CN102251443A - High molecular composite sleeper and manufacturing method thereof - Google Patents
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- CN102251443A CN102251443A CN2011101022127A CN201110102212A CN102251443A CN 102251443 A CN102251443 A CN 102251443A CN 2011101022127 A CN2011101022127 A CN 2011101022127A CN 201110102212 A CN201110102212 A CN 201110102212A CN 102251443 A CN102251443 A CN 102251443A
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- 241001669679 Eleotris Species 0.000 title claims abstract description 49
- 239000002131 composite material Substances 0.000 title claims abstract description 34
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 16
- 239000004033 plastic Substances 0.000 claims abstract description 52
- 229920003023 plastic Polymers 0.000 claims abstract description 52
- 229920000642 polymer Polymers 0.000 claims abstract description 30
- 239000002699 waste material Substances 0.000 claims abstract description 24
- 239000002245 particle Substances 0.000 claims abstract description 19
- 239000000203 mixture Substances 0.000 claims abstract description 17
- 238000001816 cooling Methods 0.000 claims abstract description 10
- 239000000463 material Substances 0.000 claims abstract description 7
- 238000001125 extrusion Methods 0.000 claims abstract description 6
- 238000003756 stirring Methods 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 238000005260 corrosion Methods 0.000 abstract 1
- 230000007797 corrosion Effects 0.000 abstract 1
- 238000005336 cracking Methods 0.000 abstract 1
- 238000000227 grinding Methods 0.000 abstract 1
- 230000009286 beneficial effect Effects 0.000 description 1
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- 239000002023 wood Substances 0.000 description 1
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Abstract
一种高分子复合轨枕及其制造方法,属于轨道交通领域,解决了传统木轨枕容易腐蚀、环境适应性差,混凝土轨枕弹性不足、道砟破裂粉化问题。该轨枕包括上钢塑土工格栅、下钢塑土工格栅及其四周包围的高分子复合材料。上钢塑土工格栅距离轨枕上表面80±10mm处;下钢塑土工格栅距离轨枕下表面80±10mm处。所述高分子复合材料包括废旧橡胶的质量百分比占45%~55%,塑料颗粒的质量百分比占40%~50%,上、下钢塑土工格栅质量百分比5%。按上述配比取料、粉碎、混合,加热温度至1300℃±50℃,搅拌充分混合;静置冷却800℃±50℃时,热拉拔与模具挤压并生成螺栓孔,冷却到300℃±50℃时,加双层土工格栅冷却成型。橡胶和塑料来源于废弃轮胎和再生塑料,节能环保。
A polymer composite sleeper and a manufacturing method thereof, belonging to the field of rail transit, solve the problems of easy corrosion of traditional wooden sleepers, poor environmental adaptability, insufficient elasticity of concrete sleepers, and cracking and powdering of ballast. The sleeper comprises an upper steel-plastic geogrid, a lower steel-plastic geogrid and polymer composite materials surrounded by them. The upper steel-plastic geogrid is 80±10mm away from the upper surface of the sleeper; the lower steel-plastic geogrid is 80±10mm away from the lower surface of the sleeper. The polymer composite material comprises 45%-55% by mass of waste rubber, 40%-50% by mass of plastic particles, and 5% by mass of the upper and lower steel-plastic geogrids. Take materials according to the above ratio, crush and mix, heat to 1300°C±50°C, stir and mix thoroughly; when standing and cooling at 800°C±50°C, heat drawing and die extrusion to form bolt holes, and cool to 300°C At ±50°C, add double-layer geogrid to cool and form. Rubber and plastics are derived from discarded tires and recycled plastics, energy saving and environmental protection.
Description
技术领域 technical field
本发明涉及一种高分子复合轨枕。适用于轨道交通领域。The invention relates to a polymer composite sleeper. Applicable to rail transit field.
背景技术 Background technique
轨枕是轨道交通重要组成部分,传统轨枕存在缺点是:Sleepers are an important part of rail transit. The disadvantages of traditional sleepers are:
1.传统木枕容易腐烂、开裂、耐久性差、环境适应差;1. Traditional wooden sleepers are easy to rot, crack, have poor durability and poor environmental adaptability;
2.当今使用的混凝土轨枕存在重量大、不易于人工操作,尤其是桥梁、道岔等区域,刚度较大、减振效果不明显,容易造成桥梁板上道砟道床坍塌现象。2. The concrete sleepers used today are heavy and not easy to operate manually, especially in areas such as bridges and turnouts, where the rigidity is relatively high and the vibration reduction effect is not obvious, which may easily cause the ballast bed on the bridge to collapse.
发明内容 Contents of the invention
本发明所要解决的技术问题是,克服现有技术存在的问题,提供一种再生高分子复合轨枕及其制造方法。The technical problem to be solved by the present invention is to overcome the problems existing in the prior art and provide a recycled polymer composite sleeper and its manufacturing method.
本发明解决其技术问题的技术方案:The present invention solves the technical scheme of its technical problem:
一种高分子复合轨枕,该轨枕包括上、下钢塑土工格栅及其四周包围的高分子复合材料。The utility model relates to a polymer composite sleeper, which comprises upper and lower steel-plastic geogrids and polymer composite materials surrounded by them.
上钢塑土工格栅距离轨枕上表面80±10mm处;下钢塑土工格栅距离轨枕下表面80±10mm。The upper steel-plastic geogrid is 80±10mm away from the upper surface of the sleeper; the lower steel-plastic geogrid is 80±10mm away from the lower surface of the sleeper.
所述的高分子复合材料包括废旧橡胶的质量百分比占45%~55%,塑料颗粒的质量百分比占40%~50%,上、下钢塑土工格栅的质量百分比5%。The polymer composite material comprises 45%-55% by mass of waste rubber, 40%-50% by mass of plastic particles, and 5% by mass of the upper and lower steel-plastic geogrids.
一种高分子复合轨枕的制造方法,该制造方法包括以下步骤:A kind of manufacturing method of polymer composite sleeper, this manufacturing method comprises the following steps:
步骤一:高分子复合材料的组分及其质量配比为废旧橡胶质量百分比占50%,塑料颗粒的质量百分比占45%,上、下钢塑土工格栅的质量百分比5%。Step 1: The components and mass ratio of the polymer composite material are 50% by mass of waste rubber, 45% by mass of plastic particles, and 5% by mass of the upper and lower steel-plastic geogrids.
步骤二:按步骤一的组分及配比取料,将粉碎的废旧橡胶与塑料颗粒混合。Step 2: Take materials according to the components and ratio of
步骤三:融化步骤二的混合物,以5°/min速度升温至1300℃±50℃,保持该温度下搅拌5分钟,充分混合。Step 3: Melt the mixture in step 2, heat up to 1300°C±50°C at a speed of 5°/min, keep stirring at this temperature for 5 minutes, and mix thoroughly.
步骤四:静置冷却为800℃±50℃时,热拉拔与轨枕钢模具挤压并生成螺栓孔。Step 4: When standing and cooling to 800°C±50°C, hot drawing and extrusion with the sleeper steel mold to form bolt holes.
步骤五:冷却到300℃±50℃,按上钢塑土工格栅距离轨枕上表面80±10mm处,下钢塑土工格栅距离轨枕下表面80±10mm加入上下土工格栅,冷却成型。Step 5: Cool to 300°C±50°C, add the upper and lower geogrids according to the distance between the upper steel-plastic geogrid and the upper surface of the sleeper 80±10mm, and the lower steel-plastic geogrid at a distance of 80±10mm from the lower surface of the sleeper, and cool and form.
所述的步骤二中将粉碎的废旧橡胶,是指将废旧橡胶粉碎成5~15mm的颗粒。The crushed waste rubber in step 2 refers to crushing the waste rubber into particles of 5-15 mm.
所述的步骤五中的冷却成型是指成型成为中国已公布的标准轨枕。The cooling forming in the step five refers to forming into a standard sleeper that has been published in China.
本发明的有益效果是:The beneficial effects of the present invention are:
提高轨枕性能、延长轨枕使用寿命、节约木材。增强承载能力、增加稳定性。采用材料复合与结构复合双复合结构,能承受大轴重高密度大运量运输要求,提高可靠性和使用寿命,降低生产成本和维护成本。Improve sleeper performance, extend sleeper life, save wood. Enhance carrying capacity and increase stability. The double-composite structure of material composite and structural composite can withstand the transportation requirements of large axle load, high density and large volume, improve reliability and service life, and reduce production cost and maintenance cost.
附图说明 Description of drawings
图1高分子复合轨枕主视图。Fig. 1 Front view of polymer composite sleeper.
图2高分子复合轨枕俯视图。Fig. 2 Top view of polymer composite sleeper.
图中:螺栓孔1、上钢塑土工格栅2、下钢塑土工格栅3、承轨台4。In the figure:
具体实施方式 Detailed ways
结合附图对本发明作进一步说明。The present invention will be further described in conjunction with accompanying drawings.
实施方式一
一种高分子复合轨枕,如图1所示,该轨枕包括上钢塑土工格栅2、下钢塑土工格栅3及其四周包围的高分子复合材料5。A polymer composite sleeper, as shown in FIG. 1 , the sleeper includes an upper steel-plastic geogrid 2 , a lower steel-
上钢塑土工格栅2距离轨枕上表面80mm处;下钢塑土工格栅3距离轨枕下表面80mm。The upper steel-plastic geogrid 2 is 80mm away from the upper surface of the sleeper; the lower steel-
所述的高分子复合材料5包括废旧橡胶的质量百分比占50%,塑料颗粒的质量百分比占45%,上、下钢塑土工格栅的质量百分比5%。The polymer composite material 5 includes 50% by mass of waste rubber, 45% by mass of plastic particles, and 5% by mass of the upper and lower steel-plastic geogrids.
一种高分子复合轨枕的制造方法,该制造方法包括以下步骤:A kind of manufacturing method of polymer composite sleeper, this manufacturing method comprises the following steps:
步骤一:高分子复合材料的组分及其质量配比为废旧橡胶质量百分比占50%,塑料颗粒的质量百分比占45%,上、下钢塑土工格栅的质量百分比5%。Step 1: The components and mass ratio of the polymer composite material are 50% by mass of waste rubber, 45% by mass of plastic particles, and 5% by mass of the upper and lower steel-plastic geogrids.
步骤二:按步骤一的组分及配比取料,将粉碎的废旧橡胶与塑料颗粒混合。Step 2: Take materials according to the components and ratio of
步骤三:融化步骤二的混合物,以5°/min速度升温至1350℃,保持该温度下搅拌5分钟,充分混合。Step 3: Melt the mixture in step 2, heat up to 1350°C at a speed of 5°/min, keep stirring at this temperature for 5 minutes, and mix thoroughly.
步骤四:静置冷却为850℃时,热拉拔与轨枕钢模具挤压并生成螺栓孔4。Step 4: When standing and cooling to 850°C, hot drawing and extrusion with a sleeper steel mold to form bolt holes 4 .
步骤五:冷却到350℃,按上钢塑土工格栅2距离轨枕上表面90mm处,下钢塑土工格栅3距离轨枕下表面90mm加入上下土工格栅,冷却成型。Step 5: Cool to 350°C, add the upper and lower geogrids at a distance of 90mm from the upper surface of the sleeper to the upper steel-plastic geogrid 2, and 90mm from the lower surface of the sleeper to the lower steel-
所述的步骤二中将粉碎的废旧橡胶,是指将废旧橡胶粉碎成15mm的颗粒。The crushed waste rubber in the step 2 refers to crushing the waste rubber into 15mm particles.
实施方式二Implementation Mode Two
实施方式二和实施方式一的区别:The difference between Embodiment 2 and Embodiment 1:
一种高分子复合轨枕的上钢塑土工格栅2距离轨枕上表面70mm处;下钢塑土工格栅3距离轨枕下表面70mm。The upper steel-plastic geogrid 2 of a polymer composite sleeper is 70mm away from the upper surface of the sleeper; the lower steel-
一种高分子复合轨枕的制造方法,该制造方法包括以下步骤:A kind of manufacturing method of polymer composite sleeper, this manufacturing method comprises the following steps:
步骤一:高分子复合材料的组分及其质量配比为废旧橡胶质量百分比占55%,塑料颗粒的质量百分比占40%,上、下钢塑土工格栅的质量百分比5%。Step 1: The components and mass ratio of the polymer composite material are 55% by mass of waste rubber, 40% by mass of plastic particles, and 5% by mass of the upper and lower steel-plastic geogrids.
步骤二:按步骤一的组分及配比取料,将粉碎的废旧橡胶与塑料颗粒混合。Step 2: Take materials according to the components and ratio of
步骤三:融化步骤二的混合物,以5°/min速度升温至1250℃,保持该温度下搅拌5分钟,充分混合。Step 3: Melt the mixture in step 2, heat up to 1250°C at a speed of 5°/min, keep stirring at this temperature for 5 minutes, and mix thoroughly.
步骤四:静置冷却为750℃时,热拉拔与轨枕钢模具挤压成型。Step 4: When standing and cooling to 750°C, hot drawing and extrusion molding of the sleeper steel mold.
步骤五:冷却到250℃,加入上下土工格栅至设计位置,冷却成型。Step 5: Cool to 250°C, add the upper and lower geogrids to the designed position, and cool to shape.
所述的步骤二中将粉碎的废旧橡胶,是指将废旧橡胶粉碎成5mm的颗粒。The crushed waste rubber in the step 2 refers to crushing the waste rubber into 5mm particles.
实施方式三Implementation Mode Three
实施方式三和实施方式一的区别:The difference between
一种高分子复合轨枕的上钢塑土工格栅2距离轨枕上表面90mm处;下钢塑土工格栅3距离轨枕下表面90mm。The upper steel-plastic geogrid 2 of a polymer composite sleeper is 90 mm away from the upper surface of the sleeper; the lower steel-
一种高分子复合轨枕的制造方法,该制造方法包括以下步骤:A kind of manufacturing method of polymer composite sleeper, this manufacturing method comprises the following steps:
步骤一:高分子复合材料的组分及其质量配比为废旧橡胶质量百分比占45%,塑料颗粒的质量百分比占50%,上、下钢塑土工格栅的质量百分比5%。Step 1: The components and mass ratio of the polymer composite material are 45% by mass of waste rubber, 50% by mass of plastic particles, and 5% by mass of the upper and lower steel-plastic geogrids.
步骤二:按步骤一的组分及配比取料,将粉碎的废旧橡胶与塑料颗粒混合。Step 2: Take materials according to the components and ratio of
步骤三:融化步骤二的混合物,以5°/min速度升温至1300℃,保持该温度下搅拌5分钟,充分混合。Step 3: Melt the mixture in Step 2, heat up to 1300°C at a speed of 5°/min, keep stirring at this temperature for 5 minutes, and mix thoroughly.
步骤四:静置冷却为800℃时,热拉拔与轨枕钢模具挤压成型。Step 4: When standing and cooling to 800°C, hot drawing and extrusion molding with sleeper steel molds.
步骤五:冷却到300℃,加入上下土工格栅至设计位置,冷却成型。Step 5: Cool to 300°C, add the upper and lower geogrids to the designed position, and cool to shape.
所述的步骤二中将粉碎的废旧橡胶,是指将废旧橡胶粉碎成10mm的颗粒。The crushed waste rubber in the step 2 refers to crushing the waste rubber into 10mm particles.
所述的步骤五中的冷却成型是指成型成为中国已公布的标准轨枕。The cooling forming in the step five refers to forming into a standard sleeper that has been published in China.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014108868A1 (en) * | 2013-01-14 | 2014-07-17 | Greenrail S.R.L. | Composite railway sleeper |
CN108277700A (en) * | 2018-03-10 | 2018-07-13 | 青岛安平轨道工程技术咨询有限公司 | A kind of compound ballastless track system of rail traffic Superimposed |
CN108951309A (en) * | 2018-08-17 | 2018-12-07 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | A kind of rubber grain concrete sleeper |
CN111808353A (en) * | 2020-08-04 | 2020-10-23 | 大连广盛元实业有限公司 | A kind of high-strength composite material for sleepers, its preparation method and application |
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CN1712637A (en) * | 2005-07-21 | 2005-12-28 | 袁强 | Wholly coated rail sleeper and manufacture thereof |
CN101435177A (en) * | 2008-06-13 | 2009-05-20 | 潘成才 | High-density polyethylene railway rail timber sleeper |
CN101649589A (en) * | 2008-06-18 | 2010-02-17 | 潘成才 | Polymer modified new-material railway track sleeper |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
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WO2014108868A1 (en) * | 2013-01-14 | 2014-07-17 | Greenrail S.R.L. | Composite railway sleeper |
EA025408B1 (en) * | 2013-01-14 | 2016-12-30 | Гринрэйл С.Р.Л. | Composite railway sleeper |
US9695554B2 (en) | 2013-01-14 | 2017-07-04 | Greenrail S.R.L. | Composite railway sleeper |
CN108277700A (en) * | 2018-03-10 | 2018-07-13 | 青岛安平轨道工程技术咨询有限公司 | A kind of compound ballastless track system of rail traffic Superimposed |
CN108951309A (en) * | 2018-08-17 | 2018-12-07 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | A kind of rubber grain concrete sleeper |
CN111808353A (en) * | 2020-08-04 | 2020-10-23 | 大连广盛元实业有限公司 | A kind of high-strength composite material for sleepers, its preparation method and application |
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Application publication date: 20111123 |