulation of solid waste, reduce environmental pollution, and promote the "double carbon" action; save Cement, reducing the high carbon emissions in the "two grinding and one burning" process of cement.
附图说明Description of the drawings
图1是实施例1中生态高延性水泥基快速修补材料的单轴拉伸应力—应变曲线图;Figure 1 is a uniaxial tensile stress-strain curve of the ecological high-ductility cement-based rapid repair material in Example 1;
图2是实施例2中生态高延性水泥基快速修补材料的单轴拉伸应力—应变曲线图;Figure 2 is a uniaxial tensile stress-strain curve of the ecological high-ductility cement-based rapid repair material in Example 2;
图3是实施例3中生态高延性水泥基快速修补材料的单轴拉伸应力—应变曲线图;Figure 3 is a uniaxial tensile stress-strain curve of the ecological high-ductility cement-based rapid repair material in Example 3;
图4是实施例4中生态高延性水泥基快速修补材料的单轴拉伸应力—应变曲线图。Figure 4 is a uniaxial tensile stress-strain curve of the ecological high-ductility cement-based rapid repair material in Example 4.
图5是对比例中生态高延性水泥基快速修补材料的单轴拉伸应力—应变曲线图。Figure 5 is a uniaxial tensile stress-strain curve of the ecological high-ductility cement-based rapid repair material in the comparative example.
具体实施方式Detailed ways
以下结合具体实施例对本发明作进一步说明。The present invention will be further described below in conjunction with specific examples.
实施例1Example 1
本实施例生态高延性水泥基快速修补材料配合比如表2所示:The mixing ratio of ecological high-ductility cement-based rapid repair materials in this embodiment is shown in Table 2:
表2材料配合比(质量份比)Table 2 Material mix ratio (mass ratio)
上述煅烧煤矸石粉的粒径为1250目,氧化铝(Al2O3)+氧化硅(SiO2)质量含量为95.5%;河砂粒径为0.06~1.18mm,细度模数是1.22;早强剂是碳酸锂;纤维是聚乙烯醇纤维,长度是12mm,弹性模量是35GPa,抗拉强度1200MPa;减水剂是液体状聚羧酸减水剂。The particle size of the above-mentioned calcined gangue powder is 1250 mesh, the mass content of alumina (Al 2 O 3 ) + silicon oxide (SiO 2 ) is 95.5%; the particle size of river sand is 0.06~1.18mm, and the fineness modulus is 1.22; The early strength agent is lithium carbonate; the fiber is polyvinyl alcohol fiber, the length is 12mm, the elastic modulus is 35GPa, and the tensile strength is 1200MPa; the water-reducing agent is a liquid polycarboxylate water-reducing agent.
制备步骤如下:The preparation steps are as follows:
1)将硫铝酸盐水泥、煅烧煤矸石粉、粉煤灰、早强剂碳酸锂、河砂慢速(自转转速为140转/分钟,公转转速为62转/分钟)搅拌2分钟;1) Stir sulphoaluminate cement, calcined coal gangue powder, fly ash, early strength agent lithium carbonate, and river sand at slow speed (rotation speed is 140 rpm, revolution speed is 62 rpm) for 2 minutes;
2)将减水剂与水混合加入搅拌机中,快速(自转转速为285转/分钟,公转转速为125转/分钟)搅拌3分钟;2) Mix the water-reducing agent and water into the mixer, and mix quickly (rotation speed is 285 rpm, revolution speed is 125 rpm) for 3 minutes;
3)加纤维快速(自转转速为285转/分钟,公转转速为125转/分钟)搅拌2分钟;3) Add fiber quickly (rotation speed is 285 rpm, revolution speed is 125 rpm) and stir for 2 minutes;
4)装模,在标准养护箱中养护至6h后拆模,测试力学性能。4) Install the mold, cure it in a standard curing box for 6 hours, then remove the mold and test the mechanical properties.
制备步骤1)、2)、3)和4)的整个过程为7分钟。The entire process of preparation steps 1), 2), 3) and 4) takes 7 minutes.
实施例2Example 2
本实施例生态高延性水泥基快速修补材料配合比如表3所示:The mixing ratio of ecological high-ductility cement-based rapid repair materials in this embodiment is shown in Table 3:
表3材料配合比(质量份比)Table 3 Material mix ratio (mass ratio)
上述煅烧煤矸石粉的粒径为1250目,氧化铝(Al2O3)+氧化硅(SiO2)质量含量为89.2%;河砂粒径为0.06~1.18mm,细度模数是1.35;早强剂为无水硫酸钠;纤维是聚乙烯醇纤维,长度是8mm,弹性模量是32GPa,抗拉强度1100MPa;减水剂是固体状聚羧酸减水剂。The particle size of the above-mentioned calcined coal gangue powder is 1250 mesh, the mass content of alumina (Al 2 O 3 ) + silicon oxide (SiO 2 ) is 89.2%; the particle size of river sand is 0.06~1.18mm, and the fineness modulus is 1.35; The early strength agent is anhydrous sodium sulfate; the fiber is polyvinyl alcohol fiber, the length is 8mm, the elastic modulus is 32GPa, and the tensile strength is 1100MPa; the water-reducing agent is a solid polycarboxylate water-reducing agent.
制备步骤如下:The preparation steps are as follows:
1)将硫铝酸盐水泥、煅烧煤矸石粉、粉煤灰、减水剂、早强剂无水硫酸钠、河砂慢速(自转转速为140转/分钟,公转转速为62转/分钟)搅拌1分钟;1) Put sulphoaluminate cement, calcined coal gangue powder, fly ash, water reducing agent, early strength agent anhydrous sodium sulfate, and river sand at a slow speed (the rotation speed is 140 rpm, the revolution speed is 62 rpm ) Stir for 1 minute;
2)将水加入搅拌机中,快速(自转转速为285转/分钟,公转转速为125转/分钟)搅拌4分钟;2) Add water to the mixer and mix quickly (rotation speed is 285 rpm, revolution speed is 125 rpm) for 4 minutes;
3)加纤维快速(自转转速为285转/分钟,公转转速为125转/分钟)搅拌3分钟;3) Add fiber quickly (rotation speed is 285 rpm, revolution speed is 125 rpm) and stir for 3 minutes;
4)装模,在标准养护箱中养护至6h后拆模,测试力学性能。4) Install the mold, cure it in a standard curing box for 6 hours, then remove the mold and test the mechanical properties.
制备步骤1)、2)、3)和4)的整个过程为8分钟。The entire process of preparation steps 1), 2), 3) and 4) takes 8 minutes.
实施例3Example 3
本实施例生态高延性水泥基快速修补材料配合比如表4所示:The mixing ratio of ecological high-ductility cement-based rapid repair materials in this embodiment is shown in Table 4:
表4材料配合比(质量份比)Table 4 Material mix ratio (mass ratio)
上述煅烧煤矸石粉的粒径为800目,氧化铝(Al2O3)+氧化硅(SiO2)质量含量为63.4%;河砂粒径为0.06~1.18mm,细度模数是1.62;早强剂是碳酸锂和无水硫酸钠复合;纤维是玄武岩纤维,长度是6mm,弹性模量是30GPa,抗拉强度1100MPa;减水剂是液体状聚羧酸减水剂。The particle size of the above-mentioned calcined coal gangue powder is 800 mesh, the mass content of alumina (Al 2 O 3 ) + silicon oxide (SiO 2 ) is 63.4%; the particle size of river sand is 0.06~1.18mm, and the fineness modulus is 1.62; The early strength agent is a composite of lithium carbonate and anhydrous sodium sulfate; the fiber is basalt fiber, the length is 6mm, the elastic modulus is 30GPa, and the tensile strength is 1100MPa; the water-reducing agent is a liquid polycarboxylate water-reducing agent.
制备步骤如下:The preparation steps are as follows:
1)将硫铝酸盐水泥、煅烧煤矸石粉、粉煤灰、早强剂(碳酸锂和无水硫酸钠)、河砂慢速(自转转速为140转/分钟,公转转速为62转/分钟)搅拌2分钟;1) Combine sulphoaluminate cement, calcined coal gangue powder, fly ash, early strength agent (lithium carbonate and anhydrous sodium sulfate), and river sand at a slow speed (rotation speed is 140 rpm, revolution speed is 62 rpm) minutes) stir for 2 minutes;
2)将减水剂与水混合加入搅拌机中,快速(自转转速为285转/分钟,公转转速为125转/分钟)搅拌3分钟;2) Mix the water-reducing agent and water into the mixer, and mix quickly (rotation speed is 285 rpm, revolution speed is 125 rpm) for 3 minutes;
3)加纤维快速(自转转速为285转/分钟,公转转速为125转/分钟)搅拌3分钟;3) Add fiber quickly (rotation speed is 285 rpm, revolution speed is 125 rpm) and stir for 3 minutes;
4)装模,在标准养护箱中养护至6h后拆模,测试力学性能。4) Install the mold, cure it in a standard curing box for 6 hours, then remove the mold and test the mechanical properties.
制备步骤1)、2)、3)和4)的整个过程为8分钟。The entire process of preparation steps 1), 2), 3) and 4) takes 8 minutes.
实施例4Example 4
本实施例生态高延性水泥基快速修补材料配合比如表5所示:The mixing ratio of ecological high-ductility cement-based rapid repair materials in this embodiment is shown in Table 5:
表5材料配合比(质量份比)Table 5 Material mix ratio (mass ratio)
上述煅烧煤矸石粉的粒径为600目,氧化铝(Al2O3)+氧化硅(SiO2)质量含量为78.4%;河砂粒径为0.06~1.18mm,细度模数是1.71;早强剂是碳酸锂;纤维是聚乙烯醇纤维和聚丙烯纤维的复合,聚乙烯醇纤维长度是12mm,聚丙烯纤维长度为8mm,聚乙烯醇纤维弹性模量是35GPa,抗拉强度1200MPa,聚丙烯纤维弹性模量是32GPa,抗拉强度1000MPa;减水剂是固体状聚羧酸减水剂。The particle size of the above-mentioned calcined coal gangue powder is 600 mesh, the mass content of alumina (Al 2 O 3 ) + silicon oxide (SiO 2 ) is 78.4%; the particle size of river sand is 0.06~1.18mm, and the fineness modulus is 1.71; The early strength agent is lithium carbonate; the fiber is a composite of polyvinyl alcohol fiber and polypropylene fiber. The length of polyvinyl alcohol fiber is 12mm, the length of polypropylene fiber is 8mm, the elastic modulus of polyvinyl alcohol fiber is 35GPa, and the tensile strength is 1200MPa. The elastic modulus of polypropylene fiber is 32GPa and the tensile strength is 1000MPa; the water-reducing agent is a solid polycarboxylate water-reducing agent.
制备步骤如下:The preparation steps are as follows:
1)将硫铝酸盐水泥、煅烧煤矸石粉、粉煤灰、减水剂、早强剂碳酸锂、河砂慢速(自转转速为140转/分钟,公转转速为62转/分钟)搅拌1分30秒;1) Stir sulphoaluminate cement, calcined coal gangue powder, fly ash, water reducing agent, early strength agent lithium carbonate, and river sand at slow speed (rotation speed is 140 rpm, revolution speed is 62 rpm) 1 minute and 30 seconds;
2)将水加入搅拌机中,快速(自转转速为285转/分钟,公转转速为125转/分钟)搅拌3分钟;2) Add water to the mixer and mix quickly (rotation speed is 285 rpm, revolution speed is 125 rpm) for 3 minutes;
3)加纤维快速(自转转速为285转/分钟,公转转速为125转/分钟)搅拌3分钟;3) Add fiber quickly (rotation speed is 285 rpm, revolution speed is 125 rpm) and stir for 3 minutes;
4)装模,在标准养护箱中养护至6h后拆模,测试力学性能。4) Install the mold, cure it in a standard curing box for 6 hours, then remove the mold and test the mechanical properties.
制备步骤1)、2)、3)和4)的整个过程为7分30秒。The entire process of preparation steps 1), 2), 3) and 4) lasts 7 minutes and 30 seconds.
对比例:Comparative ratio:
本对比例生态高延性水泥基快速修补材料配合比如表6所示:The mixing ratio of ecological high-ductility cement-based rapid repair materials in this comparative example is shown in Table 6:
表6材料配合比(质量份比)Table 6 Material mix ratio (mass ratio)
上述河砂粒径为0.06~1.18mm,细度模数是1.22;早强剂是碳酸锂;纤维是聚乙烯醇纤维,长度是12mm,弹性模量是35GPa,抗拉强度1200MPa;减水剂是液体状聚羧酸减水剂。The particle size of the above-mentioned river sand is 0.06~1.18mm, the fineness modulus is 1.22; the early strength agent is lithium carbonate; the fiber is polyvinyl alcohol fiber, the length is 12mm, the elastic modulus is 35GPa, and the tensile strength is 1200MPa; the water-reducing agent It is a liquid polycarboxylate water-reducing agent.
制备步骤如下:The preparation steps are as follows:
1)将硫铝酸盐水泥、粉煤灰、早强剂碳酸锂、河砂慢速(自转转速为140转/分钟,公转转速为62转/分钟)搅拌2分钟;1) Stir sulphoaluminate cement, fly ash, early strength agent lithium carbonate, and river sand at slow speed (rotation speed is 140 rpm, revolution speed is 62 rpm) for 2 minutes;
2)将减水剂与水混合加入搅拌机中,快速(自转转速为285转/分钟,公转转速为125转/分钟)搅拌3分钟;2) Mix the water-reducing agent and water into the mixer, and mix quickly (rotation speed is 285 rpm, revolution speed is 125 rpm) for 3 minutes;
3)加纤维快速(自转转速为285转/分钟,公转转速为125转/分钟)搅拌2分钟;3) Add fiber quickly (rotation speed is 285 rpm, revolution speed is 125 rpm) and stir for 2 minutes;
4)装模,在标准养护箱中养护至6h后拆模,测试力学性能。4) Install the mold, cure it in a standard curing box for 6 hours, then remove the mold and test the mechanical properties.
制备步骤1)、2)、3)和4)的整个过程为7分钟。The entire process of preparation steps 1), 2), 3) and 4) takes 7 minutes.
表7生态高延性水泥基快速修补材料标准养护6h后的抗压强度Table 7 Compressive strength of ecological high-ductility cement-based rapid repair materials after standard curing for 6 hours
实施例1~4和对比例中生态高延性水泥基快速修补材料的标准养护6h后的抗压强度如表7所示,虽然采用煅烧煤矸石粉部分替换水泥降低了修补材料的抗压强度,但实施例1~4中抗压强度均大于40MPa,满足路桥面混凝土铺装层的强度要求。The compressive strength of the ecological high-ductility cement-based rapid repair materials in Examples 1 to 4 and the comparative example after standard curing for 6 hours is shown in Table 7. Although the partial replacement of cement with calcined coal gangue powder reduces the compressive strength of the repair material, However, the compressive strengths in Examples 1 to 4 are all greater than 40MPa, which meets the strength requirements of concrete pavement layers on road and bridge decks.
表8生态高延性水泥基快速修补材料标准养护6h后的极限延伸率Table 8 Ultimate elongation of ecological high-ductility cement-based rapid repair materials after standard curing for 6 hours
注:表8中极限延伸率的提升效果是以对比例中测试结果为基准进行比较Note: The improvement effect of ultimate elongation in Table 8 is compared based on the test results in the comparative example.
对比实施例1~4和对比例中生态高延性水泥基快速修补材料标准养护6h后的极限延伸率如表8所示,采用煅烧煤矸石粉部分替换水泥降低了修补材料强度,根据高延性水泥基复合材料的微观力学设计方法,当基体强度较低时,有助于纤维缓慢拔出,可以提高修补材料的极限延伸率。说明煅烧煤矸石粉可以替换水泥制备生态高延性水泥基快速修补材料,经过合理配合比优化设计,可以保证修补材料在满足强度等级要求下,具有高延性,而且可以提高煤矸石的高值化利用率,节约水泥。The ultimate elongation of the ecological high-ductility cement-based rapid repair materials in Comparative Examples 1 to 4 and Comparative Examples after standard curing for 6 hours is shown in Table 8. Partial replacement of cement with calcined coal gangue powder reduces the strength of the repair material. According to the high-ductility cement The micromechanical design method of matrix composite materials helps the fibers to be pulled out slowly when the matrix strength is low, which can increase the ultimate elongation of the repair material. It shows that calcined coal gangue powder can replace cement to prepare ecological high-ductility cement-based rapid repair materials. After reasonable mix ratio optimization design, it can ensure that the repair materials have high ductility while meeting the strength grade requirements, and can improve the high-value utilization of coal gangue. efficiency and save cement.
以上所述,仅为本发明的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本领域的技术人员在本发明所揭露的技术范围内,可不经过创造性劳动想到的变化或替换,都应涵盖在本发明的保护范围之内。因此,本发明的保护范围应该以权利要求书所限定的保护范围为准。The above are only specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto. Any person familiar with the art may think of changes or modifications within the technical scope disclosed in the present invention without creative efforts. All substitutions are within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the protection scope defined by the claims.
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202211628099.0A CN115745536B (en) | 2022-12-16 | 2022-12-16 | Ecological high-ductility cement-based rapid repair material prepared from calcined gangue powder and method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202211628099.0A CN115745536B (en) | 2022-12-16 | 2022-12-16 | Ecological high-ductility cement-based rapid repair material prepared from calcined gangue powder and method |
Publications (2)
Publication Number | Publication Date |
---|---|
CN115745536A CN115745536A (en) | 2023-03-07 |
CN115745536B true CN115745536B (en) | 2023-12-22 |
Family
ID=85346523
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202211628099.0A Active CN115745536B (en) | 2022-12-16 | 2022-12-16 | Ecological high-ductility cement-based rapid repair material prepared from calcined gangue powder and method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN115745536B (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN119409463A (en) * | 2024-11-01 | 2025-02-11 | 上海培宏公路养护技术有限公司 | Quick-hardening cement-based bridge deck pavement material and preparation method thereof |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103387356A (en) * | 2013-07-25 | 2013-11-13 | 东南大学 | Engineered cementitious composite (ECC) repairing material and preparation method thereof |
CN104211358A (en) * | 2014-09-11 | 2014-12-17 | 中国中材国际工程股份有限公司 | Rapid-hardening early strength high-ductility cement-based composite material and preparation method thereof |
CN114262198A (en) * | 2021-12-16 | 2022-04-01 | 四川聚力建材科技有限公司 | Rapid curing and complex doping system grouting material for subway engineering and preparation method thereof |
-
2022
- 2022-12-16 CN CN202211628099.0A patent/CN115745536B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103387356A (en) * | 2013-07-25 | 2013-11-13 | 东南大学 | Engineered cementitious composite (ECC) repairing material and preparation method thereof |
CN104211358A (en) * | 2014-09-11 | 2014-12-17 | 中国中材国际工程股份有限公司 | Rapid-hardening early strength high-ductility cement-based composite material and preparation method thereof |
CN114262198A (en) * | 2021-12-16 | 2022-04-01 | 四川聚力建材科技有限公司 | Rapid curing and complex doping system grouting material for subway engineering and preparation method thereof |
Also Published As
Publication number | Publication date |
---|---|
CN115745536A (en) | 2023-03-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2022099935A1 (en) | Ultrahigh molecular weight fiber-emulsified asphalt modified high-toughness geopolymer grouting material, preparation method therefor and application thereof | |
CN102199022A (en) | Self-compacting and frost thawing resistance concrete | |
CN107337405A (en) | A kind of high-performance for wet seam expands hybrid fiber concrete material and preparation method thereof | |
CN110627439A (en) | A kind of ultra-high performance concrete in the transition zone of expansion joints and its preparation method | |
CN105481308A (en) | Hybrid fiber regenerated concrete, and preparation thereof | |
CN108529951A (en) | A kind of reinforced anti-crack self-healing concrete and preparation method thereof | |
CN104762861A (en) | Semi-flexible pavement based on cold-recycling base of bituminous pavement and construction method of semi-flexible pavement | |
CN110981329A (en) | Fiber-reinforced cement fly ash stabilized fully recycled brick-concrete aggregate pavement base material and preparation method thereof | |
CN109369121A (en) | A kind of manufacturing technology of high elastic modulus fiber self-stressed recycled concrete | |
CN110498647A (en) | A fiber-reinforced recycled fine aggregate cement-based composite material | |
CN106477982A (en) | Cement concrete for the wet seam of simple-supported thencontinuous bridge and preparation method thereof | |
CN110593044A (en) | A kind of sisal fiber reinforced cement-based composite pavement road | |
CN101985393A (en) | Steel fiber/polymer fiber dual-fiber reinforced concrete and preparation method thereof | |
CN103864385A (en) | Self-compacting concrete of fiber-reinforced polymer for assembly hollow plate bridge hinge joint | |
CN106904870A (en) | A kind of natural fiber reinforced epoxy base concrete and preparation method and application | |
CN115745536B (en) | Ecological high-ductility cement-based rapid repair material prepared from calcined gangue powder and method | |
CN111499318B (en) | Semi-rigid building solid waste self-maintenance roadbed and preparation method and application thereof | |
CN103044936B (en) | A kind of gangue asphalt modifier, modified asphalt mixture and preparation method thereof | |
CN114853390B (en) | Modified emulsified asphalt cold-mixing repeated regeneration aggregate pavement patching material and preparation method thereof | |
CN117756485A (en) | Anti-disturbance concrete and preparation method thereof | |
CN111499240A (en) | A kind of red mud fiber composite material, its preparation method and application in modified asphalt | |
CN115991591B (en) | Ecological high-ductility cement-based rapid repair material prepared from gangue solid waste and method | |
CN117125955A (en) | Quick hardening early strength material applied to emulsified asphalt slurry seal layer and preparation method thereof | |
CN214831604U (en) | Sisal fiber ECC (error correction code) coated asphalt layer composite pavement | |
CN1844030A (en) | Quick repairing agent for cement concrete |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |