CN1858019A - Self compacting high strength mortar - Google Patents
Self compacting high strength mortar Download PDFInfo
- Publication number
- CN1858019A CN1858019A CN 200610027202 CN200610027202A CN1858019A CN 1858019 A CN1858019 A CN 1858019A CN 200610027202 CN200610027202 CN 200610027202 CN 200610027202 A CN200610027202 A CN 200610027202A CN 1858019 A CN1858019 A CN 1858019A
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- Prior art keywords
- self
- cement
- strength mortar
- compacting high
- high strength
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- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 26
- 239000000843 powder Substances 0.000 claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 24
- 239000004575 stone Substances 0.000 claims abstract description 17
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 15
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 13
- 229910021487 silica fume Inorganic materials 0.000 claims abstract description 13
- 239000011398 Portland cement Substances 0.000 claims abstract description 11
- 229920005646 polycarboxylate Polymers 0.000 claims abstract description 3
- 239000004568 cement Substances 0.000 claims description 19
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 18
- 239000004576 sand Substances 0.000 claims description 15
- 239000004566 building material Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 description 15
- 239000000203 mixture Substances 0.000 description 7
- 239000008030 superplasticizer Substances 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000002994 raw material Substances 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 239000004567 concrete Substances 0.000 description 5
- 230000000052 comparative effect Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000002360 preparation method Methods 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- 230000009191 jumping Effects 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 229910021532 Calcite Inorganic materials 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 239000011376 self-consolidating concrete Substances 0.000 description 1
- 239000003469 silicate cement Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
技术领域technical field
本发明属于建筑材料技术领域,具体涉及一种自密实高强砂浆,可以用作灌浆料。The invention belongs to the technical field of building materials, and in particular relates to a self-compacting high-strength mortar, which can be used as a grouting material.
背景技术Background technique
近年来,密筋配置的钢筋混凝土结构的应用越来越多,由于钢筋间距很小,浇筑这样的混凝土结构不便于振捣,需要使用有自密实功能的混凝土,因此,全世界自密实混凝土的应用增长迅速。在钢混结构连续桥梁的剪力钉预留孔处,钢筋与剪力钉交织,钢筋间距更小,最小钢筋间距可能不到15mm。按照钢筋混凝土对骨料最大粒径小于最小钢筋间距3/4的要求(可以振捣的情况),最大骨料粒径应该小于11mm。在钢筋间距这样小、不能振捣的情况下,直接使用无粗骨料的自密实砂浆更为合适。In recent years, the application of reinforced concrete structures with dense bars has been increasing. Due to the small spacing between steel bars, it is not convenient to vibrate such concrete structures when pouring, and it is necessary to use concrete with self-compacting functions. Therefore, self-compacting concrete in the world Applications are growing rapidly. In the reserved holes for shear studs of continuous bridges with reinforced concrete structures, the steel bars and shear nails are interlaced, and the spacing between the steel bars is smaller, and the minimum spacing between the steel bars may be less than 15 mm. According to the requirements of reinforced concrete that the maximum aggregate particle size is less than 3/4 of the minimum steel bar spacing (in the case of vibrating), the maximum aggregate particle size should be less than 11mm. In the case of such a small spacing between steel bars that cannot be vibrated, it is more appropriate to directly use self-compacting mortar without coarse aggregate.
自密实砂浆也可以称之为灌浆料,灌浆料在工业设备安装的二次灌浆中已经有广泛的应用。但是,这些灌浆料往往使用特殊水泥和特殊细骨料,价格比较贵;另一方面,这些灌浆料往往流动度损失很快,要求随拌随用,更不适合较大批量的混合和输送。Self-compacting mortar can also be called grouting material, which has been widely used in the secondary grouting of industrial equipment installation. However, these grouting materials often use special cement and special fine aggregate, and the price is relatively expensive; on the other hand, these grouting materials often lose fluidity quickly and require mixing and use, and are not suitable for mixing and conveying in large batches.
发明内容Contents of the invention
本发明的目的在于提出一种具有补偿收缩或微膨胀功能,而且价格低廉的砂浆,可以用于钢混桥梁预留孔浇筑的自密实高强砂浆。The object of the present invention is to provide a self-compacting high-strength mortar that has the function of compensating shrinkage or micro-expansion and is cheap, and can be used for pouring reserved holes of steel-concrete bridges.
本发明提出的自密实高强砂浆,由水泥、石粉、硅灰、膨胀剂、减水剂组成,各组分的重量百分比为:The self-compacting high-strength mortar proposed by the present invention is composed of cement, stone powder, silica fume, expansion agent and water reducer, and the weight percentage of each component is:
组分 重量百分比Components % by weight
水泥 20%~30%Cement 20%~30%
石粉 8%~12%Stone powder 8%~12%
硅灰 1.2%~2.1%Silica fume 1.2%~2.1%
UEA膨胀剂 2%~4.5%UEA expansion agent 2%~4.5%
直径为0~2.5mm黄砂 32%~48%Yellow sand with a diameter of 0~2.5mm 32%~48%
减水剂 0.50%~0.84%Water reducing agent 0.50%~0.84%
水 6.8%~13.6%,Water 6.8%~13.6%,
其总量满足100%。The total amount thereof satisfies 100%.
本发明中,所述水泥为硅酸盐水泥或普通硅酸盐之一种。In the present invention, the cement is one of Portland cement or ordinary Portland.
本发明中,所述石粉为双飞粉,或称为重质碳酸钙,或称为方解石粉,细度为300目。In the present invention, the stone powder is Shuangfei powder, or heavy calcium carbonate, or calcite powder, with a fineness of 300 mesh.
本发明中,所述减水剂为聚羧酸盐减水剂。In the present invention, the water reducer is a polycarboxylate water reducer.
本发明的制备方法可以分为以下2种:Preparation method of the present invention can be divided into following 2 kinds:
(1)临时配制法:按比例准确称取原料,将减水剂与水混合备用,将黄砂、水泥、石粉、硅灰和UEA膨胀剂加入混合机,干搅拌1-3分钟,然后将掺有减水剂的水加入到搅拌机内,搅拌2~4分钟,即得所需产品。临时配制法适合于大批量使用的情形,既可以现场配制,也可以通过工厂配制后运往工地使用(运输距离小于1小时)。(1) Temporary preparation method: Weigh the raw materials accurately according to the proportion, mix the water reducer and water for later use, add yellow sand, cement, stone powder, silica fume and UEA expansion agent into the mixer, dry stir for 1-3 minutes, and then mix the mixed Add the water with superplasticizer into the mixer and stir for 2-4 minutes to get the desired product. The temporary preparation method is suitable for the situation of large-scale use, which can be prepared on site or transported to the construction site after being prepared in the factory (the transportation distance is less than 1 hour).
(2)预制干混砂浆法:按比例准确称取原料,将黄砂需经过干燥处理,然后将黄砂、水泥、石粉、硅灰和UEA膨胀剂加入混合机中,搅拌10~20分钟,制成干混料,按照一定规格进行定量包装,包装须具有防潮功能。在使用现场,将干混料、水、减水剂按比例混合搅拌机中,用电动搅拌机混合均匀,即得所需产品。(2) Prefabricated dry-mixed mortar method: Weigh the raw materials accurately according to the proportion, dry the yellow sand, then add the yellow sand, cement, stone powder, silica fume and UEA expansion agent into the mixer, and stir for 10-20 minutes to make Dry blends are packaged quantitatively according to certain specifications, and the packaging must be moisture-proof. At the site of use, mix the dry mix, water, and water reducer in proportion to the mixer, and mix evenly with an electric mixer to obtain the desired product.
本发明相对于市场的灌浆料,价格低廉,使用方便,便于较大批量混合、输送;如果需要,也可以做成双包装预混料,在现场拌合以后在使用。Compared with the grouting materials in the market, the present invention is cheap, easy to use, and convenient for mixing and transporting in large batches; if necessary, it can also be made into a double-package premixed material, which can be used after being mixed on site.
本发明经有关部门检测,(参见JGJ56-84“混凝土减水剂质量标准和试验方法”中的附录B水泥净浆流动度测定方法),其流动度大于20cm,2小时内流动度基本没有损失,28d抗压强度高达70~90MPa以上的自密实砂浆。The present invention has been tested by relevant departments, (see Appendix B Measuring Method of Fluidity of Cement Net Paste in JGJ56-84 "Quality Standards and Test Methods of Concrete Water Reducer"), its fluidity is greater than 20cm, and there is basically no loss of fluidity within 2 hours , 28d self-compacting mortar with compressive strength as high as 70-90MPa.
本发明具有如下的优点:The present invention has following advantage:
1、由于本发明的自密实砂浆具有较高的流动性,无需振捣,可直接浇筑成型,而且流动度经时损失小(2小时内的流动度基本保持不变),砂浆强度高达70~90MPa,特别适合于密配筋的钢筋混凝土结构。1. Since the self-compacting mortar of the present invention has high fluidity, it can be poured directly without vibrating, and the loss of fluidity over time is small (the fluidity within 2 hours remains basically unchanged), and the mortar strength is as high as 70~ 90MPa, especially suitable for reinforced concrete structures with dense reinforcement.
2、由于本发明采用了硅酸盐水泥和普通硅酸盐水泥以及普通的黄砂,大大降低了砂浆的成本。2. Since the present invention adopts Portland cement, ordinary Portland cement and ordinary yellow sand, the cost of mortar is greatly reduced.
3、由于本发明的原材料全部采用大量生产的市售成品,所以原材料易得,适合于广泛应用。3. Since the raw materials of the present invention are all mass-produced commercially available finished products, the raw materials are easy to obtain and are suitable for wide application.
具体实施方式Detailed ways
以下结合实施例对本发明的技术方案作进一步描述。所有试样成型都没有插实或振捣,只需刮平表面即可。The technical solutions of the present invention will be further described below in conjunction with the examples. All samples were formed without plugging or vibrating, just scraping the surface.
实施例1:使用普通硅酸盐水泥配制的自密实高强砂浆。原材料及规格见表1,材料配比及性能见表2。Example 1: Self-compacting high-strength mortar prepared with ordinary Portland cement. See Table 1 for raw materials and specifications, and Table 2 for material ratios and properties.
表1
表2 使用普通硅酸盐水泥配制的自密实高强砂浆及其比较例
实施例2:使用硅酸盐水泥配制的自密实高强砂浆,所用材料规格及生产厂家见表3,材料配比和性能见表4。Example 2: Self-compacting high-strength mortar prepared with Portland cement. The specifications and manufacturers of the materials used are shown in Table 3. The ratio and performance of the materials are shown in Table 4.
表3
表4 使用硅酸盐水泥配制的自密实高强砂浆及其比较例
实施例3:使用普通硅酸盐水泥,按照预制干混砂浆法配制自密实高强砂浆。原材料规格见表5,干粉配比见表6。Example 3: Using ordinary Portland cement, a self-compacting high-strength mortar was prepared according to the prefabricated dry-mixed mortar method. See Table 5 for raw material specifications, and Table 6 for dry powder ratios.
表5
表6 使用硅酸盐水泥配制的自密实高强砂浆的干粉配比
将干粉、水、减水剂加入搅拌机中,用电动搅拌机混合均匀,然后浇筑试样。砂浆性能见表7。Add dry powder, water, and water reducing agent into the mixer, mix evenly with an electric mixer, and then pour the sample. The properties of the mortar are shown in Table 7.
表7
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100272020A CN100336767C (en) | 2006-06-01 | 2006-06-01 | Self compacting high strength mortar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100272020A CN100336767C (en) | 2006-06-01 | 2006-06-01 | Self compacting high strength mortar |
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| Publication Number | Publication Date |
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| CN1858019A true CN1858019A (en) | 2006-11-08 |
| CN100336767C CN100336767C (en) | 2007-09-12 |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100522865C (en) * | 2007-08-16 | 2009-08-05 | 同济大学 | A kind of self-compacting fiber reinforced active powder concrete and its preparation method |
| CN100532313C (en) * | 2007-08-09 | 2009-08-26 | 同济大学 | A kind of self-compacting active powder concrete and its preparation method |
| CN102503250A (en) * | 2011-09-28 | 2012-06-20 | 中国水利水电第七工程局成都水电建设工程有限公司 | Self-compacting mortar combination and preparation method thereof |
| CN102557557A (en) * | 2012-02-24 | 2012-07-11 | 江苏建筑职业技术学院 | Decoration mortar for external wall thermal insulation system |
| CN105016675A (en) * | 2015-07-03 | 2015-11-04 | 金陵科技学院 | Preparation method for high-mixing-amount waste-glass-powder self-compacting mortar with good volume stability |
| CN109608124A (en) * | 2018-12-10 | 2019-04-12 | 三筑工科技有限公司 | Self-compacting concrete and its preparation method and application |
| CN110451884A (en) * | 2019-08-22 | 2019-11-15 | 北京城建九秋实混凝土有限公司 | A kind of self-compaction jacking concrete and its application |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1084837A (en) * | 1992-09-29 | 1994-04-06 | 同济大学 | High flowability, micro expanding cement grout material |
| CN1061954C (en) * | 1997-04-25 | 2001-02-14 | 西安建筑科技大学 | Composite wet steel-coated grouting filler |
| CN1271696A (en) * | 1999-04-28 | 2000-11-01 | 吴德燕 | High-strength super-fluidized expanding cement grout |
| CN1114574C (en) * | 2000-05-30 | 2003-07-16 | 宝山钢铁股份有限公司 | Ultra early-strength grouting material |
| CN1356286A (en) * | 2000-12-06 | 2002-07-03 | 高京林 | Expandable grout for construction in winter and its preparing process |
| CN1193953C (en) * | 2002-07-25 | 2005-03-23 | 上海隧道工程股份有限公司 | Additive for prestirred self-compacting concrete |
-
2006
- 2006-06-01 CN CNB2006100272020A patent/CN100336767C/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100532313C (en) * | 2007-08-09 | 2009-08-26 | 同济大学 | A kind of self-compacting active powder concrete and its preparation method |
| CN100522865C (en) * | 2007-08-16 | 2009-08-05 | 同济大学 | A kind of self-compacting fiber reinforced active powder concrete and its preparation method |
| CN102503250A (en) * | 2011-09-28 | 2012-06-20 | 中国水利水电第七工程局成都水电建设工程有限公司 | Self-compacting mortar combination and preparation method thereof |
| CN102503250B (en) * | 2011-09-28 | 2013-07-10 | 中国水利水电第七工程局成都水电建设工程有限公司 | Self-compacting mortar combination and preparation method thereof |
| CN102557557A (en) * | 2012-02-24 | 2012-07-11 | 江苏建筑职业技术学院 | Decoration mortar for external wall thermal insulation system |
| CN105016675A (en) * | 2015-07-03 | 2015-11-04 | 金陵科技学院 | Preparation method for high-mixing-amount waste-glass-powder self-compacting mortar with good volume stability |
| CN109608124A (en) * | 2018-12-10 | 2019-04-12 | 三筑工科技有限公司 | Self-compacting concrete and its preparation method and application |
| CN110451884A (en) * | 2019-08-22 | 2019-11-15 | 北京城建九秋实混凝土有限公司 | A kind of self-compaction jacking concrete and its application |
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| CN100336767C (en) | 2007-09-12 |
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