CN108947359A - NEW TYPE OF COMPOSITE mortar material and its preparation method and application - Google Patents
NEW TYPE OF COMPOSITE mortar material and its preparation method and application Download PDFInfo
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- CN108947359A CN108947359A CN201811063279.2A CN201811063279A CN108947359A CN 108947359 A CN108947359 A CN 108947359A CN 201811063279 A CN201811063279 A CN 201811063279A CN 108947359 A CN108947359 A CN 108947359A
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- mortar
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- composite
- composite mortar
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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
Abstract
The present invention relates to NEW TYPE OF COMPOSITE mortar material and its preparation method and application, the composite mortar material includes the raw material of following parts by weight: masonry mortar, plastering mortar and cement mortar.NEW TYPE OF COMPOSITE mortar material of the invention, can improve the physical property of mortar, and diffusion cement is primarily served in mortar, the effects of emulsion foam, with with label, compared with the mortar of proportion, 10-20% or so can be improved in intensity, and can save 10%~20% or so cement consumption.NEW TYPE OF COMPOSITE mortar material of the invention has good water-retaining property, block surfaces can be without any processing, easy for construction.High resilience, flexible plastic can significantly improve mortar workability, save labour and bin stock place, mitigate labor intensity of workers, improve work efficiency, hence it is evident that improve construction quality.
Description
Technical field
The present invention relates to a kind of NEW TYPE OF COMPOSITE mortar materials and its preparation method and application.
Background technique
With the dilatation of Urbanization Construction, the foundation of new building and the dismounting of Old building can all generate a large amount of building rubbish
Rubbish, wherein mainly discarded concrete.The discarded concrete that China generates every year also up to 13,600,000 tons, has accounted for municipal refuse
40% or so of total amount.Not only appropriation of land, consuming transport power also create environmental pollution for the stacking of discarded concrete, alkaline to give up
Slag makes soil " inactivation ", and the approach that recycles of discarded concrete also needs to continually develop.
Furthermore traditional mortar material generally comprises cement, water, river sand etc., in order to improve the intensity of building structure screed
And crack resistance, it can also often add gypsum, lime paste or fibrous reinforcing material.The building table built using cement mortar
Face is being able to maintain that some strength, but with the extension of time, situations such as being easy to appear the accumulation of salt in the surface soil, cracking, leakage, peeling in early days.
On the one hand in waterwork engineering, the concrete in positions such as overfall dam dam facing, water-conveyance tunnel, spillway or protection-aprons, often
Be subjected to high-velocity flow or hold sand under the arm, stone high-velocity flow rushes mill, and the breakoff phenomenons such as abrasion, cavitation corrosion easily occur, it is not only direct or
The normal safe operation for influencing engineering is connect, and safeguards that renewal expense is huge.Existing resistant abrasion material is in construction process
The later period performance for neutralizing scene exposes many problems, if silicon powder series abrasion resistance concrete early strength is developed at a too fast speed, in
Later strength growth is small, and heat of hydration release is concentrated, and drying shrinkage and self-desiccation shrinkage are big, easily generation crack；Modified epoxy class is anti-
It rushes frosted slurry and protective coating and still contains more volatile solvents component, the easy act under moist and water environment does not have
It significantly improves, flexibility still is apparent not enough, and is easy hollowing, cracking and flaking.On the other hand, in the big of highway and tunnel
In development, there is technical problem to be solved there is also some, such as the problem of bumping at bridge-head in subgrade location, highfill embankment
The freeze thawing of stability of slope problem, severe cold area breaks the maintenance of slope problem and Tunnel Engineering and bankets etc., these are all to coagulation
Soil sand slurry proposes higher requirement.
Summary of the invention
An object of the present invention is to provide a kind of NEW TYPE OF COMPOSITE mortar material,.
NEW TYPE OF COMPOSITE mortar material of the invention, the raw material including following parts by weight: 1 part~5 parts of masonry mortar, plastering
0.1 part~1 part and 0.2 part~1.5 parts of cement mortar of mortar.
NEW TYPE OF COMPOSITE mortar material of the invention, can improve the physical property of mortar, and diffusion water is primarily served in mortar
The effects of mud, emulsion foam, with label, compared with the mortar of proportion, 10-20% or so can be improved in intensity, and can save
10%~20% or so cement consumption.Mortar bonding power is strong, can overcome the common faults such as flake, crack, in inflator pump, conventional pump
Using best, the full degree of mortar at bed joint in masonry is high for ground bottoming or surface layer, can reduce after landing ash, hardening have it is freeze proof, impervious,
Heat preservation, heat-insulated and other effects.There is NEW TYPE OF COMPOSITE mortar material of the invention good water-retaining property, block surfaces can not do any place
Reason, it is easy for construction.High resilience, flexible plastic can significantly improve mortar workability, save labour and bin stock place, mitigate
Labor intensity of workers improves work efficiency, hence it is evident that improves construction quality.
In addition, the NEW TYPE OF COMPOSITE mortar material that the present invention is above-mentioned, can also have the following additional technical features:
As a preferred embodiment of the present invention, the NEW TYPE OF COMPOSITE mortar material further includes following parts by weight
Raw material: 0.01 part~0.1 part of carbon fiber, 0.05 part~1 part of silane coupling agent, 0.01 part of vinal~0.1 part, the Black Warrior
2 parts~8 parts and 5 parts~15 parts of rice husk of rock fiber.
As a preferred embodiment of the present invention, the NEW TYPE OF COMPOSITE mortar material, the original including following parts by weight
Material: 1 part of masonry mortar, 1 part of plastering mortar, 0.2 part of cement mortar, 0.1 part of carbon fiber, 0.05 part of silane coupling agent, polyethylene
0.1 part of alcohol fiber, 2 parts of basalt fibre and 15 parts of rice husk.
As a preferred embodiment of the present invention, the NEW TYPE OF COMPOSITE mortar material, the original including following parts by weight
Material: 5 parts of masonry mortar, 0.1 part of plastering mortar, 1.5 parts of cement mortar, 0.01 part of carbon fiber, 1 part of silane coupling agent, polyethylene
0.01 part of alcohol fiber, 8 parts of basalt fibre and 5 parts of rice husk.
As a preferred embodiment of the present invention, the NEW TYPE OF COMPOSITE mortar material, the original including following parts by weight
Material: 3 parts of masonry mortar, 0.5 part of plastering mortar, 0.8 part of cement mortar, 0.05 part of carbon fiber, 0.75 part of silane coupling agent, poly- second
0.05 part of enol fiber, 5 parts of basalt fibre and 10 parts of rice husk.
It is another object of the present invention to the preparation methods for proposing the NEW TYPE OF COMPOSITE mortar material.
The preparation method of the NEW TYPE OF COMPOSITE mortar material, includes the following steps, the raw material is mixed, then in ball
Ball milling in grinding machine obtains NEW TYPE OF COMPOSITE mortar material.
Further, Ball-milling Time is 14h~18h.
Another object of the present invention is to propose the NEW TYPE OF COMPOSITE mortar material in terms of the realm of building construction
Using.
Additional aspect and advantage of the invention will be set forth in part in the description, and will partially become from the following description
Obviously, or practice through the invention is recognized.
Specific embodiment
The embodiment of the present invention is described below in detail, the embodiment is exemplary, it is intended to it is used to explain the present invention, and
It is not considered as limiting the invention.
Embodiment 1
Embodiment 1 proposes a kind of NEW TYPE OF COMPOSITE mortar material, the raw material including following parts by weight: 1 part of masonry mortar,
1 part of plastering mortar, 0.2 part of cement mortar, 0.1 part of carbon fiber, 0.05 part of silane coupling agent, 0.1 part of vinal, the Black Warrior
2 parts and 15 parts of rice husk of rock fiber.
The preparation method of the NEW TYPE OF COMPOSITE mortar material of embodiment 1, includes the following steps, the raw material is mixed, then
Ball milling 14h in the ball mill obtains NEW TYPE OF COMPOSITE mortar material.
Embodiment 2
Embodiment 2 proposes a kind of NEW TYPE OF COMPOSITE mortar material, the raw material including following parts by weight: 5 parts of masonry mortar,
It is 0.1 part of plastering mortar, 1.5 parts of cement mortar, 0.01 part of carbon fiber, 1 part of silane coupling agent, 0.01 part of vinal, profound
8 parts and 5 parts of rice husk of military rock fiber.
The preparation method of the NEW TYPE OF COMPOSITE mortar material of embodiment 2, includes the following steps, the raw material is mixed, then
Ball milling 18h in the ball mill obtains NEW TYPE OF COMPOSITE mortar material.
Embodiment 3
Embodiment 3 proposes a kind of NEW TYPE OF COMPOSITE mortar material, the raw material including following parts by weight: 3 parts of masonry mortar,
0.5 part of plastering mortar, 0.8 part of cement mortar, 0.05 part of carbon fiber, 0.75 part of silane coupling agent, 0.05 part of vinal,
5 parts and 10 parts of rice husk of basalt fibre.
The preparation method of the NEW TYPE OF COMPOSITE mortar material of embodiment 3, includes the following steps, the raw material is mixed, then
Ball milling 16h in the ball mill obtains NEW TYPE OF COMPOSITE mortar material.
Embodiment 4
Embodiment 4 proposes a kind of NEW TYPE OF COMPOSITE mortar material, the raw material including following parts by weight: 1 part of masonry mortar,
1 part of plastering mortar, 0.2 part of cement mortar, 0.1 part of carbon fiber, 0.05 part of silane coupling agent, 0.1 part of vinal, the Black Warrior
2 parts and 15 parts of rice husk of rock fiber.
The preparation method of the NEW TYPE OF COMPOSITE mortar material of embodiment 4, includes the following steps, the raw material is mixed, then
Ball milling 15h in the ball mill obtains NEW TYPE OF COMPOSITE mortar material.
Embodiment 5
Embodiment 5 proposes a kind of NEW TYPE OF COMPOSITE mortar material, the raw material including following parts by weight: 5 parts of masonry mortar,
It is 0.1 part of plastering mortar, 1.5 parts of cement mortar, 0.01 part of carbon fiber, 1 part of silane coupling agent, 0.01 part of vinal, profound
8 parts and 5 parts of rice husk of military rock fiber.
The preparation method of the NEW TYPE OF COMPOSITE mortar material of embodiment 5, includes the following steps, the raw material is mixed, then
Ball milling 17h in the ball mill obtains NEW TYPE OF COMPOSITE mortar material.
Embodiment 6
Embodiment 6 proposes a kind of NEW TYPE OF COMPOSITE mortar material, the raw material including following parts by weight: 3 parts of masonry mortar,
0.5 part of plastering mortar, 0.8 part of cement mortar, 0.05 part of carbon fiber, 0.75 part of silane coupling agent, 0.05 part of vinal,
5 parts and 10 parts of rice husk of basalt fibre.
The preparation method of the NEW TYPE OF COMPOSITE mortar material of embodiment 6, includes the following steps, the raw material is mixed, then
Ball milling 15h in the ball mill obtains NEW TYPE OF COMPOSITE mortar material.
NEW TYPE OF COMPOSITE mortar material of the invention, can improve the physical property of mortar, and diffusion water is primarily served in mortar
The effects of mud, emulsion foam, with label, compared with the mortar of proportion, 10-20% or so can be improved in intensity, and can save
10%~20% or so cement consumption.Mortar bonding power is strong, can overcome the common faults such as flake, crack, in inflator pump, conventional pump
Using best, the full degree of mortar at bed joint in masonry is high for ground bottoming or surface layer, can reduce after landing ash, hardening have it is freeze proof, impervious,
Heat preservation, heat-insulated and other effects.There is NEW TYPE OF COMPOSITE mortar material of the invention good water-retaining property, block surfaces can not do any place
Reason, it is easy for construction.High resilience, flexible plastic can significantly improve mortar workability, save labour and bin stock place, mitigate
Labor intensity of workers improves work efficiency, hence it is evident that improves construction quality.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
The description of example " or " some examples " etc. means specific features, structure, material or spy described in conjunction with this embodiment or example
Point is included at least one embodiment or example of the invention.In the present specification, schematic expression of the above terms are not
It must be directed to identical embodiment or example.Moreover, particular features, structures, materials, or characteristics described can be in office
It can be combined in any suitable manner in one or more embodiment or examples.In addition, without conflicting with each other, the skill of this field
Art personnel can tie the feature of different embodiments or examples described in this specification and different embodiments or examples
It closes and combines.
Although the embodiments of the present invention has been shown and described above, it is to be understood that above-described embodiment is example
Property, it is not considered as limiting the invention, those skilled in the art within the scope of the invention can be to above-mentioned
Embodiment is changed, modifies, replacement and variant.
Claims (8)
1. a kind of NEW TYPE OF COMPOSITE mortar material, which is characterized in that the raw material including following parts by weight: masonry mortar 1 part~5
Part, 0.1 part~1 part of plastering mortar and 0.2 part~1.5 parts of cement mortar.
2. NEW TYPE OF COMPOSITE mortar material according to claim 1, which is characterized in that further include the original of following parts by weight
Material: 0.01 part~0.1 part of carbon fiber, 0.05 part~1 part of silane coupling agent, 0.01 part of vinal~0.1 part, basalt
2 parts~8 parts and 5 parts~15 parts of rice husk of fiber.
3. NEW TYPE OF COMPOSITE mortar material according to claim 1, which is characterized in that the raw material including following parts by weight:
1 part of masonry mortar, 1 part of plastering mortar, 0.2 part of cement mortar, 0.1 part of carbon fiber, 0.05 part of silane coupling agent, polyvinyl alcohol are fine
0.1 part of dimension, 2 parts of basalt fibre and 15 parts of rice husk.
4. NEW TYPE OF COMPOSITE mortar material according to claim 1, which is characterized in that the raw material including following parts by weight:
5 parts of masonry mortar, 0.1 part of plastering mortar, 1.5 parts of cement mortar, 0.01 part of carbon fiber, 1 part of silane coupling agent, polyvinyl alcohol are fine
0.01 part of dimension, 8 parts of basalt fibre and 5 parts of rice husk.
5. NEW TYPE OF COMPOSITE mortar material according to claim 1, which is characterized in that the raw material including following parts by weight:
3 parts of masonry mortar, 0.5 part of plastering mortar, 0.8 part of cement mortar, 0.05 part of carbon fiber, 0.75 part of silane coupling agent, polyethylene
0.05 part of alcohol fiber, 5 parts of basalt fibre and 10 parts of rice husk.
6. the preparation method of the described in any item NEW TYPE OF COMPOSITE mortar materials of claim 1-5, which is characterized in that including walking as follows
Suddenly, the raw material is mixed, then ball milling in the ball mill, obtains NEW TYPE OF COMPOSITE mortar material.
7. the preparation method of NEW TYPE OF COMPOSITE mortar material according to claim 6, which is characterized in that Ball-milling Time 14h
~18h.
8. application of the described in any item NEW TYPE OF COMPOSITE mortar materials of claim 1-7 in terms of the realm of building construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811063279.2A CN108947359A (en) | 2018-09-12 | 2018-09-12 | NEW TYPE OF COMPOSITE mortar material and its preparation method and application |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811063279.2A CN108947359A (en) | 2018-09-12 | 2018-09-12 | NEW TYPE OF COMPOSITE mortar material and its preparation method and application |
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| CN108947359A true CN108947359A (en) | 2018-12-07 |
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Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1927758A (en) * | 2005-09-09 | 2007-03-14 | 上海市建筑科学研究院有限公司 | Building mortar material |
| KR20100012495A (en) * | 2008-07-29 | 2010-02-08 | 박홍욱 | Rust-resistant and earthquake-resistant mortar composition for repair of concrete structure |
| CN106866068A (en) * | 2017-01-21 | 2017-06-20 | 浙江益森科技股份有限公司 | A kind of assembled architecture containing building waste compound PC Mortar Plates of high-strength light |
-
2018
- 2018-09-12 CN CN201811063279.2A patent/CN108947359A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1927758A (en) * | 2005-09-09 | 2007-03-14 | 上海市建筑科学研究院有限公司 | Building mortar material |
| KR20100012495A (en) * | 2008-07-29 | 2010-02-08 | 박홍욱 | Rust-resistant and earthquake-resistant mortar composition for repair of concrete structure |
| CN106866068A (en) * | 2017-01-21 | 2017-06-20 | 浙江益森科技股份有限公司 | A kind of assembled architecture containing building waste compound PC Mortar Plates of high-strength light |
Non-Patent Citations (1)
| Title |
|---|
| 孙伟: "《纤维水泥与纤维混凝土 全国第四届学术会议论文集（一）》", 12 November 1992 * |
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Application publication date: 20181207 |