CN106915926A - Low temperature road surface cement treated material compound - Google Patents
Low temperature road surface cement treated material compound Download PDFInfo
- Publication number
- CN106915926A CN106915926A CN201710201872.8A CN201710201872A CN106915926A CN 106915926 A CN106915926 A CN 106915926A CN 201710201872 A CN201710201872 A CN 201710201872A CN 106915926 A CN106915926 A CN 106915926A
- Authority
- CN
- China
- Prior art keywords
- parts
- rubble
- low temperature
- treated material
- road surface
- 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.)
- Granted
Links
- 239000004568 cement Substances 0.000 title claims abstract description 60
- 239000000463 material Substances 0.000 title claims abstract description 43
- 150000001875 compounds Chemical class 0.000 title claims abstract description 39
- 239000002893 slag Substances 0.000 claims abstract description 30
- 230000001413 cellular effect Effects 0.000 claims abstract description 26
- 239000003365 glass fiber Substances 0.000 claims abstract description 20
- PMZURENOXWZQFD-UHFFFAOYSA-L Sodium Sulfate Chemical compound [Na+].[Na+].[O-]S([O-])(=O)=O PMZURENOXWZQFD-UHFFFAOYSA-L 0.000 claims abstract description 13
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 claims abstract description 13
- 239000010446 mirabilite Substances 0.000 claims abstract description 13
- 239000004576 sand Substances 0.000 claims abstract description 13
- 239000002245 particle Substances 0.000 claims description 15
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical group [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 5
- 229910052782 aluminium Inorganic materials 0.000 claims description 5
- 229910001220 stainless steel Inorganic materials 0.000 claims description 5
- 239000010935 stainless steel Substances 0.000 claims description 5
- 238000005336 cracking Methods 0.000 abstract description 2
- 239000005020 polyethylene terephthalate Substances 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
- E01C7/142—Mixtures or their components, e.g. aggregate
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/34—Non-shrinking or non-cracking materials
- C04B2111/343—Crack resistant materials
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/76—Use at unusual temperatures, e.g. sub-zero
Abstract
The present invention provides a kind of low temperature road surface cement treated material compound, and it includes following components by weight：62 67 parts of rubble, 25 parts of natural sand, 45 parts of cement, 37 parts of glauber salt, 24 parts of aluminum sulfate, 23 26 parts of cellular board, 12 15 parts of slag, 11 13 parts of slag, 6 11 parts of glass fibre, 79 parts of PET monofilament.The present invention provides a kind of low temperature road surface cement treated material compound, with the addition of cellular board, slag, slag and glass fibre and PET monofilament, it is possible to increase the low temperature resistivity energy of cement treated material, it is possible to prevent the cracking of cement treated material.
Description
Technical field
The invention belongs to building field, more particularly to a kind of low temperature road surface cement treated material compound.
Background technology
Cement treated material, its full name is cement stabilized macadam base, is in the rubble matched somebody with somebody with a deciding grade and level, to mix enough
Cement and water, after mixing and stirring the compound for obtaining in compacting and health, when its intensity meets the requirements prescribed, referred to as cement is steady
Determine crushed rock base course.Cement stabilized macadam base has good plate body, and its water stability and frost resistance is better than lime stabilized soil,
But often can cause desciccation crack because moisture changes.And in the winter time under conditions of temperature is low or when severe cold areas are constructed,
Due to low temperature construction effect can be caused poor.
The content of the invention
To solve the above problems, the present invention provides a kind of low temperature road surface cement treated material compound, and it is included by weight
Following components：
Rubble 62-67 parts, natural sand 2-5 parts, cement 4-5 parts, glauber salt 3-7 parts, aluminum sulfate 2-4 parts, cellular board 23-26
Part, slag 12-15 parts, slag 11-13 parts, glass fibre 6-11 parts, PET monofilament 7-9 parts.
Preferably, described low temperature road surface cement treated material compound includes following components by weight：
62 parts of rubble, 2 parts of natural sand, 4 parts of cement, 3 parts of glauber salt, 2 parts of aluminum sulfate, 23 parts of cellular board, 12 parts of slag, stove
11 parts of slag, 6 parts of glass fibre, 7 parts of PET monofilament.
Preferably, described low temperature road surface cement treated material compound includes following components by weight：
67 parts of rubble, 5 parts of natural sand, 5 parts of cement, 7 parts of glauber salt, 4 parts of aluminum sulfate, 26 parts of cellular board, 15 parts of slag, stove
13 parts of slag, 11 parts of glass fibre, 9 parts of PET monofilament.
Preferably, described low temperature road surface cement treated material compound includes following components by weight：
63 parts of rubble, 4 parts of natural sand, 5 parts of cement, 5 parts of glauber salt, 3 parts of aluminum sulfate, 25 parts of cellular board, 14 parts of slag, stove
12 parts of slag, 7 parts of glass fibre, 8 parts of PET monofilament.
Preferably, in described low temperature road surface cement treated material compound,
The rubble includes that ratio is 3 by weight：5：4 the first rubble, the second rubble and the 3rd rubble；
The particle diameter of first rubble is 34-52mm；
The particle diameter of second rubble is 56-63mm；
The particle diameter of the 3rd rubble is 71-79mm.
Preferably, in described low temperature road surface cement treated material compound,
The thickness of the cellular board is 15-21mm, and length is 17-23mm, and width is 14-18mm.
Preferably, in described low temperature road surface cement treated material compound, the cellular board is aluminum honeycomb panel or stainless steel
Cellular board.
Preferably, in described low temperature road surface cement treated material compound, the length of the glass fibre and the PET monofilament
It is 40-70cm to spend.
The present invention provides a kind of low temperature road surface cement treated material compound, and it includes following components by weight：Rubble 62-
67 parts, natural sand 2-5 parts, cement 4-5 parts, glauber salt 3-7 parts, aluminum sulfate 2-4 parts, cellular board 23-26 parts, slag 12-15 parts,
Slag 11-13 parts, glass fibre 6-11 parts, PET monofilament 7-9 parts.The present invention provides a kind of low temperature road surface cement treated material compound,
With the addition of cellular board, slag, slag and glass fibre and PET monofilament, it is possible to increase the low temperature resistivity energy of cement treated material, and can
To prevent the cracking of cement treated material.
Further advantage of the invention, target and feature embody part by following explanation, and part will also be by this
The research and practice of invention and be understood by the person skilled in the art.
Specific embodiment
The present invention is described in further detail below, with make those skilled in the art with reference to specification word being capable of evidence
To implement.
It should be appreciated that it is used herein such as " have ", "comprising" and " including " term do not allot one or many
The presence or addition of individual other elements or its combination.
Embodiment one
The present invention provides a kind of low temperature road surface cement treated material compound, and it includes following components by weight：
62 parts of rubble, 2 parts of natural sand, 4 parts of cement, 3 parts of glauber salt, 2 parts of aluminum sulfate, 23 parts of cellular board, 12 parts of slag, stove
11 parts of slag, 6 parts of glass fibre, 7 parts of PET monofilament.
In described low temperature road surface cement treated material compound,
The rubble includes that ratio is 3 by weight：5：4 the first rubble, the second rubble and the 3rd rubble；
The particle diameter of first rubble is 34-52mm；
The particle diameter of second rubble is 56-63mm；
The particle diameter of the 3rd rubble is 71-79mm.
In described low temperature road surface cement treated material compound,
The thickness of the cellular board is 15-21mm, and length is 17-23mm, and width is 14-18mm.
In described low temperature road surface cement treated material compound, the cellular board is aluminum honeycomb panel or stainless steel honeycomb panel.
In described low temperature road surface cement treated material compound, the length of the glass fibre and the PET monofilament is 40-
70cm。
Embodiment two
The present invention provides a kind of low temperature road surface cement treated material compound, and it includes following components by weight：
67 parts of rubble, 5 parts of natural sand, 5 parts of cement, 7 parts of glauber salt, 4 parts of aluminum sulfate, 26 parts of cellular board, 15 parts of slag, stove
13 parts of slag, 11 parts of glass fibre, 9 parts of PET monofilament.
In described low temperature road surface cement treated material compound,
The rubble includes that ratio is 3 by weight：5：4 the first rubble, the second rubble and the 3rd rubble；
The particle diameter of first rubble is 34-52mm；
The particle diameter of second rubble is 56-63mm；
The particle diameter of the 3rd rubble is 71-79mm.
In described low temperature road surface cement treated material compound,
The thickness of the cellular board is 15-21mm, and length is 17-23mm, and width is 14-18mm.
In described low temperature road surface cement treated material compound, the cellular board is aluminum honeycomb panel or stainless steel honeycomb panel.
In described low temperature road surface cement treated material compound, the length of the glass fibre and the PET monofilament is 40-
70cm。
Embodiment three
The present invention provides a kind of low temperature road surface cement treated material compound, and it includes following components by weight：
63 parts of rubble, 4 parts of natural sand, 5 parts of cement, 5 parts of glauber salt, 3 parts of aluminum sulfate, 25 parts of cellular board, 14 parts of slag, stove
12 parts of slag, 7 parts of glass fibre, 8 parts of PET monofilament.
In described low temperature road surface cement treated material compound,
The rubble includes that ratio is 3 by weight：5：4 the first rubble, the second rubble and the 3rd rubble；
The particle diameter of first rubble is 34-52mm；
The particle diameter of second rubble is 56-63mm；
The particle diameter of the 3rd rubble is 71-79mm.
In described low temperature road surface cement treated material compound,
The thickness of the cellular board is 15-21mm, and length is 17-23mm, and width is 14-18mm.
In described low temperature road surface cement treated material compound, the cellular board is aluminum honeycomb panel or stainless steel honeycomb panel.
In described low temperature road surface cement treated material compound, the length of the glass fibre and the PET monofilament is 40-
70cm。
Although embodiment of the present invention is disclosed as above, it is not restricted to listed in specification and implementation method
With, it can be applied to various suitable the field of the invention completely, for those skilled in the art, can be easily
Other modification is realized, therefore under the universal limited without departing substantially from claim and equivalency range, the present invention is not limited
In specific details.
Claims (8)
1. low temperature road surface cement treated material compound, it is characterised in that including following components by weight：
Rubble 62-67 parts, natural sand 2-5 parts, cement 4-5 parts, glauber salt 3-7 parts, aluminum sulfate 2-4 parts, cellular board 23-26 parts,
Slag 12-15 parts, slag 11-13 parts, glass fibre 6-11 parts, PET monofilament 7-9 parts.
2. low temperature road surface cement treated material compound as claimed in claim 1, it is characterised in that including by weight with the following group
Point：
62 parts of rubble, 2 parts of natural sand, 4 parts of cement, 3 parts of glauber salt, 2 parts of aluminum sulfate, 23 parts of cellular board, 12 parts of slag, slag 11
Part, 6 parts of glass fibre, 7 parts of PET monofilament.
3. low temperature road surface cement treated material compound as claimed in claim 1, it is characterised in that including by weight with the following group
Point：
67 parts of rubble, 5 parts of natural sand, 5 parts of cement, 7 parts of glauber salt, 4 parts of aluminum sulfate, 26 parts of cellular board, 15 parts of slag, slag 13
Part, 11 parts of glass fibre, 9 parts of PET monofilament.
4. low temperature road surface cement treated material compound as claimed in claim 1, it is characterised in that including by weight with the following group
Point：
63 parts of rubble, 4 parts of natural sand, 5 parts of cement, 5 parts of glauber salt, 3 parts of aluminum sulfate, 25 parts of cellular board, 14 parts of slag, slag 12
Part, 7 parts of glass fibre, 8 parts of PET monofilament.
5. the low temperature road surface cement treated material compound as described in claim any one of 1-4, it is characterised in that
The rubble includes that ratio is 3 by weight：5：4 the first rubble, the second rubble and the 3rd rubble；
The particle diameter of first rubble is 34-52mm；
The particle diameter of second rubble is 56-63mm；
The particle diameter of the 3rd rubble is 71-79mm.
6. low temperature road surface cement treated material compound as claimed in claim 5, it is characterised in that the thickness of the cellular board is
15-21mm, length is 17-23mm, and width is 14-18mm.
7. low temperature road surface cement treated material compound as claimed in claim 6, it is characterised in that the cellular board is aluminum honeycomb panel
Or stainless steel honeycomb panel.
8. low temperature road surface cement treated material compound as claimed in claim 7, it is characterised in that the glass fibre and described
The length of PET monofilament is 40-70cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710201872.8A CN106915926B (en) | 2017-03-30 | 2017-03-30 | Low temperature road surface cement treated material mixture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710201872.8A CN106915926B (en) | 2017-03-30 | 2017-03-30 | Low temperature road surface cement treated material mixture |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106915926A true CN106915926A (en) | 2017-07-04 |
| CN106915926B CN106915926B (en) | 2019-07-23 |
Family
ID=59461528
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710201872.8A Active CN106915926B (en) | 2017-03-30 | 2017-03-30 | Low temperature road surface cement treated material mixture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106915926B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102491703A (en) * | 2011-11-16 | 2012-06-13 | 中冶宝钢技术服务有限公司 | Steel slag and cement stabilized base material |
| CN104529318A (en) * | 2014-12-05 | 2015-04-22 | 上海宝冶钢渣综合开发实业有限公司 | Steel slag powder water stabilized base material and preparation method thereof |
| CN105731920A (en) * | 2016-01-13 | 2016-07-06 | 江苏中路工程技术研究院有限公司 | Furnace slag water-stable base material and preparation method thereof |
| CN106277968A (en) * | 2016-08-08 | 2017-01-04 | 中铁二局集团有限公司 | A kind of compound for high altitudes and cold region road cement treated material cracking resistance |
| CN205874884U (en) * | 2016-03-14 | 2017-01-11 | 湖南景辰生态环保科技有限公司 | Slag permeable pavement structure |
-
2017
- 2017-03-30 CN CN201710201872.8A patent/CN106915926B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102491703A (en) * | 2011-11-16 | 2012-06-13 | 中冶宝钢技术服务有限公司 | Steel slag and cement stabilized base material |
| CN104529318A (en) * | 2014-12-05 | 2015-04-22 | 上海宝冶钢渣综合开发实业有限公司 | Steel slag powder water stabilized base material and preparation method thereof |
| CN105731920A (en) * | 2016-01-13 | 2016-07-06 | 江苏中路工程技术研究院有限公司 | Furnace slag water-stable base material and preparation method thereof |
| CN205874884U (en) * | 2016-03-14 | 2017-01-11 | 湖南景辰生态环保科技有限公司 | Slag permeable pavement structure |
| CN106277968A (en) * | 2016-08-08 | 2017-01-04 | 中铁二局集团有限公司 | A kind of compound for high altitudes and cold region road cement treated material cracking resistance |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106915926B (en) | 2019-07-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104496333B (en) | A kind of fly ash-based geopolymer concrete material and preparation method thereof | |
| Ibrahim et al. | Effect of curing methods on strength and durability of concrete under hot weather conditions | |
| CN104402339B (en) | The constructional method of pervious concrete | |
| Suraneni et al. | Use of fly ash to minimize deicing salt damage in concrete pavements | |
| CN102392405B (en) | Super-early-strength super-rapid-hardening concrete pavement and construction method thereof | |
| Jiang et al. | Experimental study on materials composition design and mixture performance of water-retentive asphalt concrete | |
| CN107630395A (en) | A kind of maize straw regenerates the permeable Footpath brick of lightweight aggregate concrete | |
| CN107255597A (en) | A kind of test method for evaluating cement-based waterproof tack coat freezing and thawing performance | |
| CN104692728A (en) | Slurry material for semi-flexible road surface | |
| CN106915926A (en) | Low temperature road surface cement treated material compound | |
| CN107459327A (en) | Suitable for low temperature or the fast repairing concrete material of construction in minus-temperature environment | |
| CN106187010B (en) | Ancient times stone structure bridge reparation jointing material and preparation method | |
| CN107032665B (en) | A kind of bionical self-healing property asphalt and preparation method thereof | |
| CN103553442A (en) | Modified bituminous concrete with cooling and emission-reducing functions | |
| CN106699005A (en) | Composite waterproofing agent for improving salt frost resistant performance of highway low-strength grade concrete | |
| CN106116389A (en) | A kind of environment-friendly type water proof fire retardant dry powder and mortar and preparation method thereof | |
| CN105133454A (en) | Road construction method | |
| JP6979768B2 (en) | Soil pavement material | |
| CN205839509U (en) | A kind of economic and practical type rural road pavement structure | |
| CN105884289A (en) | Water permeable concrete | |
| CN105196401B (en) | The construction method of severe cold area prefabricated components cracking-proof outside the venue | |
| Xu et al. | Research on mixture design and mechanical performance of porous asphalt concrete in cold regions | |
| CN206858984U (en) | Cracking resistance asphalt roads structure | |
| Sharma et al. | Mechanical properties of pervious concrete | |
| CN105952025A (en) | Viscous fiber mortar combined rammed-earth wall and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 100176, 4th Floor, Building 1, Courtyard 1, Kegu Fourth Street, Beijing Economic and Technological Development Zone, Daxing District, Beijing Patentee after: China Communications Construction Group Sixth Engineering Co.,Ltd. Address before: Room 526, 5th Floor, Building C, No. 18 West Ring South Road, Beijing Economic and Technological Development Zone, 100176 Patentee before: THIRD ENGINEERING CO., LTD. OF CCCC FOURTH HIGHWAY ENGINEERING Co.,Ltd. |