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CN104016613B - A kind ofly improve additive of filling in mine slip degree of mobilization and preparation method thereof - Google Patents

A kind ofly improve additive of filling in mine slip degree of mobilization and preparation method thereof Download PDF

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CN104016613B
CN104016613B CN201410275390.3A CN201410275390A CN104016613B CN 104016613 B CN104016613 B CN 104016613B CN 201410275390 A CN201410275390 A CN 201410275390A CN 104016613 B CN104016613 B CN 104016613B
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CN104016613A (en
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周爱民
宋嘉栋
张友轩
宋兴
袁雪梅
王长军
詹进
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Changsha Institute of Mining Research Co Ltd
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Abstract

The present invention relates to and a kind ofly improve additive of filling in mine slip degree of mobilization and preparation method thereof, be prepared from by following raw materials according by weight percentage: beta-naphthalenesulfonic-acid salt formaldehyde condensation products 35% ~ 45%, polyvinyl alcohol 2% ~ 5%, calglucon 4% ~ 10%, Tai-Ace S 150 1% ~ 2%, citric acid 15% ~ 18%, water 20% ~ 42%.Additive of the present invention can meet mobility and early strength requirement simultaneously, because volume is low, also can reduce the consumption of obturator cement.

Description

一种提高矿山充填料浆流动度的添加剂及其制备方法An additive for improving the fluidity of mine filling slurry and its preparation method

技术领域 technical field

本发明涉及矿山充填材料中的一种新型添加剂,具体涉及一种用于提高矿山充填料浆流动度的添加剂。 The invention relates to a novel additive in mine filling materials, in particular to an additive for improving the fluidity of mine filling slurry.

背景技术 Background technique

充填采矿技术在矿山开采中应用越来越广,在实际充填过程中,充填料浆在一定的泵压下由管道输送到空区,由于充填料浆的泌水性,往往易堵塞泵送管道。改善充填料浆的输送性能(提高料浆的流动度),显得十分重要。一般充填料浆体主要成分是尾砂或废石、水泥、水,为改善其流动性,往往需要调节加入的水泥和水的量。但在应用过程中,水泥和水的掺量大小对充填强度和流动性的影响是相互矛盾的。 Filling mining technology is more and more widely used in mine mining. In the actual filling process, the filling slurry is transported to the empty area by the pipeline under a certain pump pressure. Due to the bleeding property of the filling slurry, the pumping pipeline is often blocked. It is very important to improve the conveying performance of the filling slurry (increase the fluidity of the slurry). Generally, the main components of filling slurry are tailings or waste rock, cement, and water. In order to improve its fluidity, it is often necessary to adjust the amount of cement and water added. However, in the application process, the influence of the amount of cement and water on the filling strength and fluidity is contradictory.

要同时满足强度和流动性要求,必须加入合适的添加剂。由于充填料浆存在体积大、浓度低、水泥掺量低等特点。针对充填体的这些特性,现有的添加剂存在掺量大,成本高,虽然能够提高其流动性,但是充填料浆早期强度不理想等缺点。 To meet both strength and fluidity requirements, suitable additives must be added. Because the filling slurry has the characteristics of large volume, low concentration and low cement content. In view of these characteristics of the filling body, the existing additives have the disadvantages of large dosage, high cost, and although the fluidity can be improved, the early strength of the filling slurry is not ideal.

发明内容 Contents of the invention

本发明的目的是提供一种用于矿山充填料浆、能够同时满足流动性和早期强度要求的添加剂。 The purpose of the present invention is to provide an additive for mine filling slurry that can meet the fluidity and early strength requirements at the same time.

本发明提供的提高矿山充填料浆流动度的添加剂,由按重量百分比计的下列原料制备而成:β-萘磺酸盐甲醛缩合物35%~45%,聚乙烯醇2%~5%,葡萄糖酸钙4%~10%,硫酸铝1%~2%,柠檬酸15%~18%,水20%~42%,合计100%。 The additive for improving the fluidity of mine filling slurry provided by the present invention is prepared from the following raw materials by weight percentage: 35%~45% of β-naphthalenesulfonate formaldehyde condensate, 2%~5% of polyvinyl alcohol, Calcium gluconate 4%~10%, aluminum sulfate 1%~2%, citric acid 15%~18%, water 20%~42%, total 100%.

上述添加剂的制备方法,包括下述步骤: The preparation method of above-mentioned additive, comprises the steps:

(1)按照所述重量百分比,将水加入反应釜,再加入β-萘磺酸盐甲醛缩合物、聚乙烯醇和葡萄糖酸钙,搅拌反应; (1) Add water to the reactor according to the weight percentage, then add β-naphthalenesulfonate formaldehyde condensate, polyvinyl alcohol and calcium gluconate, and stir to react;

(2)缓慢添加硫酸铝,搅拌溶解、反应; (2) Slowly add aluminum sulfate, stir to dissolve and react;

(3)加入柠檬酸进行反应,冷却制得所述添加剂;所述步骤(1)、(2)和(3)的反应保持温度为80℃~85℃。 (3) adding citric acid for reaction, and cooling to prepare the additive; the reaction temperature of the steps (1), (2) and (3) is maintained at 80°C to 85°C.

步骤(1)搅拌反应优选20~40分钟。步骤(2)搅拌溶解、反应优选0.8~1.2小时。步骤(3)反应优选3~5小时。 Step (1) Stirring reaction is preferably 20-40 minutes. Step (2) Stir to dissolve, preferably react for 0.8-1.2 hours. The reaction in step (3) is preferably 3 to 5 hours.

上述添加剂在提高矿山充填料浆流动度中的应用,添加剂的加入质量为水泥用量的0.2%~0.5%。 The above-mentioned additives are used in improving the fluidity of mine filling slurry, and the added quality of the additives is 0.2%~0.5% of the cement dosage.

β-萘磺酸盐甲醛缩合物是一种阴离子型表面活性剂,加入到尾砂水泥浆中后,能吸附在水泥颗粒表面,形成憎水基向内,亲水基向外的一层吸附层,由于亲水基带负电荷,相当于浆体中每个水泥颗粒表面带相同的电荷,由于同性电荷相互排斥使原本不稳固的浆体结构解体,释放出包裹的自由水,从而大幅度增加其流动性。聚乙烯醇可通过桥连作用使充填料浆不产生沉降和泌水现象。通过以上作用,可有效改善充填料浆的输送性能,提高料浆的流动度。 β-naphthalene sulfonate formaldehyde condensate is an anionic surfactant. After being added to tailings cement slurry, it can be adsorbed on the surface of cement particles to form a layer of adsorption with hydrophobic groups inward and hydrophilic groups outward. layer, because the hydrophilic group is negatively charged, which is equivalent to the same charge on the surface of each cement particle in the slurry, and the original unstable slurry structure is disintegrated due to the mutual repulsion of the same-sex charges, releasing the wrapped free water, thereby greatly increasing its mobility. Polyvinyl alcohol can prevent the filling slurry from settling and bleeding through bridging. Through the above functions, the conveying performance of the filling slurry can be effectively improved, and the fluidity of the slurry can be improved.

本发明添加剂是褐色液体,在配置充填料浆时加入,加入质量为水泥用量的0.2%~0.5%。具体掺量根据充填料浆流动性的增加值和充填体强度决定。使用本发明添加剂后,可提高料浆浓度,同时减小灰砂比,提高充填体的早期强度,使充填料浆能够快速达到强度要求。此外,本发明添加剂由于掺量低,还可减少充填体水泥的用量。据估算,每吨料浆可减少水泥用量60kg,经济效益可观。 The additive of the present invention is a brown liquid, which is added when preparing the filling slurry, and the added quality is 0.2% to 0.5% of the amount of cement. The specific dosage is determined according to the fluidity increase value of the filling slurry and the strength of the filling body. After using the additive of the invention, the slurry concentration can be increased, the lime-sand ratio can be reduced at the same time, the early strength of the filling body can be improved, and the filling slurry can quickly meet the strength requirement. In addition, due to the low dosage of the additive of the present invention, it can also reduce the amount of cement used in the filling body. It is estimated that cement consumption can be reduced by 60kg per ton of slurry, and the economic benefits are considerable.

具体实施方式 detailed description

本发明所用β-萘磺酸盐甲醛缩合物(固态)可市购,优选重均分子量为5000~20000;对所述盐的种类没有特殊限制,例如可以为钠盐。本发明对聚乙烯醇的分子量没有特殊要求,一般分子量的范围可以为:110000~130000。以下通过具体实施例对本发明进行详细的说明。 The β-naphthalenesulfonate formaldehyde condensate (solid) used in the present invention is commercially available, preferably with a weight average molecular weight of 5000-20000; there is no special limitation on the type of the salt, for example, it can be a sodium salt. The present invention has no special requirement on the molecular weight of polyvinyl alcohol, and the range of general molecular weight can be: 110000~130000. The present invention will be described in detail below through specific examples.

实施例一 Embodiment one

按重量百分比准备原料:β-萘磺酸盐甲醛缩合物35%、聚乙烯醇2%、葡萄糖酸钙5%、硫酸铝1%、柠檬酸15%、水42%;先将水加入反应釜,再将β-萘磺酸盐甲醛缩合物、聚乙烯醇、葡萄糖酸钙加入,一直保持温度80℃,搅拌反应30分钟,缓慢加入硫酸铝搅拌溶解、反应1小时后,再加柠檬酸反应3小时,冷却得到本发明的添加剂。 Prepare raw materials by weight percentage: β-naphthalene sulfonate formaldehyde condensate 35%, polyvinyl alcohol 2%, calcium gluconate 5%, aluminum sulfate 1%, citric acid 15%, water 42%; first add water to the reactor , then add β-naphthalenesulfonate formaldehyde condensate, polyvinyl alcohol, and calcium gluconate, keep the temperature at 80°C, stir and react for 30 minutes, slowly add aluminum sulfate and stir to dissolve, react for 1 hour, then add citric acid to react 3 hours, cooling to obtain the additive of the present invention.

采用下述方法测试本实施例制备的添加剂的性能,结果见表1、表2。 The following methods were used to test the performance of the additives prepared in this example, and the results are shown in Table 1 and Table 2.

流动度测试:用水泥胶砂流动度测定仪(型号NLD-3)测定其流动度,测定方法如下: Fluidity test: Use a cement mortar fluidity tester (model NLD-3) to measure its fluidity. The measurement method is as follows:

1)将拌好的胶砂试样分两层装入试模,第一层高度为2/3,用小刀在两个方向各划5次,用小刀划10次均匀捣压10次,完毕刮平试模;。 1) Put the mixed plastic sand sample into the test mold in two layers, the height of the first layer is 2/3, use a knife to draw 5 times in two directions, and use a knife to draw 10 times evenly and press it 10 times, and the completion Scratch test mold;.

2)将试模垂直轻轻提起,开动跳桌,30±1s内完成30次跳动; 2) Gently lift the test mold vertically, start the jumping table, and complete 30 jumps within 30±1s;

3)跳动完毕,用卡尺测量胶砂底面直径及与其垂直方向的直径,计算平均值即为该样品的流动度,该试验须在5min内完成。测定结果见表1。 3) After beating, use a caliper to measure the diameter of the bottom surface of the mortar and the diameter perpendicular to it, and calculate the average value as the fluidity of the sample. The test must be completed within 5 minutes. The measurement results are shown in Table 1.

②抗压强度测试: ② Compressive strength test:

采用尾砂、PC32.5水泥,按表2的灰砂比进行配合。按表2质量比在料浆中掺入不同量的实施例1制备的添加剂。搅匀并将它们浇筑在7.07cm×7.07cm×7.07cm三联试模,保证试块浇筑过程中料浆不发生沉淀,采用边搅拌、边注模的浇筑方式。最后用压力机测得试块3天、7天、28天强度,得到单轴抗压强度见表2。 Use tailing sand and PC32.5 cement, and mix them according to the lime-sand ratio in Table 2. Add different amounts of additives prepared in Example 1 in the slurry according to the mass ratio in Table 2. Stir well and pour them in the 7.07cm×7.07cm×7.07cm triple test mold to ensure that the slurry does not precipitate during the pouring process of the test block, and adopt the pouring method of stirring and injecting mold at the same time. Finally, the 3-day, 7-day, and 28-day strength of the test block was measured with a press, and the uniaxial compressive strength is shown in Table 2.

表1流动度测试结果 Table 1 fluidity test results

表2充填体强度测试结果 Table 2 Filling body strength test results

由表可知,加入本产品后可大幅度提高其流动性,而且能提高充填体早期强度。作为对比,本发明人还研究了添加剂为β-萘磺酸盐甲醛缩合物和聚乙烯醇两种物质混合(质量配比35:2)时充填体流动度及强度。结果见表3、表4。 It can be seen from the table that adding this product can greatly improve its fluidity, and can also improve the early strength of the filling body. As a comparison, the inventors also studied the fluidity and strength of the filling body when the additives are β-naphthalene sulfonate formaldehyde condensate and polyvinyl alcohol (mass ratio 35:2). The results are shown in Table 3 and Table 4.

表3流动度测试结果 Table 3 fluidity test results

表4充填体强度测试结果 Table 4 Filling body strength test results

由表1~4对比可知:添加剂为β-萘磺酸盐甲醛缩合物和聚乙烯醇两种物质时,虽可提高充填体流动度,但不能提高充填体早期强度。本发明可达到既提高流动度又提高早期强度的理想效果。 From the comparison of Tables 1 to 4, it can be seen that when the additives are β-naphthalenesulfonate formaldehyde condensate and polyvinyl alcohol, although the fluidity of the filling body can be improved, the early strength of the filling body cannot be improved. The invention can achieve the ideal effect of improving both fluidity and early strength.

实施例二 Embodiment two

按重量比按重量百分比准备原料:β-萘磺酸盐甲醛缩合物45%、聚乙烯醇5%、葡萄糖酸钙10%、硫酸铝2%、柠檬酸18%、水20%;先将水加入反应釜,再将β-萘磺酸盐甲醛缩合物、聚乙烯醇、葡萄糖酸钙加入,一直保持温度85℃,搅拌反应30分钟,缓慢加入硫酸铝搅拌溶解、反应1小时后,再加柠檬酸反应5小时,冷却得到本发明的添加剂。 Prepare raw materials by weight percentage: β-naphthalene sulfonate formaldehyde condensate 45%, polyvinyl alcohol 5%, calcium gluconate 10%, aluminum sulfate 2%, citric acid 18%, water 20%; Add to the reaction kettle, then add β-naphthalenesulfonate formaldehyde condensate, polyvinyl alcohol, calcium gluconate, keep the temperature at 85°C, stir and react for 30 minutes, slowly add aluminum sulfate and stir to dissolve, react for 1 hour, then add Citric acid was reacted for 5 hours and cooled to obtain the additive of the present invention.

按实施例1的方法测试本实施例制备的添加剂的性能,测试结果见表5和表6。 The performance of the additive prepared in this example was tested according to the method of Example 1, and the test results are shown in Table 5 and Table 6.

表5 table 5

表6 Table 6

Claims (7)

1. one kind is improved the additive of filling in mine slip degree of mobilization, it is characterized in that being prepared from by following raw materials according by weight percentage: beta-naphthalenesulfonic-acid salt formaldehyde condensation products 35% ~ 45%, polyvinyl alcohol 2% ~ 5%, calglucon 4% ~ 10%, Tai-Ace S 150 1% ~ 2%, citric acid 15% ~ 18%, water 20% ~ 42%, adds up to 100%; It is prepared from by following step:
(1) according to described weight percent, water is added reactor, then add beta-naphthalenesulfonic-acid salt formaldehyde condensation products, polyvinyl alcohol and calglucon, stirring reaction;
(2) slowly Tai-Ace S 150 is added, stirring and dissolving, reaction;
(3) add citric acid to react, the obtained described additive of cooling;
The reaction of described step (1), (2) and (3) keeps temperature to be 80 DEG C ~ 85 DEG C.
2. additive according to claim 1, is characterized in that the weight-average molecular weight of beta-naphthalenesulfonic-acid salt formaldehyde condensation products is 5000 ~ 20000.
3. a preparation method for additive described in claim 1 or 2, comprises the steps:
(1) according to described weight percent, water is added reactor, then add beta-naphthalenesulfonic-acid salt formaldehyde condensation products, polyvinyl alcohol and calglucon, stirring reaction;
(2) slowly Tai-Ace S 150 is added, stirring and dissolving, reaction;
(3) add citric acid to react, the obtained described additive of cooling;
The reaction of described step (1), (2) and (3) keeps temperature to be 80 DEG C ~ 85 DEG C.
4. preparation method according to claim 3, is characterized in that step (1) stirring reaction 20 ~ 40 minutes.
5. the preparation method according to claim 3 or 4, is characterized in that step (2) stirring and dissolving, reaction 0.8 ~ 1.2 hour.
6. preparation method according to claim 5, is characterized in that step (3) reaction 3 ~ 5 hours.
7. additive described in claim 1 or 2 is improving the application in filling in mine slip degree of mobilization, add that quality is cement consumption 0.2% ~ 0.5% of additive.
CN201410275390.3A 2014-06-19 2014-06-19 A kind ofly improve additive of filling in mine slip degree of mobilization and preparation method thereof Expired - Fee Related CN104016613B (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1270150A (en) * 1999-04-14 2000-10-18 济南华迪有限责任公司 Composite additive for concrete
CN1559964A (en) * 2004-02-26 2005-01-05 同济大学 Slump Loss Controlled High Performance Concrete Pumping Agent
JP4206032B2 (en) * 2003-11-21 2009-01-07 日本植生株式会社 Mortar material or concrete material spraying method
CN102923991A (en) * 2012-10-23 2013-02-13 王建东 Concrete multifunctional corrosion remover and preparation method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1270150A (en) * 1999-04-14 2000-10-18 济南华迪有限责任公司 Composite additive for concrete
JP4206032B2 (en) * 2003-11-21 2009-01-07 日本植生株式会社 Mortar material or concrete material spraying method
CN1559964A (en) * 2004-02-26 2005-01-05 同济大学 Slump Loss Controlled High Performance Concrete Pumping Agent
CN102923991A (en) * 2012-10-23 2013-02-13 王建东 Concrete multifunctional corrosion remover and preparation method thereof

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