CN110330285A - A kind of machine-made sand concrete material of architectural prefab and preparation method thereof - Google Patents

A kind of machine-made sand concrete material of architectural prefab and preparation method thereof Download PDF

Info

Publication number
CN110330285A
CN110330285A CN201910379245.2A CN201910379245A CN110330285A CN 110330285 A CN110330285 A CN 110330285A CN 201910379245 A CN201910379245 A CN 201910379245A CN 110330285 A CN110330285 A CN 110330285A
Authority
CN
China
Prior art keywords
machine
made sand
concrete material
architectural
sand concrete
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
CN201910379245.2A
Other languages
Chinese (zh)
Inventor
顾培翀
赵斌
周思埼
陈晋宇
陈楠楠
张佳煜
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.)
Suzhou Liang Pu Residential Industry Co Ltd
Suzhou Liangpu Dwelling House Industrial Co Ltd
Original Assignee
Suzhou Liang Pu Residential Industry Co Ltd
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 Suzhou Liang Pu Residential Industry Co Ltd filed Critical Suzhou Liang Pu Residential Industry Co Ltd
Priority to CN201910379245.2A priority Critical patent/CN110330285A/en
Publication of CN110330285A publication Critical patent/CN110330285A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/04Portland cements

Landscapes

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

Abstract

The present invention provides a kind of machine-made sand concrete materials of architectural prefab comprising the material of following weight percent: water 0.1-0.5%;Cement 10-15%;Machine-made Sand 2-6%;Fine sand 25-35%;Stone 40-45%;Additive 0.01-0.03%;Gelling agent 10-15%.The present invention also provides a kind of preparation methods of the machine-made sand concrete material of architectural prefab.The present invention can substitute yellow ground use completely under the premise of proof strength compared to the prior art.

Description

A kind of machine-made sand concrete material of architectural prefab and preparation method thereof
Technical field
The present invention relates to a kind of machine-made sand concrete materials, and in particular to a kind of machine-made sand concrete material of architectural prefab Material and preparation method thereof.
Background technique
Currently, the sand in most of China area is natural sand.But with continuing to increase for infrastructure step, natural sand Resource is increasingly reduced, and Sand for Concrete conflicting requirements become increasingly conspicuous.Requirement with high performance concrete to aggregate is continuously improved. Good yellow ground is fewer and fewer.Only with Shanghai City for, the demand of annual commerical ready-mixed concrete is calculated by 15,000,000 sides, annual demand 10,000,000 tons of yellow ground or so.Urgent need has the material of new substitution yellow ground, to solve the use sand contradiction of current concrete.
Summary of the invention
It, can be in consideration of it, the present invention provides machine-made sand concrete material of a kind of architectural prefab and preparation method thereof Substitute yellow ground use completely under the premise of proof strength.
Thus, on the one hand, the present invention provides a kind of machine-made sand concrete materials of architectural prefab comprising following weight Measure the material of percentage:
Further, a kind of machine-made sand concrete material of above-mentioned architectural prefab includes the material of following weight percent Material: water 0.2-0.4%;Cement 11-14%;Machine-made Sand 3-5%;Fine sand 28-32%;Stone 41-44%;Additive 0.01- 0.02%;Gelling agent 11-14%.
Further, a kind of machine-made sand concrete material of above-mentioned architectural prefab includes the material of following weight percent Material: water 0.2-0.3%;Cement 12-13%;Machine-made Sand 3-4%;Fine sand 29-31%;Stone 41-43%;Additive 0.01- 0.02%;Gelling agent 12-13%.
Further, a kind of machine-made sand concrete material of above-mentioned architectural prefab includes the material of following weight percent Material: water 0.2-0.3%;Cement 12-13%;Machine-made Sand 3-4%;Fine sand 29-30%;Stone 41-42%;Additive 0.01- 0.02%;Gelling agent 12-13%.
Further, a kind of machine-made sand concrete material of above-mentioned architectural prefab includes the material of following weight percent Material: water 0.29%;Cement 13%;Machine-made Sand 3.7%;Fine sand 29%;Stone 42%;Additive 0.01%;Gelling agent 12%.
Further, the fineness of above-mentioned Machine-made Sand is 3.4.
Further, the fineness of above-mentioned fine sand is 2.0.
Further, above-mentioned additive is middle iron Aurion spy's high efficiency water reducing agent.
On the other hand, the present invention provides a kind of preparation methods of the machine-made sand concrete material of architectural prefab, special Sign is, above-mentioned each component material is mixed and stirred.
The machine-made sand concrete material and preparation method thereof of a kind of architectural prefab provided by the present invention, by being improved Material and preparation method, using mechanism sand and new proportion so that preparation concrete material intensity requirement is fully achieved, can To substitute the concrete based on yellow ground completely.
Specific embodiment
The exemplary embodiment of the disclosure is described in more detail below.Although showing the exemplary implementation of the disclosure Example, it being understood, however, that may be realized in various forms the disclosure and should not be limited by the embodiments set forth herein.On the contrary, These embodiments are provided to facilitate a more thoroughly understanding of the present invention, and can communicate completely to the scope of the present disclosure Those skilled in the art.
The following are a kind of machine-made sand concrete material of architectural prefab provided in an embodiment of the present invention and preparation method thereof, The machine-made sand concrete material is obtained by following proportion, and total weight is in terms of 500KG.
The preparation of the machine-made sand concrete material only needs to be mixed and stirred referring to common concrete making technology.
Meanwhile mechanism grain fineness number therein is 3.4, fine sand fineness is 2.0, stone fineness is 5-25, additive is specifically adopted Conch P.II.52.5. is specifically used with middle iron Aurion spy high efficiency water reducing agent, cement.
Experimental data table:
Project Embodiment 1 Embodiment 2 Embodiment 3 Embodiment 4
Water consumption adjustment Benchmark water Benchmark water Benchmark water Benchmark water
The slump 115mm 113mm 110mm 121mm
The same conditional intensity of 1d (MPa) 10.3 9.8 9.6 10.1
The same conditional intensity of 7d (MPa) 32.6 31.3 31.8 32.3
3d rebound strength (MPa) 25.7 25.1 24.8 24.9
Experiment condition is carried out referring to the existing determination condition for concrete material in the prior art, such as country's mark Described in quasi-, professional standard, details are not described herein.
According to above-described embodiment it can be seen that, a kind of machine-made sand concrete material of architectural prefab provided by the present embodiment Material, by improved material and preparation method, using mechanism sand and new proportion, so that the concrete material of preparation reaches completely To intensity requirement, the concrete based on yellow ground can be substituted completely.
Obviously, various changes and modifications can be made to the invention without departing from essence of the invention by those skilled in the art Mind and range.In this way, if these modifications and changes of the present invention belongs to the range of the claims in the present invention and its equivalent technologies Within, then the present invention is also intended to include these modifications and variations.

Claims (9)

1. a kind of machine-made sand concrete material of architectural prefab, which is characterized in that the material including following weight percent:
2. a kind of machine-made sand concrete material of architectural prefab according to claim 1, which is characterized in that including following The material of weight percent: water 0.2-0.4%;Cement 11-14%;Machine-made Sand 3-5%;Fine sand 28-32%;Stone 41-44%; Additive 0.01-0.02%;Gelling agent 11-14%.
3. a kind of machine-made sand concrete material of architectural prefab according to claim 1, which is characterized in that including following The material of weight percent: water 0.2-0.3%;Cement 12-13%;Machine-made Sand 3-4%;Fine sand 29-31%;Stone 41-43%; Additive 0.01-0.02%;Gelling agent 12-13%.
4. a kind of machine-made sand concrete material of architectural prefab according to claim 1, which is characterized in that including following The material of weight percent: water 0.2-0.3%;Cement 12-13%;Machine-made Sand 3-4%;Fine sand 29-30%;Stone 41-42%; Additive 0.01-0.02%;Gelling agent 12-13%.
5. a kind of machine-made sand concrete material of architectural prefab according to claim 1, which is characterized in that including following The material of weight percent: water 0.29%;Cement 13%;Machine-made Sand 3.7%;Fine sand 29%;Stone 42%;Additive 0.01%;Gelling agent 12%.
6. the machine-made sand concrete material of -5 any a kind of architectural prefabs according to claim 1, which is characterized in that institute The fineness for stating Machine-made Sand is 3.4.
7. the machine-made sand concrete material of -5 any a kind of architectural prefabs according to claim 1, which is characterized in that institute The fineness for stating fine sand is 2.0.
8. the machine-made sand concrete material of -5 any a kind of architectural prefabs according to claim 1, which is characterized in that institute Stating additive is middle iron Aurion spy's high efficiency water reducing agent.
9. a kind of preparation method of the machine-made sand concrete material of architectural prefab, which is characterized in that claim 1-5 is any The each component material mixing and stirring.
CN201910379245.2A 2019-05-08 2019-05-08 A kind of machine-made sand concrete material of architectural prefab and preparation method thereof Pending CN110330285A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910379245.2A CN110330285A (en) 2019-05-08 2019-05-08 A kind of machine-made sand concrete material of architectural prefab and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910379245.2A CN110330285A (en) 2019-05-08 2019-05-08 A kind of machine-made sand concrete material of architectural prefab and preparation method thereof

Publications (1)

Publication Number Publication Date
CN110330285A true CN110330285A (en) 2019-10-15

Family

ID=68139628

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910379245.2A Pending CN110330285A (en) 2019-05-08 2019-05-08 A kind of machine-made sand concrete material of architectural prefab and preparation method thereof

Country Status (1)

Country Link
CN (1) CN110330285A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004018135B4 (en) * 2004-04-08 2015-02-19 Veit Dennert Kg Baustoffbetriebe Method and molding device for producing porosity foam concrete moldings
CN104446257A (en) * 2014-12-07 2015-03-25 重庆建工住宅建设有限公司 Mixed sand self-compacting concrete and pouring construction method thereof
CN107265980A (en) * 2017-07-23 2017-10-20 四川华西绿舍建材有限公司 A kind of low glue material self-compacting concrete and compound method for mixing ultra fine sand

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004018135B4 (en) * 2004-04-08 2015-02-19 Veit Dennert Kg Baustoffbetriebe Method and molding device for producing porosity foam concrete moldings
CN104446257A (en) * 2014-12-07 2015-03-25 重庆建工住宅建设有限公司 Mixed sand self-compacting concrete and pouring construction method thereof
CN107265980A (en) * 2017-07-23 2017-10-20 四川华西绿舍建材有限公司 A kind of low glue material self-compacting concrete and compound method for mixing ultra fine sand

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
张彧 等主编: "《道路工程材料》", 30 April 2018 *
赖院生 等主编: "《混凝土配合比技术》", 30 November 2012 *

Similar Documents

Publication Publication Date Title
CN107572958B (en) Ultra-low viscosity cement paste and preparation method thereof
CN105016690B (en) Method for production of concrete from water quenched nickel-iron slag
CN107586077B (en) Super-retarding concrete
CN103102125B (en) Manufactured sand underwater dispersion resistant concrete and preparation method thereof
CN104556866B (en) A kind of mine tailing stone flour wet-mixing motar
CN106630844A (en) Set-retarding type long-distance pumping type concrete prepared by waste slag of subway project and application
CN109369097A (en) A kind of low cracking resistance mass concrete of high performance of creeping of lower shrinkage
CN111533504A (en) Ultrahigh-performance concrete formed by mixing machine-made sand and aeolian sand and preparation method thereof
CN112047679B (en) Recycled concrete and preparation method thereof
CN104944863A (en) Preparation method for high-strength self-compacting concrete with recycled fine aggregate
CN107365120A (en) A kind of concrete gel material, high-durability clear-water concrete and preparation method thereof
CN112358246B (en) High-elevation pumping high-performance desert sand concrete and preparation method thereof
CN105294006A (en) C100-C120 graded ultrahigh-strength concrete having high workability
CN107572853A (en) Limestone powder-slag powder composite admixture and preparation method thereof
CN107382190A (en) A kind of low viscosity high flowability C60 super high-rise pumping concrete based on ultra fine sand compounding
CN107021698B (en) A kind of grinding coagulation soil and preparation method thereof
CN104150803B (en) Alkali-slag concrete water reducer
CN107265980A (en) A kind of low glue material self-compacting concrete and compound method for mixing ultra fine sand
CN110395954A (en) A kind of electrolytic manganese residues lightweight aggregate hollow block and preparation method thereof
CN108689670B (en) Concrete for long wall engineering and preparation method thereof
CN113998939A (en) Phosphogypsum-based super-retarding concrete and preparation method thereof
CN114057438A (en) Low-alkali compression-resistant fracture-resistant green environment-friendly concrete and preparation method thereof
CN110330285A (en) A kind of machine-made sand concrete material of architectural prefab and preparation method thereof
CN104030593A (en) Steel slag/limestone composite admixture for concrete and preparation method thereof
CN113429181A (en) Low-shrinkage low-viscosity ultrahigh-strength concrete

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
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20191015