CN105174848A - Rubber concrete material and composite board manufactured from same and board technology - Google Patents
Rubber concrete material and composite board manufactured from same and board technology Download PDFInfo
- Publication number
- CN105174848A CN105174848A CN201510616523.3A CN201510616523A CN105174848A CN 105174848 A CN105174848 A CN 105174848A CN 201510616523 A CN201510616523 A CN 201510616523A CN 105174848 A CN105174848 A CN 105174848A
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- rubber
- concrete material
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- rubber concrete
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- 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
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- Compositions Of Macromolecular Compounds (AREA)
- Road Paving Structures (AREA)
Abstract
The invention provides a rubber concrete material and a composite board manufactured from the same and a board technology. The rubber concrete material comprises, by weight, 100 parts of stone materials, 2-5 parts of Chemlok adhesives and 15-45 parts of rubber mixed compound particles, the stone materials comprise one or more of basalt, andesite and limestone, and the particle size of the stone materials ranges from 2 mm to 25 mm. The rubber concrete material and the composite board manufactured from the same and the board technology have the advantages that the material is compact, waterproof and excellent in buffering and damping performance, noise is reduced, cracking does not occur at low temperature, flowing does not occur at high temperature, and when the material is used as paving materials for road surfaces and bridge floors, the comfort for pedestrians and the comfort properties of running vehicles can be greatly improved.
Description
Technical field
The present invention relates to a kind of rubber concrete material, the invention still further relates to the complete processing of composite sheet and the sheet material be made up of rubber concrete material.
Background technology
Current rubber concrete is using waste-tyre rubber-powder or the micelle part as aggregate, with the composite molding such as sandstone, pitch, rubber concrete effectively can improve toughness and the non-deformability of material.But because the rubber powder used in current rubber concrete is all cross-linked rubber, its geomery is fixed, cross-linked rubber elasticity is large, does not have plasticity-, thus can not fully flow between sandstone, cannot obtain the concrete material of real compact structure.
Summary of the invention
Technical problem to be solved by this invention is the deficiency overcoming above-mentioned prior art, provides a kind of closely knit waterproof, and buffering and damping performance excellence, reduce noise, low temperature does not ftracture, the rubber concrete material that high temperature does not trickle.
Technical problem to be solved by this invention is the deficiency overcoming above-mentioned prior art, provides a kind of composite sheet be made up of above-mentioned rubber concrete material.
Technical problem to be solved by this invention is the deficiency overcoming above-mentioned prior art, provides a kind of complete processing of above-mentioned composite sheet.
The main technical schemes adopted according to a kind of rubber concrete material provided by the invention is: containing following material and weight part:
Building stones 100 parts
2 ~ 5 parts, Kai Muluoke tackiness agent
Rubber mixed particle 15 ~ 45 parts.
Rubber concrete material provided by the invention also can have following attached technical characteristic:
Described building stones are one or more in basalt, andesite, limestone.
The particle diameter of described building stones is 2mm ~ 25mm.
The weight ratio of described Kai Muluoke tackiness agent and described building stones is 2:100 ~ 5:100.
Described rubber mixed particle can be terpolymer EP rubber rubber unvulcanizate or isoprene-isobutylene rubber rubber unvulcanizate.
The particle diameter of described rubber mixed particle is 1mm ~ 6mm.
The main technical schemes adopted according to a kind of composite sheet provided by the invention is: comprise body, described body contains following material and weight part:
Building stones 100 parts
2 ~ 5 parts, Kai Muluoke tackiness agent
Rubber mixed particle 15 ~ 45 parts.
Composite sheet provided by the invention also can have following attached technical characteristic:
The upper surface shape of described body is square, rectangle, rhombus, isosceles trapezoid or hexagon.
The thickness of described body is 10mm ~ 50mm, and top surface area is 0.01m
2~ 4m
2.
The main technical schemes adopted according to the complete processing of a kind of composite sheet provided by the invention is: naturally dry after stone surface coating Kai Muluoke tackiness agent; mix with rubber unvulcanizate particle again in rear loading mould; at temperature 140 ~ 180 DEG C; through the mold pressing of 8 ~ 18MPa; sulfuration 10 ~ 40min aftershaping, obtained composite sheet.
The beneficial effect adopting rubber concrete material provided by the invention and the composite sheet be made up of this material and sheet material technique to bring is: the present invention does not use pitch, and the particle of the rubber unvulcanizate used, be dispersed in the middle of building stones to the uniform particles of rubber unvulcanizate, there is good mobility in moulding process, can flow completely and be full of the gap of building stones, thus obtain the rubber concrete material of complete compact structure.Densify is waterproof, buffering and damping performance excellence, and reduce noise, low temperature does not ftracture, and high temperature does not trickle, and uses greatly can improve pedestrian, road-ability energy as road surface, bridge deck pavement material.
Embodiment
According to the embodiment of a kind of rubber concrete material provided by the invention, containing following material and weight part:
Building stones 100 parts
2 ~ 5 parts, Kai Muluoke tackiness agent
Rubber mixed particle 15 ~ 45 parts.
According to rubber concrete material provided by the invention, described building stones are one or more in basalt, andesite, limestone, and the particle diameter of described building stones is 2mm ~ 25mm, and the weight ratio of described Kai Muluoke tackiness agent and described building stones is 2:100 ~ 5:100.
Particle is processed into by rubber mixed, process for rubber product, conveniently can make various close-graded rubber concrete material, described rubber mixed particle can be terpolymer EP rubber rubber unvulcanizate or isoprene-isobutylene rubber rubber unvulcanizate, the main raw material(s) of rubber unvulcanizate comprises terpolymer EP rubber, ethylene-propylene rubber(EPR) reclaimed rubber, isoprene-isobutylene rubber, isoprene-isobutylene rubber reclaimed rubber, stearic acid, zinc oxide, Sulfur, promotor TT, altax, captax, N330 carbon black, N220 carbon black, paraffin, coumarone indene resin, zinc borate, Tritolyl Phosphate, the combination of at least 11 kinds in antioxidant 4010NA and light calcium carbonate.Its starting material and weight part as follows:
The particle diameter of described rubber mixed particle is 1mm ~ 6mm.
According to the embodiment of a kind of composite sheet provided by the invention, comprise body, described body contains following material and weight part:
Building stones 100 parts
2 ~ 5 parts, Kai Muluoke tackiness agent
Rubber mixed particle 15 ~ 45 parts.
According to composite sheet provided by the invention, the upper surface shape of described body is square, rectangle, rhombus, isosceles trapezoid or hexagon, and the thickness of described body is 10mm ~ 50mm, and top surface area is 0.01m
2~ 4m
2.
According to the embodiment of the complete processing of a kind of composite sheet provided by the invention; naturally dry after stone surface coating Kai Muluoke tackiness agent; mix with rubber unvulcanizate particle again in rear loading mould; at temperature 140 ~ 180 DEG C; through the mold pressing of 8 ~ 18MPa; sulfuration 10 ~ 40min aftershaping, obtained composite sheet.
By various starting material according to above formula rubber mixing mill or mixer mixing evenly after, obtained terpolymer EP rubber rubber unvulcanizate or isoprene-isobutylene rubber rubber unvulcanizate.Extruded by Rubber Extruder by rubber unvulcanizate, cooling trough cools, and hair dryer is air-dry, and after dicing machine granulating working procedure, obtained particle diameter is at the particle of the rubber unvulcanizate of 1-6mm.
After rubber unvulcanizate particle is proportionally mixed with the building stones after Kai Muluoke adhesive treatment, load in the mould of definite shape, at temperature 140 ~ 180 DEG C, through the mold pressing of 8 ~ 18MPa, sulfuration 10 ~ 40min aftershaping, can obtain rubber concrete material.
Adopt this processes production rubber product, goods extend to the processing of on-the-spot big area, making rubber structure.
The present invention does not use pitch, and the particle of the rubber unvulcanizate used, the evengranular of rubber unvulcanizate is dispersed in the middle of building stones, has good mobility in moulding process, can flow completely and be full of the gap of building stones, thus obtain the rubber concrete material of complete compact structure.Densify is waterproof, buffering and damping performance excellence, and reduce noise, low temperature does not ftracture, and high temperature does not trickle, and uses greatly can improve pedestrian, road-ability energy as road surface, bridge deck pavement material.
Specific embodiment is:
Embodiment one
Described rubber mixed starting material and weight part as follows:
Rubber mixed formula
The stone surface of 100 weight parts applies the Kai Muluoke tackiness agent of 2 parts, after naturally drying, for subsequent use.Prepare rubber unvulcanizate according to the formula in above table, carry out granulation with Rubber Extruder, obtain the terpolymer EP rubber rubber unvulcanizate particle of particle size range at 1mm or 2mm or 3mm.Mixing in rear loading mould by the building stones dried with the rubber unvulcanizate particle of 15 weight parts, is 150 DEG C in temperature, and pressure is under the condition of 10MPa, and sulfuration 20min aftershaping can obtain the rubber concrete material with compact structure.
Embodiment two
Described rubber mixed starting material and weight part as follows:
Rubber mixed formula
The stone surface of 100 weight parts applies the Kai Muluoke tackiness agent of 5 parts, after naturally drying, for subsequent use.Prepare rubber unvulcanizate according to the formula in above table, carry out granulation with Rubber Extruder, obtain the terpolymer EP rubber rubber unvulcanizate particle of particle size range at 4mm or 5mm or 6mm.Mixing in rear loading mould by the building stones dried with the rubber unvulcanizate particle of 45 weight parts, is 160 DEG C in temperature, and pressure is under the condition of 18MPa, and sulfuration 15min aftershaping can obtain the rubber concrete material with compact structure.
Embodiment three
Described rubber mixed starting material and weight part as follows:
Rubber mixed formula
The stone surface of 100 weight parts applies the Kai Muluoke tackiness agent of 3 parts, after naturally drying, for subsequent use.Prepare rubber unvulcanizate according to the formula in above table, carry out granulation with Rubber Extruder, obtain the isoprene-isobutylene rubber rubber unvulcanizate particle of particle size range at 2mm or 3mm or 4mm.Mixing in rear loading mould by the building stones dried with the rubber unvulcanizate particle of 35 weight parts, is 160 DEG C in temperature, and pressure is under the condition of 15MPa, and sulfuration 30min aftershaping can obtain the rubber concrete material with compact structure.
Embodiment four
Described rubber mixed starting material and weight part as follows:
Rubber mixed formula
The stone surface of 100 weight parts applies the Kai Muluoke tackiness agent of 5 parts, after naturally drying, for subsequent use.Prepare rubber unvulcanizate according to the formula in above table, carry out granulation with Rubber Extruder, obtain the isoprene-isobutylene rubber rubber unvulcanizate particle of particle size range at 4mm or 5mm or 6mm.Mixing in rear loading mould by the building stones dried with the rubber unvulcanizate particle of 25 weight parts, is 160 DEG C in temperature, and pressure is under the condition of 15MPa, and sulfuration 25min aftershaping can obtain the rubber concrete material with compact structure.
Embodiment five
Described rubber mixed starting material and weight part as follows:
Rubber mixed formula
The stone surface of 100 weight parts applies the Kai Muluoke tackiness agent of 3 parts, after naturally drying, for subsequent use.Prepare rubber unvulcanizate according to the formula in above table, carry out granulation with Rubber Extruder, obtain the terpolymer EP rubber rubber unvulcanizate particle of particle size range at 2mm.Mixing in rear loading mould by the building stones dried with the rubber unvulcanizate particle of 20 weight parts, is 150 DEG C in temperature, and pressure is under the condition of 10MPa, and sulfuration 20min aftershaping can obtain the rubber concrete material with compact structure.
Embodiment six
Described rubber mixed starting material and weight part as follows:
Rubber mixed formula
The stone surface of 100 weight parts applies the Kai Muluoke tackiness agent of 4 parts, after naturally drying, for subsequent use.Prepare rubber unvulcanizate according to the formula in above table, carry out granulation with Rubber Extruder, obtain the terpolymer EP rubber rubber unvulcanizate particle of particle size range at 4mm.Mixing in rear loading mould by the building stones dried with the rubber unvulcanizate particle of 45 weight parts, is 160 DEG C in temperature, and pressure is under the condition of 18MPa, and sulfuration 15min aftershaping can obtain the rubber concrete material with compact structure.
Embodiment seven
Described rubber mixed starting material and weight part as follows:
Rubber mixed formula
The stone surface of 100 weight parts applies the Kai Muluoke tackiness agent of 3 parts, after naturally drying, for subsequent use.Prepare rubber unvulcanizate according to the formula in above table, carry out granulation with Rubber Extruder, obtain the isoprene-isobutylene rubber rubber unvulcanizate particle of particle size range at 2mm or 3mm or 4mm.Mixing in rear loading mould by the building stones dried with the rubber unvulcanizate particle of 30 weight parts, is 160 DEG C in temperature, and pressure is under the condition of 15MPa, and sulfuration 30min aftershaping can obtain the rubber concrete material with compact structure.
Embodiment eight
Described rubber mixed starting material and weight part as follows:
Rubber mixed formula
The stone surface of 100 weight parts applies the Kai Muluoke tackiness agent of 3 parts, after naturally drying, for subsequent use.Prepare rubber unvulcanizate according to the formula in above table, carry out granulation with Rubber Extruder, obtain the isoprene-isobutylene rubber rubber unvulcanizate particle of particle size range at 4mm or 5mm or 6mm.Mixing in rear loading mould by the building stones dried with the rubber unvulcanizate particle of 15 weight parts, is 160 DEG C in temperature, and pressure is under the condition of 15MPa, and sulfuration 25min aftershaping can obtain the rubber concrete material with compact structure.
The salient features of the rubber concrete material that above embodiment obtains is as shown in the table.
The salient features of the rubber concrete that each embodiment obtains
Although illustrate and describe embodiments of the invention, for the ordinary skill in the art, be appreciated that and can change these embodiments without departing from the principles and spirit of the present invention, scope of the present invention is by claims and equivalents thereof.
Claims (10)
1. a rubber concrete material, is characterized in that, containing following material and weight part:
Building stones 100 parts
2 ~ 5 parts, Kai Muluoke tackiness agent
Rubber mixed particle 15 ~ 45 parts.
2. rubber concrete material as claimed in claim 1, is characterized in that: described building stones are one or more in basalt, andesite, limestone.
3. rubber concrete material as claimed in claim 1 or 2, is characterized in that: the particle diameter of described building stones is 2mm ~ 25mm.
4. rubber concrete material as claimed in claim 1 or 2, is characterized in that: the weight ratio of described Kai Muluoke tackiness agent and described building stones is 2:100 ~ 5:100.
5. rubber concrete material as claimed in claim 1, is characterized in that: described rubber mixed particle can be terpolymer EP rubber rubber unvulcanizate or isoprene-isobutylene rubber rubber unvulcanizate.
6. rubber concrete material according to claim 1 or 5, is characterized in that: the particle diameter of described rubber mixed particle is 1mm ~ 6mm.
7. a composite sheet, comprises body, it is characterized in that: described body is made up of the rubber concrete material described in the claims 1-6 any one.
8. composite sheet according to claim 7, is characterized in that: the upper surface shape of described body is square, rectangle, rhombus, isosceles trapezoid or hexagon.
9. the composite sheet according to claim 7 or 8, is characterized in that: the thickness of described body is 10mm ~ 50mm, and top surface area is 0.01m
2~ 4m
2.
10. process the complete processing of composite sheet described in claim 7-9 any one for one kind; it is characterized in that: naturally dry after stone surface coating Kai Muluoke tackiness agent; mix with rubber unvulcanizate particle again in rear loading mould; at temperature 140 ~ 180 DEG C; through the mold pressing of 8 ~ 18MPa; sulfuration 10 ~ 40min aftershaping, obtained composite sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510616523.3A CN105174848B (en) | 2015-09-24 | 2015-09-24 | Rubber concrete material and the composite board being made up of the material and sheet material technique |
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|---|---|---|---|
| CN201510616523.3A CN105174848B (en) | 2015-09-24 | 2015-09-24 | Rubber concrete material and the composite board being made up of the material and sheet material technique |
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|---|---|
| CN105174848A true CN105174848A (en) | 2015-12-23 |
| CN105174848B CN105174848B (en) | 2017-06-16 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106202787A (en) * | 2016-07-19 | 2016-12-07 | 天津海泰环保科技发展股份有限公司 | Rubber concrete superposed member overlapping layers thickness optimization method |
| CN109265067A (en) * | 2018-09-27 | 2019-01-25 | 徐州工业职业技术学院 | A kind of shaggy rubber concrete plate preparation method |
| CN115872697A (en) * | 2022-11-21 | 2023-03-31 | 苏州良浦天路新型建材有限公司 | Aerated building block composite material and preparation method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1663998A (en) * | 2005-03-08 | 2005-09-07 | 成都宏亿复合材料工程技术有限公司 | Rubber bearing pad under rail concrete elastic sleeper and method for making same |
| CN101298379A (en) * | 2008-05-13 | 2008-11-05 | 中国建筑材料科学研究总院 | Rubber-wood-cement composite material |
| CN101519293A (en) * | 2009-04-10 | 2009-09-02 | 长江水利委员会长江科学院 | Rubber cement soil and preparation method thereof |
| CN104910476A (en) * | 2015-06-29 | 2015-09-16 | 北京大陆益通环保科技有限公司 | Rubber composite material, composite board prepared from material and board technique |
-
2015
- 2015-09-24 CN CN201510616523.3A patent/CN105174848B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1663998A (en) * | 2005-03-08 | 2005-09-07 | 成都宏亿复合材料工程技术有限公司 | Rubber bearing pad under rail concrete elastic sleeper and method for making same |
| CN101298379A (en) * | 2008-05-13 | 2008-11-05 | 中国建筑材料科学研究总院 | Rubber-wood-cement composite material |
| CN101519293A (en) * | 2009-04-10 | 2009-09-02 | 长江水利委员会长江科学院 | Rubber cement soil and preparation method thereof |
| CN104910476A (en) * | 2015-06-29 | 2015-09-16 | 北京大陆益通环保科技有限公司 | Rubber composite material, composite board prepared from material and board technique |
Non-Patent Citations (1)
| Title |
|---|
| 翁国文编著: "《橡胶工业制品加工技术》", 31 October 2005, 化学工业出版社 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106202787A (en) * | 2016-07-19 | 2016-12-07 | 天津海泰环保科技发展股份有限公司 | Rubber concrete superposed member overlapping layers thickness optimization method |
| CN109265067A (en) * | 2018-09-27 | 2019-01-25 | 徐州工业职业技术学院 | A kind of shaggy rubber concrete plate preparation method |
| CN109265067B (en) * | 2018-09-27 | 2021-04-02 | 徐州工业职业技术学院 | Preparation method of rough-surface rubber concrete plate |
| CN115872697A (en) * | 2022-11-21 | 2023-03-31 | 苏州良浦天路新型建材有限公司 | Aerated building block composite material and preparation method thereof |
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| Publication number | Publication date |
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| CN105174848B (en) | 2017-06-16 |
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