CN106915926A - Low temperature road surface cement treated material compound - Google Patents

Low temperature road surface cement treated material compound Download PDF

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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
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parts
low
gravel
slag
base compound
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CN106915926B (en
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夏志强
徐峰
郭彦领
刘玉珍
卢言杰
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China Communications Construction Group Sixth Engineering Co ltd
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THIRD ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd
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    • 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

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Road Paving Structures (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

本发明提供一种低温路面水稳基层混合料，其包括按重量计的以下组分：碎石62‑67份，天然砂2‑5份，水泥4‑5份，元明粉3‑7份，硫酸铝2‑4份，蜂窝板23‑26份，钢渣12‑15份，炉渣11‑13份，玻璃纤维6‑11份，PET单丝7‑9份。本发明提供一种低温路面水稳基层混合料，添加了蜂窝板、钢渣、炉渣以及玻璃纤维和PET单丝，能够提高水稳基层的抗低温性能，并可以防止水稳基层的开裂。This invention provides a low-temperature pavement water-stabilized base course mixture, comprising the following components by weight: 62-67 parts crushed stone, 2-5 parts natural sand, 4-5 parts cement, 3-7 parts sodium sulfate, 2-4 parts aluminum sulfate, 23-26 parts honeycomb board, 12-15 parts steel slag, 11-13 parts slag, 6-11 parts glass fiber, and 7-9 parts PET monofilament. This invention provides a low-temperature pavement water-stabilized base course mixture, which, with the addition of honeycomb board, steel slag, slag, glass fiber, and PET monofilament, can improve the low-temperature resistance of the water-stabilized base course and prevent cracking.

Description

低温路面水稳基层混合料Low temperature pavement water stabilized base mixture

技术领域technical field

本发明属于建筑领域，尤其涉及到一种低温路面水稳基层混合料。The invention belongs to the field of construction, and in particular relates to a low-temperature pavement water-stabilizing base course mixture.

背景技术Background technique

水稳基层，其全称为水泥稳定碎石基层，是在具有一定级配的碎石中，掺入足量的水泥和水，经拌和得到的混合料在压实和养生后，当其强度符合规定的要求时，称为水泥稳定碎石基层。水泥稳定碎石基层具有良好的板体性，它的水稳性和抗冻性比石灰稳定土好，但常会因水分变化而引起干缩裂缝。而且在冬季温度低的条件下或者是高寒地带施工时，会由于低温而造成施工效果差。Water-stabilized base, its full name is cement-stabilized gravel base, which is mixed with a sufficient amount of cement and water in gravel with a certain gradation, and the mixture obtained after mixing is compacted and cured, when its strength meets When required by regulations, it is called cement-stabilized macadam base. Cement-stabilized macadam base has good plate properties, and its water stability and frost resistance are better than lime-stabilized soil, but it often causes shrinkage cracks due to moisture changes. Moreover, when the temperature is low in winter or in the alpine area, the construction effect will be poor due to the low temperature.

发明内容Contents of the invention

为解决上述问题，本发明提供一种低温路面水稳基层混合料，其包括按重量计的以下组分：In order to solve the above problems, the invention provides a kind of low-temperature pavement water stabilizing base compound, which comprises the following components by weight:

碎石62-67份，天然砂2-5份，水泥4-5份，元明粉3-7份，硫酸铝2-4份，蜂窝板23-26份，钢渣12-15份，炉渣11-13份，玻璃纤维6-11份，PET单丝7-9份。62-67 parts of gravel, 2-5 parts of natural sand, 4-5 parts of cement, 3-7 parts of sodium sulfate, 2-4 parts of aluminum sulfate, 23-26 parts of honeycomb board, 12-15 parts of steel slag, 11 parts of slag -13 parts, glass fiber 6-11 parts, PET monofilament 7-9 parts.

优选的是，所述的低温路面水稳基层混合料包括按重量计的以下组分：Preferably, the low temperature pavement water stabilizing base compound comprises the following components by weight:

碎石62份，天然砂2份，水泥4份，元明粉3份，硫酸铝2份，蜂窝板23份，钢渣12份，炉渣11份，玻璃纤维6份，PET单丝7份。62 parts of gravel, 2 parts of natural sand, 4 parts of cement, 3 parts of sodium sulfate, 2 parts of aluminum sulfate, 23 parts of honeycomb board, 12 parts of steel slag, 11 parts of slag, 6 parts of glass fiber, and 7 parts of PET monofilament.

优选的是，所述的低温路面水稳基层混合料包括按重量计的以下组分：Preferably, the low temperature pavement water stabilizing base compound comprises the following components by weight:

碎石67份，天然砂5份，水泥5份，元明粉7份，硫酸铝4份，蜂窝板26份，钢渣15份，炉渣13份，玻璃纤维11份，PET单丝9份。67 parts of gravel, 5 parts of natural sand, 5 parts of cement, 7 parts of sodium sulfate, 4 parts of aluminum sulfate, 26 parts of honeycomb board, 15 parts of steel slag, 13 parts of slag, 11 parts of glass fiber, and 9 parts of PET monofilament.

优选的是，所述的低温路面水稳基层混合料包括按重量计的以下组分：Preferably, the low temperature pavement water stabilizing base compound comprises the following components by weight:

碎石63份，天然砂4份，水泥5份，元明粉5份，硫酸铝3份，蜂窝板25份，钢渣14份，炉渣12份，玻璃纤维7份，PET单丝8份。63 parts of gravel, 4 parts of natural sand, 5 parts of cement, 5 parts of sodium sulfate, 3 parts of aluminum sulfate, 25 parts of honeycomb board, 14 parts of steel slag, 12 parts of slag, 7 parts of glass fiber, and 8 parts of PET monofilament.

优选的是，所述的低温路面水稳基层混合料中，Preferably, in the described low-temperature pavement water stabilizing base compound,

所述碎石包括按重量份计比例为3：5：4的第一碎石、第二碎石和第三碎石；The crushed stones include first crushed stones, second crushed stones and third crushed stones in a ratio of 3:5:4 by weight;

所述第一碎石的粒径为34-52mm；The particle size of the first gravel is 34-52mm;

所述第二碎石的粒径为56-63mm；The particle size of the second gravel is 56-63mm;

所述第三碎石的粒径为71-79mm。The particle size of the third gravel is 71-79mm.

优选的是，所述的低温路面水稳基层混合料中，Preferably, in the described low-temperature pavement water stabilizing base compound,

所述蜂窝板的厚度为15-21mm，长度为17-23mm，宽度为14-18mm。The thickness of the honeycomb panel is 15-21mm, the length is 17-23mm, and the width is 14-18mm.

优选的是，所述的低温路面水稳基层混合料中，所述蜂窝板为铝蜂窝板或不锈钢蜂窝板。Preferably, in the low-temperature pavement water stabilization base compound, the honeycomb panels are aluminum honeycomb panels or stainless steel honeycomb panels.

优选的是，所述的低温路面水稳基层混合料中，所述玻璃纤维和所述PET单丝的长度为40-70cm。Preferably, in the low-temperature pavement water stabilizing base compound, the length of the glass fiber and the PET monofilament is 40-70 cm.

本发明提供一种低温路面水稳基层混合料，其包括按重量计的以下组分：碎石62-67份，天然砂2-5份，水泥4-5份，元明粉3-7份，硫酸铝2-4份，蜂窝板23-26份，钢渣12-15份，炉渣11-13份，玻璃纤维6-11份，PET单丝7-9份。本发明提供一种低温路面水稳基层混合料，添加了蜂窝板、钢渣、炉渣以及玻璃纤维和PET单丝，能够提高水稳基层的抗低温性能，并可以防止水稳基层的开裂。The invention provides a low-temperature pavement water stabilizing base course mixture, which comprises the following components by weight: 62-67 parts of gravel, 2-5 parts of natural sand, 4-5 parts of cement, and 3-7 parts of sodium sulfate , 2-4 parts of aluminum sulfate, 23-26 parts of honeycomb board, 12-15 parts of steel slag, 11-13 parts of slag, 6-11 parts of glass fiber, 7-9 parts of PET monofilament. The invention provides a low-temperature pavement water-stabilized base compound, which is added with honeycomb board, steel slag, slag, glass fiber and PET monofilament, which can improve the low-temperature resistance of the water-stabilized base and prevent the water-stabilized base from cracking.

本发明的其它优点、目标和特征将部分通过下面的说明体现，部分还将通过对本发明的研究和实践而为本领域的技术人员所理解。Other advantages, objectives and features of the present invention will partly be embodied through the following descriptions, and partly will be understood by those skilled in the art through the study and practice of the present invention.

具体实施方式detailed description

下面对本发明做进一步的详细说明，以令本领域技术人员参照说明书文字能够据以实施。The present invention will be described in further detail below, so that those skilled in the art can implement it with reference to the description.

应当理解，本文所使用的诸如“具有”、“包含”以及“包括”术语并不配出一个或多个其它元件或其组合的存在或添加。It should be understood that terms such as "having", "comprising" and "including" as used herein do not entail the presence or addition of one or more other elements or combinations thereof.

实施例一Embodiment one

本发明提供一种低温路面水稳基层混合料，其包括按重量计的以下组分：The invention provides a low-temperature pavement water-stabilizing base compound, which comprises the following components by weight:

碎石62份，天然砂2份，水泥4份，元明粉3份，硫酸铝2份，蜂窝板23份，钢渣12份，炉渣11份，玻璃纤维6份，PET单丝7份。62 parts of gravel, 2 parts of natural sand, 4 parts of cement, 3 parts of sodium sulfate, 2 parts of aluminum sulfate, 23 parts of honeycomb board, 12 parts of steel slag, 11 parts of slag, 6 parts of glass fiber, and 7 parts of PET monofilament.

所述的低温路面水稳基层混合料中，In the described low-temperature pavement water stabilization base compound,

所述碎石包括按重量份计比例为3：5：4的第一碎石、第二碎石和第三碎石；The crushed stones include first crushed stones, second crushed stones and third crushed stones in a ratio of 3:5:4 by weight;

所述第一碎石的粒径为34-52mm；The particle size of the first gravel is 34-52mm;

所述第二碎石的粒径为56-63mm；The particle size of the second gravel is 56-63mm;

所述第三碎石的粒径为71-79mm。The particle size of the third gravel is 71-79mm.

所述的低温路面水稳基层混合料中，In the described low-temperature pavement water stabilization base compound,

所述蜂窝板的厚度为15-21mm，长度为17-23mm，宽度为14-18mm。The thickness of the honeycomb panel is 15-21mm, the length is 17-23mm, and the width is 14-18mm.

所述的低温路面水稳基层混合料中，所述蜂窝板为铝蜂窝板或不锈钢蜂窝板。In the low-temperature pavement water stabilization base compound, the honeycomb panel is an aluminum honeycomb panel or a stainless steel honeycomb panel.

所述的低温路面水稳基层混合料中，所述玻璃纤维和所述PET单丝的长度为40-70cm。In the low-temperature pavement water stabilizing base compound, the length of the glass fiber and the PET monofilament is 40-70 cm.

实施例二Embodiment two

本发明提供一种低温路面水稳基层混合料，其包括按重量计的以下组分：The invention provides a low-temperature pavement water-stabilizing base compound, which comprises the following components by weight:

碎石67份，天然砂5份，水泥5份，元明粉7份，硫酸铝4份，蜂窝板26份，钢渣15份，炉渣13份，玻璃纤维11份，PET单丝9份。67 parts of gravel, 5 parts of natural sand, 5 parts of cement, 7 parts of sodium sulfate, 4 parts of aluminum sulfate, 26 parts of honeycomb board, 15 parts of steel slag, 13 parts of slag, 11 parts of glass fiber, and 9 parts of PET monofilament.

所述的低温路面水稳基层混合料中，In the described low-temperature pavement water stabilization base compound,

所述碎石包括按重量份计比例为3：5：4的第一碎石、第二碎石和第三碎石；The crushed stones include first crushed stones, second crushed stones and third crushed stones in a ratio of 3:5:4 by weight;

所述第一碎石的粒径为34-52mm；The particle size of the first gravel is 34-52mm;

所述第二碎石的粒径为56-63mm；The particle size of the second gravel is 56-63mm;

所述第三碎石的粒径为71-79mm。The particle size of the third gravel is 71-79mm.

所述的低温路面水稳基层混合料中，In the described low-temperature pavement water stabilization base compound,

所述蜂窝板的厚度为15-21mm，长度为17-23mm，宽度为14-18mm。The thickness of the honeycomb panel is 15-21mm, the length is 17-23mm, and the width is 14-18mm.

所述的低温路面水稳基层混合料中，所述蜂窝板为铝蜂窝板或不锈钢蜂窝板。In the low-temperature pavement water stabilization base compound, the honeycomb panel is an aluminum honeycomb panel or a stainless steel honeycomb panel.

所述的低温路面水稳基层混合料中，所述玻璃纤维和所述PET单丝的长度为40-70cm。In the low-temperature pavement water stabilizing base compound, the length of the glass fiber and the PET monofilament is 40-70 cm.

实施例三Embodiment three

本发明提供一种低温路面水稳基层混合料，其包括按重量计的以下组分：The invention provides a low-temperature pavement water-stabilizing base compound, which comprises the following components by weight:

碎石63份，天然砂4份，水泥5份，元明粉5份，硫酸铝3份，蜂窝板25份，钢渣14份，炉渣12份，玻璃纤维7份，PET单丝8份。63 parts of gravel, 4 parts of natural sand, 5 parts of cement, 5 parts of sodium sulfate, 3 parts of aluminum sulfate, 25 parts of honeycomb board, 14 parts of steel slag, 12 parts of slag, 7 parts of glass fiber, and 8 parts of PET monofilament.

所述的低温路面水稳基层混合料中，In the described low-temperature pavement water stabilization base compound,

所述碎石包括按重量份计比例为3：5：4的第一碎石、第二碎石和第三碎石；The crushed stones include first crushed stones, second crushed stones and third crushed stones in a ratio of 3:5:4 by weight;

所述第一碎石的粒径为34-52mm；The particle size of the first gravel is 34-52mm;

所述第二碎石的粒径为56-63mm；The particle size of the second gravel is 56-63mm;

所述第三碎石的粒径为71-79mm。The particle size of the third gravel is 71-79mm.

所述的低温路面水稳基层混合料中，In the described low-temperature pavement water stabilization base compound,

所述蜂窝板的厚度为15-21mm，长度为17-23mm，宽度为14-18mm。The thickness of the honeycomb panel is 15-21mm, the length is 17-23mm, and the width is 14-18mm.

所述的低温路面水稳基层混合料中，所述蜂窝板为铝蜂窝板或不锈钢蜂窝板。In the low-temperature pavement water stabilization base compound, the honeycomb panel is an aluminum honeycomb panel or a stainless steel honeycomb panel.

所述的低温路面水稳基层混合料中，所述玻璃纤维和所述PET单丝的长度为40-70cm。In the low-temperature pavement water stabilizing base compound, the length of the glass fiber and the PET monofilament is 40-70 cm.

尽管本发明的实施方案已公开如上，但其并不仅仅限于说明书和实施方式中所列运用，它完全可以被适用于各种适合本发明的领域，对于熟悉本领域的人员而言，可容易地实现另外的修改，因此在不背离权利要求及等同范围所限定的一般概念下，本发明并不限于特定的细节。Although the embodiment of the present invention has been disclosed as above, it is not limited to the use listed in the specification and implementation, it can be applied to various fields suitable for the present invention, and it can be easily understood by those skilled in the art Therefore, the invention is not limited to the specific details without departing from the general concept defined by the claims and their equivalents.

Claims (8)

1.低温路面水稳基层混合料，其特征在于，包括按重量计的以下组分：1. The low-temperature pavement water stabilization base compound is characterized in that, comprising the following components by weight: 碎石62-67份，天然砂2-5份，水泥4-5份，元明粉3-7份，硫酸铝2-4份，蜂窝板23-26份，钢渣12-15份，炉渣11-13份，玻璃纤维6-11份，PET单丝7-9份。62-67 parts of gravel, 2-5 parts of natural sand, 4-5 parts of cement, 3-7 parts of sodium sulfate, 2-4 parts of aluminum sulfate, 23-26 parts of honeycomb board, 12-15 parts of steel slag, 11 parts of slag -13 parts, glass fiber 6-11 parts, PET monofilament 7-9 parts. 2.如权利要求1所述的低温路面水稳基层混合料，其特征在于，包括按重量计的以下组分：2. low-temperature pavement water stable base compound as claimed in claim 1, is characterized in that, comprises the following components by weight: 碎石62份，天然砂2份，水泥4份，元明粉3份，硫酸铝2份，蜂窝板23份，钢渣12份，炉渣11份，玻璃纤维6份，PET单丝7份。62 parts of gravel, 2 parts of natural sand, 4 parts of cement, 3 parts of sodium sulfate, 2 parts of aluminum sulfate, 23 parts of honeycomb board, 12 parts of steel slag, 11 parts of slag, 6 parts of glass fiber, and 7 parts of PET monofilament. 3.如权利要求1所述的低温路面水稳基层混合料，其特征在于，包括按重量计的以下组分：3. low temperature pavement water stable base compound as claimed in claim 1, is characterized in that, comprises the following components by weight: 碎石67份，天然砂5份，水泥5份，元明粉7份，硫酸铝4份，蜂窝板26份，钢渣15份，炉渣13份，玻璃纤维11份，PET单丝9份。67 parts of gravel, 5 parts of natural sand, 5 parts of cement, 7 parts of sodium sulfate, 4 parts of aluminum sulfate, 26 parts of honeycomb board, 15 parts of steel slag, 13 parts of slag, 11 parts of glass fiber, and 9 parts of PET monofilament. 4.如权利要求1所述的低温路面水稳基层混合料，其特征在于，包括按重量计的以下组分：4. low-temperature pavement water stable base compound as claimed in claim 1, is characterized in that, comprises the following components by weight: 碎石63份，天然砂4份，水泥5份，元明粉5份，硫酸铝3份，蜂窝板25份，钢渣14份，炉渣12份，玻璃纤维7份，PET单丝8份。63 parts of gravel, 4 parts of natural sand, 5 parts of cement, 5 parts of sodium sulfate, 3 parts of aluminum sulfate, 25 parts of honeycomb board, 14 parts of steel slag, 12 parts of slag, 7 parts of glass fiber, and 8 parts of PET monofilament. 5.如权利要求1-4任一项所述的低温路面水稳基层混合料，其特征在于，5. the low-temperature pavement water stabilizing base compound as claimed in any one of claims 1-4, characterized in that, 所述碎石包括按重量份计比例为3：5：4的第一碎石、第二碎石和第三碎石；The crushed stones include first crushed stones, second crushed stones and third crushed stones in a ratio of 3:5:4 by weight; 所述第一碎石的粒径为34-52mm；The particle size of the first gravel is 34-52mm; 所述第二碎石的粒径为56-63mm；The particle size of the second gravel is 56-63mm; 所述第三碎石的粒径为71-79mm。The particle size of the third gravel is 71-79mm. 6.如权利要求5所述的低温路面水稳基层混合料，其特征在于，所述蜂窝板的厚度为15-21mm，长度为17-23mm，宽度为14-18mm。6. The low-temperature pavement water stabilization base compound as claimed in claim 5, characterized in that, the thickness of the honeycomb panel is 15-21mm, the length is 17-23mm, and the width is 14-18mm. 7.如权利要求6所述的低温路面水稳基层混合料，其特征在于，所述蜂窝板为铝蜂窝板或不锈钢蜂窝板。7. The low-temperature pavement water stabilization base compound as claimed in claim 6, wherein the honeycomb panel is an aluminum honeycomb panel or a stainless steel honeycomb panel. 8.如权利要求7所述的低温路面水稳基层混合料，其特征在于，所述玻璃纤维和所述PET单丝的长度为40-70cm。8. The low-temperature pavement water stabilizing base compound as claimed in claim 7, wherein the length of the glass fiber and the PET monofilament is 40-70cm.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117923846A (en) * 2024-03-25 2024-04-26 中铁二十三局集团有限公司 Waste slag water stable material proportion externally doped with basalt fibers and evaluation method thereof

Citations (5)

* Cited by examiner, † Cited by third party
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117923846A (en) * 2024-03-25 2024-04-26 中铁二十三局集团有限公司 Waste slag water stable material proportion externally doped with basalt fibers and evaluation method thereof

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