CN114368952A - Steam-curing-free concrete prefabricated part and forming method thereof - Google Patents

Steam-curing-free concrete prefabricated part and forming method thereof Download PDF

Info

Publication number
CN114368952A
CN114368952A CN202210136052.6A CN202210136052A CN114368952A CN 114368952 A CN114368952 A CN 114368952A CN 202210136052 A CN202210136052 A CN 202210136052A CN 114368952 A CN114368952 A CN 114368952A
Authority
CN
China
Prior art keywords
curing
prefabricated part
parts
early strength
concrete prefabricated
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
CN202210136052.6A
Other languages
Chinese (zh)
Inventor
吴志明
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.)
Zhejiang Ruiteng New Building Materials Co ltd
Original Assignee
Zhejiang Ruiteng New Building Materials 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 Zhejiang Ruiteng New Building Materials Co ltd filed Critical Zhejiang Ruiteng New Building Materials Co ltd
Priority to CN202210136052.6A priority Critical patent/CN114368952A/en
Publication of CN114368952A publication Critical patent/CN114368952A/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
    • C04B28/14Compositions 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 calcium sulfate cements
    • C04B28/142Compositions 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 calcium sulfate cements containing synthetic or waste calcium sulfate cements
    • C04B28/144Compositions 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 calcium sulfate cements containing synthetic or waste calcium sulfate cements the synthetic calcium sulfate being a flue gas desulfurization product
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/14Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
    • 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/26Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B24/2623Polyvinylalcohols; Polyvinylacetates
    • 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/26Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B24/2641Polyacrylates; Polymethacrylates
    • 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/38Polysaccharides or derivatives thereof
    • 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/38Polysaccharides or derivatives thereof
    • C04B24/383Cellulose or derivatives thereof
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack

Abstract

The invention discloses a steam-curing-free concrete prefabricated part and a forming method thereof, wherein the steam-curing-free concrete prefabricated part mainly comprises the following components in percentage by weight: an early strength-improving component consisting of portland cement, a crystalline core type early strength agent, an organic composite early strength agent and desulfurized gypsum, an adhesion-improving component and a durability-improving component. The invention can early strengthen the unformed stock solution by the Portland cement, the crystal nucleus type early strength agent, the organic composite early strength agent and the desulfurized gypsum, so that the unformed stock solution can be firm without a steam curing process, and the problems that the steam curing process has a steam curing process during the production of the existing concrete prefabricated part, and part of water is converted into gas along with the rise of the temperature, so that the expansion effect is more intensified, the porosity in the concrete can be increased due to the expansion of the pressure in the hole, and the internal micro cracks can be generated due to the increase of the pressure in the hole are solved.

Description

Steam-curing-free concrete prefabricated part and forming method thereof
Technical Field
The invention relates to the technical field of concrete prefabricated parts, in particular to a steam-curing-free concrete prefabricated part and a forming method thereof.
Background
The concrete precast element is a building element which is made in advance in a factory by taking concrete as a basic material, and comprises a beam, a plate, a column, a building decoration fitting and the like, but the existing concrete precast element has a steam curing process in production, and part of water is converted into gas along with the rise of temperature in the steam curing process, so that the expansion action is further intensified, the porosity in the concrete is increased, and the internal microcracks are also generated due to the increase of the pressure in the holes.
Disclosure of Invention
In order to solve the problems of the background art, the invention aims to provide a steam-curing-free concrete prefabricated part and a forming method thereof, which have the advantage of steam curing prevention and solve the problems that the existing concrete prefabricated part has a steam curing process during production, and part of water is converted into gas along with the increase of temperature in the steam curing process, so that the expansion effect is further intensified, the expansion effect can increase the porosity in the concrete, and the internal microcracks can be generated due to the increase of the pressure in holes.
In order to achieve the purpose, the invention provides the following technical scheme: the non-autoclaved concrete prefabricated part comprises the following main components in a molding formula: an early strength-improving component, a cohesiveness-improving component and a durability-improving component.
Preferably, the early strength-improving component comprises portland cement, a nuclear early strength agent, an organic composite early strength agent and desulfurized gypsum, the cohesiveness-improving component comprises cellulose ether, starch, dextrin, sodium polyacrylate and polyvinyl alcohol, and the durability-improving component comprises coarse aggregate, fine aggregate, an active material and an additive.
Preferably, the contents of the components are as follows: portland cement 200kg/m3100kg/m of crystal nucleus type early strength agent3110kg/m of organic composite early strength agent385kg/m of desulfurized gypsum310 parts of cellulose ether, 25 parts of starch, 10 parts of dextrin, 5 parts of sodium polyacrylate, 8 parts of polyvinyl alcohol, 80 parts of coarse aggregate, 85 parts of fine aggregate, 80 parts of active material and 75 parts of additive.
The non-autoclaved concrete prefabricated part and the forming method thereof comprise the steps of a) dry-wet stirring; step b), installing a mold; c) pouring and forming; step d) concrete curing;
step a), stirring dry and wet; the raw materials are subjected to dry stirring and then wet stirring, and the stirring is carried out for 40-60 s.
Step b), installing a mold; and (4) installing and molding the die, and then wiping off dust on the surface of the die.
C) pouring and forming; pouring the stirred raw materials into a mold, and initially molding the raw materials.
Step d) concrete curing; the concrete curing adopts natural curing, and a layer of plastic film is covered on the surface of the concrete in the curing process.
Preferably, the dry and wet stirring is performed by sequentially adding the components according to the proportion, and all the components cannot be directly added.
Preferably, the mold is sterilized before being installed, so that raw materials are prevented from deteriorating.
Preferably, the pouring opening is surrounded when the pouring is formed, so that the stock solution is prevented from falling to the ground.
Preferably, the plastic film covering the concrete during curing maintains the internal sealing property so as to keep the internal prefabricated parts wet.
Compared with the prior art, the invention has the following beneficial effects:
1. the invention can strengthen the unformed stock solution in early stage by the Portland cement, the crystal nucleus type early strength agent, the organic composite early strength agent and the desulfurized gypsum, so that the unformed stock solution can be firm without a steam curing process, the cellulose ether, the starch, the dextrin, the sodium polyacrylate and the polyvinyl alcohol can improve the viscosity among all the internal components, avoid the phenomenon that the components cannot be fused together, the use durability of the prefabricated member can be improved and the service life of the prefabricated member can be prolonged through the coarse aggregate, the fine aggregate, the active material and the additive, the problem that the existing concrete prefabricated member has a steam curing process during production, and part of water is converted into gas along with the rise of temperature in the steam curing process is solved, thereby further increasing the expansion which increases the porosity in the concrete and also causes the problem of micro-cracks in the interior due to the increase of the pressure in the pores.
Detailed Description
The technical solutions in the embodiments of the present invention are clearly and completely described, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The invention provides a steam-curing-free concrete prefabricated part and a forming method thereof, wherein the main components of the forming formula of the steam-curing-free concrete prefabricated part are as follows: an early strength-improving component, a cohesiveness-improving component and a durability-improving component.
The invention is further set that the early strength improving component consists of portland cement, a crystal nucleus type early strength agent, an organic composite early strength agent and desulfurized gypsum, the cohesiveness improving component consists of cellulose ether, starch, dextrin, sodium polyacrylate and polyvinyl alcohol, and the durability improving component consists of coarse aggregate, fine aggregate, an active material and an additive.
The invention is further provided that the content of each component is as follows: portland cement 200kg/m3100kg/m of crystal nucleus type early strength agent3110kg/m of organic composite early strength agent385kg/m of desulfurized gypsum310 parts of cellulose ether, 25 parts of starch, 10 parts of dextrin, 5 parts of sodium polyacrylate, 8 parts of polyvinyl alcohol, 80 parts of coarse aggregate, 85 parts of fine aggregate, 80 parts of active material and 75 parts of additive.
The invention provides a steam-curing-free concrete prefabricated part and a forming method thereof, comprising the steps of a) stirring dry and wet materials; step b), installing a mold; c) pouring and forming; step d) concrete curing;
step a), stirring dry and wet; the raw materials are subjected to dry stirring and then wet stirring, and the stirring is carried out for 40-60 s.
Step b), installing a mold; and (4) installing and molding the die, and then wiping off dust on the surface of the die.
C) pouring and forming; pouring the stirred raw materials into a mold, and initially molding the raw materials.
Step d) concrete curing; the concrete curing adopts natural curing, and a layer of plastic film is covered on the surface of the concrete in the curing process.
The invention is further set that the dry and wet stirring needs to be carried out in sequence according to the proportion, and the dry and wet stirring cannot be carried out directly.
The invention is further set that the mould is sterilized firstly when the mould is installed, so that the raw materials are prevented from deteriorating.
The invention is further set that the pouring opening is surrounded when pouring and forming are carried out, and the stock solution is prevented from falling on the ground.
The invention is further configured such that the plastic film covering the concrete during curing maintains the internal tightness and keeps the internal prefabricated parts moist.
The working principle and the using process of the invention are as follows: firstly, carrying out dry mixing and wet mixing on raw materials, stirring for 40-60 s, sequentially adding the raw materials in proportion during dry-wet mixing, wherein the raw materials cannot be completely and directly added, then installing and forming a mould, wiping dust on the surface of the mould clean, then carrying out sterilization treatment on the mould, pouring the stirred raw materials into the mould to carry out initial forming, carrying out natural curing on the formed concrete, covering a layer of plastic film on the surface of the concrete during curing, and keeping the inside tightness of the covered plastic film so as to keep the inside prefabricated component moist, thereby achieving the effect of avoiding steam curing.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (8)

1. A steam-curing-free concrete prefabricated part and a forming method thereof are characterized in that: the steam-curing-free concrete prefabricated part comprises the following main components in percentage by weight: an early strength-improving component, a cohesiveness-improving component and a durability-improving component.
2. The non-autoclaved concrete prefabricated part and the forming method thereof according to claim 1, wherein: the early strength improving component consists of portland cement, a crystal nucleus type early strength agent, an organic composite early strength agent and desulfurized gypsum, the cohesiveness improving component consists of cellulose ether, starch, dextrin, sodium polyacrylate and polyvinyl alcohol, and the durability improving component consists of coarse aggregate, fine aggregate, an active material and an additive.
3. The non-autoclaved concrete prefabricated part and the forming method thereof according to claim 1, wherein: the contents of the components are as follows: portland cement 200kg/m3100kg/m of crystal nucleus type early strength agent3110kg/m of organic composite early strength agent385kg/m of desulfurized gypsum310 parts of cellulose ether, 25 parts of starch, 10 parts of dextrin, 5 parts of sodium polyacrylate, 8 parts of polyvinyl alcohol, 80 parts of coarse aggregate, 85 parts of fine aggregate, 80 parts of active material and 75 parts of additive.
4. The non-autoclaved concrete prefabricated part and the forming method thereof according to claim 1, wherein: comprising the steps of a) stirring dry and wet; step b), installing a mold; c) pouring and forming; step d) concrete curing;
step a), stirring dry and wet; the raw materials are subjected to dry stirring and then wet stirring, and the stirring is carried out for 40-60 s.
Step b), installing a mold; and (4) installing and molding the die, and then wiping off dust on the surface of the die.
C) pouring and forming; pouring the stirred raw materials into a mold, and initially molding the raw materials.
Step d) concrete curing; the concrete curing adopts natural curing, and a layer of plastic film is covered on the surface of the concrete in the curing process.
5. The non-autoclaved concrete prefabricated part and the forming method thereof according to claim 4, wherein: and during dry-wet stirring, the materials are required to be sequentially put in proportion, and the materials cannot be completely and directly put in.
6. The non-autoclaved concrete prefabricated part and the forming method thereof according to claim 4, wherein: when the die is installed, the die is sterilized firstly, so that raw materials are prevented from deteriorating.
7. The non-autoclaved concrete prefabricated part and the forming method thereof according to claim 4, wherein: when pouring and forming are carried out, the pouring opening is surrounded, and stock solution is prevented from being scattered on the ground.
8. The non-autoclaved concrete prefabricated part and the forming method thereof according to claim 4, wherein: the plastic film covering the concrete during curing is to maintain the internal tightness so that the internal prefabricated parts are kept wet.
CN202210136052.6A 2022-02-15 2022-02-15 Steam-curing-free concrete prefabricated part and forming method thereof Pending CN114368952A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210136052.6A CN114368952A (en) 2022-02-15 2022-02-15 Steam-curing-free concrete prefabricated part and forming method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210136052.6A CN114368952A (en) 2022-02-15 2022-02-15 Steam-curing-free concrete prefabricated part and forming method thereof

Publications (1)

Publication Number Publication Date
CN114368952A true CN114368952A (en) 2022-04-19

Family

ID=81146158

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210136052.6A Pending CN114368952A (en) 2022-02-15 2022-02-15 Steam-curing-free concrete prefabricated part and forming method thereof

Country Status (1)

Country Link
CN (1) CN114368952A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108249846A (en) * 2017-12-13 2018-07-06 镇江建科建设科技有限公司 A kind of non-evaporating curing concrete prefabricated components and its forming method
CN108529986A (en) * 2018-05-22 2018-09-14 上海宝岳住宅工业有限公司 A kind of non-evaporating curing concrete prefabricated components of low-temperature high-early strength and its production method
CN108840624A (en) * 2018-07-09 2018-11-20 武汉理工大学 A kind of rapid curing light weight board and preparation method thereof suitable for assembled architecture
CN113773022A (en) * 2021-09-27 2021-12-10 明阳智慧能源集团股份公司 White clear water finish concrete for prefabricated parts and preparation method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108249846A (en) * 2017-12-13 2018-07-06 镇江建科建设科技有限公司 A kind of non-evaporating curing concrete prefabricated components and its forming method
CN108529986A (en) * 2018-05-22 2018-09-14 上海宝岳住宅工业有限公司 A kind of non-evaporating curing concrete prefabricated components of low-temperature high-early strength and its production method
CN108840624A (en) * 2018-07-09 2018-11-20 武汉理工大学 A kind of rapid curing light weight board and preparation method thereof suitable for assembled architecture
CN113773022A (en) * 2021-09-27 2021-12-10 明阳智慧能源集团股份公司 White clear water finish concrete for prefabricated parts and preparation method thereof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
魏文彪, 中国铁道出版社 *

Similar Documents

Publication Publication Date Title
CN101456707B (en) Fiber reinforcement fine aggregate glued stone concrete light partition board and method for producing the same
NZ200949A (en) A process for producing a non-asbestos corrugated sheet
CN101298378A (en) Flexible ceramic-like tile and production process thereof
CN104003674A (en) Silicon-calcium plate and production method thereof
CN110092628A (en) A kind of environment-friendly composite material wall body brick and preparation method thereof
CN110606710A (en) Inorganic recycled aggregate high-strength artificial artistic stone plate and preparation method thereof
CN102515689A (en) Lightweight hollow perlite partition plate and preparation method thereof
CN109942253A (en) A kind of energy-saving self-insulating concrete and production technology
CN101403245B (en) Coal ash light insulated wall board and method for producing the same
CN101407396A (en) Stalk light insulated wall board and manufacturing method thereof
CN110734254A (en) composite heat-insulating novel building material and preparation method thereof
CN113429173B (en) Engineering muck baking-free corrugated tile and preparation process thereof
CN100369857C (en) Environmental protection type multi functional putty for scraping walls of architecture
CN110344521B (en) Construction method of building wall
CN114368952A (en) Steam-curing-free concrete prefabricated part and forming method thereof
CN112431311A (en) Building block and production process thereof
CN107793088A (en) Lightweight anti-cracking heat insulation mortar
CN112624672A (en) Assembled high-energy-saving foamed light porous partition board and preparation method thereof
CN109721305B (en) EPS molding line and preparation method thereof
CN109678435B (en) GRC decorative curtain wall board made of low-quality recycled fine aggregate and preparation method thereof
JP2820768B2 (en) Concrete building materials
CN101269929B (en) Water-proof concrete mortar additive agent, preparing method and method of use thereof
CN113277808A (en) Light wallboard based on engineering residual soil and preparation process thereof
CN112851281A (en) Method for preparing polymer quick-drying early-strength anti-corrosion mortar
CN109879649A (en) High-strength light heat-preserving hollow concrete block and preparation 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
RJ01 Rejection of invention patent application after publication

Application publication date: 20220419

RJ01 Rejection of invention patent application after publication