[go: up one dir, main page]

CN102251443A - High molecular composite sleeper and manufacturing method thereof - Google Patents

High molecular composite sleeper and manufacturing method thereof Download PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
sleeper
plastic
mass
polymer composite
steel
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.)
Pending
Application number
CN2011101022127A
Other languages
Chinese (zh)
Inventor
井国庆
蔡小培
高亮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Jiaotong University
Original Assignee
Beijing Jiaotong University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Beijing Jiaotong University filed Critical Beijing Jiaotong University
Priority to CN2011101022127A priority Critical patent/CN102251443A/en
Publication of CN102251443A publication Critical patent/CN102251443A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Road Paving Structures (AREA)

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。

Figure 201110102212

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.

Figure 201110102212

Description

一种高分子复合轨枕及其制造方法A polymer composite sleeper and its manufacturing method

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 Step 1, and mix the crushed waste rubber and plastic particles.

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: bolt hole 1, upper steel-plastic geogrid 2, lower steel-plastic geogrid 3, rail support platform 4.

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Implementation Mode 1

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-plastic geogrid 3 and polymer composite materials 5 surrounding them.

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-plastic geogrid 3 is 80mm away from the lower surface of the sleeper.

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 Step 1, and mix the crushed waste rubber and plastic particles.

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-plastic geogrid 3, 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-plastic geogrid 3 is 70mm away from the lower surface of the sleeper.

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 Step 1, and mix the crushed waste rubber and plastic particles.

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 Embodiment 3 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-plastic geogrid 3 is 90 mm away from the lower surface of the sleeper.

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 Step 1, and mix the crushed waste rubber and plastic particles.

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.

Claims (4)

1.一种高分子复合轨枕,其特征是:1. A polymer composite sleeper, characterized in that: 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);The sleeper includes an upper steel-plastic geogrid (2), a lower steel-plastic geogrid (3) and polymer composite materials (5) surrounded by them; 上钢塑土工格栅(2)距离轨枕上表面80±10mm处;下钢塑土工格栅(3)距离轨枕下表面80±10mm;The upper steel-plastic geogrid (2) is 80±10mm away from the upper surface of the sleeper; the lower steel-plastic geogrid (3) is 80±10mm away from the lower surface of the sleeper; 所述的高分子复合材料(5)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 (5) 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. 2.一种高分子复合轨枕的制造方法,其特征是,该制造方法包括以下步骤:2. A kind of manufacture method of polymer composite sleeper, it is characterized in that, this manufacture 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%~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%;Step 1: The components of the polymer composite material and their mass proportions are 45% to 55% by mass of waste rubber, 40% to 50% by mass of plastic particles, and 40% to 50% by mass of the upper and lower steel-plastic geogrids. 5%; 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 proportions of Step 1, and mix the crushed waste rubber with plastic particles; 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(4);Step 4: When standing and cooling to 800°C±50°C, hot drawing and extrusion with a sleeper steel mold to form bolt holes (4); 步骤五:冷却到300℃±50℃,按上钢塑土工格栅(2)距离轨枕上表面80±10mm处,下钢塑土工格栅(3)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, press the upper steel-plastic geogrid (2) to be 80±10mm from the upper surface of the sleeper, and the lower steel-plastic geogrid (3) to be 80±10mm from the lower surface of the sleeper to add the upper and lower geogrids grid, cooling and forming. 3.根据权利要求2所述的一种高分子复合轨枕的制造方法,其特征是:3. the manufacture method of a kind of polymer composite sleeper according to claim 2, is characterized in that: 所述的步骤二中所述的粉碎废旧橡胶,是指将废旧橡胶粉碎成5~15mm的颗粒。The crushing of waste rubber in the second step refers to crushing the waste rubber into particles of 5-15 mm. 4.根据权利要求2所述的一种高分子复合轨枕的制造方法,其特征是:4. the manufacture method of a kind of polymer composite sleeper according to claim 2, is characterized in that: 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.
CN2011101022127A 2011-04-22 2011-04-22 High molecular composite sleeper and manufacturing method thereof Pending CN102251443A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011101022127A CN102251443A (en) 2011-04-22 2011-04-22 High molecular composite sleeper and manufacturing method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011101022127A CN102251443A (en) 2011-04-22 2011-04-22 High molecular composite sleeper and manufacturing method thereof

Publications (1)

Publication Number Publication Date
CN102251443A true CN102251443A (en) 2011-11-23

Family

ID=44978991

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011101022127A Pending CN102251443A (en) 2011-04-22 2011-04-22 High molecular composite sleeper and manufacturing method thereof

Country Status (1)

Country Link
CN (1) CN102251443A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
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

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1191874A (en) * 1997-01-27 1998-09-02 李炳杰 Fiber resin composite member composition and manufacturing method thereof
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

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1191874A (en) * 1997-01-27 1998-09-02 李炳杰 Fiber resin composite member composition and manufacturing method thereof
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

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Similar Documents

Publication Publication Date Title
CN1304695C (en) Wholly coated rail sleeper and manufacture thereof
CN102251443A (en) High molecular composite sleeper and manufacturing method thereof
CN106149554A (en) A prefabricated bridge deck expansion joint connection component, its preparation method and its construction method
CN107009457A (en) A kind of bamboo glue sleeper and preparation method thereof
CN102720214A (en) Carbon fibre composite damping well cover and manufacturing process thereof
CN103920863B (en) A kind of weldable wearproof composite hammer head disappearance mould production method
CN210886769U (en) A composite composite sleeper structure
CN204940041U (en) Concrete dynamic modulus cooling asphalt pavement structure
CN205711598U (en) A kind of modification biological asphalt pavement structure
CN204703013U (en) A kind of heavy haul railway abrasion-proof concrete sleeper
CN107476820B (en) Subway evacuation platform and manufacturing method thereof
CN202200351U (en) Bamboo-plastic combined board
CN205502058U (en) Pin -connected panel tower crane foundation
CN108951309A (en) A kind of rubber grain concrete sleeper
CN206256624U (en) It is a kind of to strengthen the mould of sheet material for preparing fibrous mesh cloth
CN201124526Y (en) Hollow Brick Extrusion Mold with Composite Core
CN111515341B (en) Method for improving internal quality of high manganese steel frog and reducing production cost
CN110066444A (en) A kind of plastic cement track plates and its preparation process
CN102261027B (en) Wood plastic composite floor tile and production method thereof
CN202241489U (en) Composite bamboo-plastic plate
CN205501759U (en) High density interlocking formula road surface integrated configuration
CN201931532U (en) Hole-forming mode switching device for sleeper mold
CN202293002U (en) Green-brick forming die
CN201704591U (en) Double-layer combined type road surface shaped brick and connecting bolts
CN202826025U (en) Electrical fused zirconia corundum H-brick mould

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20111123