CN101987784A - Concrete delayed coagulation air entraining agent - Google Patents

Concrete delayed coagulation air entraining agent Download PDF

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Publication number
CN101987784A
CN101987784A CN2010102787329A CN201010278732A CN101987784A CN 101987784 A CN101987784 A CN 101987784A CN 2010102787329 A CN2010102787329 A CN 2010102787329A CN 201010278732 A CN201010278732 A CN 201010278732A CN 101987784 A CN101987784 A CN 101987784A
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CN
China
Prior art keywords
concrete
parts
air entraining
entraining agent
sodium
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
CN2010102787329A
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Chinese (zh)
Inventor
蒋德双
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.)
CHONGQING DAHUA CONCRETE ADDITIVE TECHNOLOGY DEVELOPMENT Co Ltd
Original Assignee
CHONGQING DAHUA CONCRETE ADDITIVE TECHNOLOGY DEVELOPMENT 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 CHONGQING DAHUA CONCRETE ADDITIVE TECHNOLOGY DEVELOPMENT Co Ltd filed Critical CHONGQING DAHUA CONCRETE ADDITIVE TECHNOLOGY DEVELOPMENT Co Ltd
Priority to CN2010102787329A priority Critical patent/CN101987784A/en
Publication of CN101987784A publication Critical patent/CN101987784A/en
Pending legal-status Critical Current

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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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

The invention relates to a building material, in particular to a concrete delayed coagulation air entraining agent which comprises the following components in parts by weight: 2-5 parts of lauryl sodium sulfate, 20-30 parts of sodium dodecyl benzene sulfonate (SDBS), 15-25 parts of white sugar, 10-16 parts of sodium hexametaphosphate, 12-18 parts of sodium gluconate and 22-25 parts of secondary coal ash. The invention has the following advantages: 1, the production process is simple and practicable; 2, the doping amount of the air entraining agent is less, and the cost is low; 3, the doping amount of the air entraining agent accounts for 0.2-0.8% of gelled materials; and 4, after the air entraining agent is doped, the hydration heat of mass concrete can be effectively inhibited, the centralized release of the hydration heat peaks of the concrete can be reduced, the concrete can be prevented from generating cracks, the bleeding rate of the concrete is lowered, the workability of the concrete is improved, and the durability of the concrete can be enhanced.

Description

The concrete retarding air entrapment agent
Technical field
The present invention relates to material of construction, especially a kind of slow setting air entrapment agent of making the concrete interpolation.
Background technology
Now, along with the continuous expansion of construction scale, concrete has also been proposed the Concrete Construction of multi-functional performance requriements, particularly large volume, no matter be in the winter time or in other seasons, hot weather construction is particularly evident, discharges in order to prevent that hydration heat from too concentrating, and avoids concrete to produce thermal stress cracks, then need low, the slow heat release of hydration heat, concrete needs slow setting, shrinks and the crack thereby reduce concrete surface, improves concrete impermeability and weather resistance.At present, concrete admixture with slow setting has high-performance water reducing agent, high efficiency water reducing agent, ordinary water-reducing agent, pumping agent, retardant etc. by the GB8076-2008 standard, and use high-performance water reducing agent, high efficiency water reducing agent, pumping agent effect fine, but cost is higher relatively; The retarding water reducer of ordinary water-reducing agent mainly is meant wooden calcium, wooden sodium etc., though price is low, volume is few, with the bad adaptability of cement, particularly contains the cement of fluorgypsum or anhydrite, tends to occur " false set " or long-time noncondensing phenomenon; Its air content of product that various explained hereafter of while are come out is widely different again, though retardant energy slow setting does not have air content, and the bleeding rate height, concrete parcel is poor, and weather resistance can not get guaranteeing.
Summary of the invention
It is simple to the purpose of this invention is to provide a kind of prescription, and raw material is easy to get, and is convenient for production, can effectively suppress the hydration heat of mass concrete, the concrete retarding air entrapment agent of raising weather resistance.
Technical scheme that purpose of the present invention adopts is, sodium lauryl sulphate, the Sodium dodecylbenzene sulfonate of content 〉=80%, the white sugar of content>95%, the sodium hexametaphosphate of content 〉=68%, the Sunmorl N 60S of content 〉=98%, second class powered coal ash by content 〉=90% are formed, and its composition is by weight:
Sodium lauryl sulphate 2-5 part
Sodium dodecylbenzene sulfonate 20-30 part
White sugar 15-25 part
Sodium hexametaphosphate 10-16 part
Sunmorl N 60S 12-18 part
Second class powered coal ash 22-25 part.
The present invention by weight dropping in the mixing machine one by one, fully stirred above-mentioned composition 40 minutes, get final product product of the present invention.
The invention has the advantages that: 1. production technique is simple, and product alkali-free and not chloride does not have corrosive nature to reinforcing bar.(2. volume is few, and cost is low, has slow setting and bleed effect.3. volume is the 0.2-0.8% of gelling material, according to the needs and the durability requirement of concrete coagulating time, adjusts volume voluntarily by the user.4. mixing of product of the present invention can be suppressed the hydration heat of mass concrete effectively, reduces the concentrated release of hydrated cementitious thermal spike, prevents that concrete from producing the crack, reduces concrete bleeding rate, improves workability, strengthens concrete weather resistance.
Embodiment
Further specify the present invention below in conjunction with embodiment.
Drop into one by one in the mixing machine that 11 kilowatt motors, speed reduction unit model are 60 rev/mins of BL-23-11, rotating speed by weight Sunmorl N 60S 140kg, second class powered coal ash 250kg the sodium hexametaphosphate 140kg of the white sugar 170kg of the Sodium dodecylbenzene sulfonate 270kg of the sodium lauryl sulphate 30kg of content 〉=90%, content 〉=80%, content>95%, content 〉=68%, content 〉=98% in batches, fully stirred 40 minutes, promptly get this product.
Sampling is tested by gelling material 0.5%, and it is as shown in the table to be examined concrete performance index:
Figure BSA00000266191400031
Conclusion: from being examined concrete performance as can be seen, slow setting air entrapment agent of the present invention mixes in the concrete, reduced concrete bleeding, retarding effect is obvious, has suppressed concrete hydration heat effectively, reduced the concentrated release of hydrated cementitious thermal spike, prevent the generation of distress in concrete, reduced concrete contraction, weather resistance increases substantially, concrete intensity did not only descend in 28 days, also had increase to a certain degree on the contrary.

Claims (1)

1. a concrete retarding air entrapment agent is made up of sodium lauryl sulphate, Sodium dodecylbenzene sulfonate, white sugar, sodium hexametaphosphate, Sunmorl N 60S, second class powered coal ash, it is characterized in that forming being by weight:
Sodium lauryl sulphate 2-5 part
Sodium dodecylbenzene sulfonate 20-30 part
White sugar 15-25 part
Sodium hexametaphosphate 10-16 part
Sunmorl N 60S 12-18 part
Second class powered coal ash 22-25 part.
CN2010102787329A 2010-09-10 2010-09-10 Concrete delayed coagulation air entraining agent Pending CN101987784A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010102787329A CN101987784A (en) 2010-09-10 2010-09-10 Concrete delayed coagulation air entraining agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010102787329A CN101987784A (en) 2010-09-10 2010-09-10 Concrete delayed coagulation air entraining agent

Publications (1)

Publication Number Publication Date
CN101987784A true CN101987784A (en) 2011-03-23

Family

ID=43744599

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010102787329A Pending CN101987784A (en) 2010-09-10 2010-09-10 Concrete delayed coagulation air entraining agent

Country Status (1)

Country Link
CN (1) CN101987784A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104176971A (en) * 2014-08-06 2014-12-03 广州市永昊建设工程有限公司 Foaming agent and preparation method thereof
CN108373285A (en) * 2018-03-31 2018-08-07 芜湖扬展新材料科技服务有限公司 A kind of composite concrete air entraining agent and preparation method thereof
CN110218015A (en) * 2019-06-10 2019-09-10 南京永能新材料有限公司 A kind of enhanced cement retarder and preparation method thereof
CN113698128A (en) * 2021-08-18 2021-11-26 山东百纳混凝土有限公司 Mortar admixture, preparation method thereof and use method of mortar admixture

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1844020A (en) * 2006-04-24 2006-10-11 蒋德双 Concrete pump and preparation method thereof
CN101314556A (en) * 2007-05-28 2008-12-03 重庆达华砼外加剂科技发展有限公司 Process for recovering residual naphthalin in naphthalin series water reducing agent synthesis
CN101343157A (en) * 2008-08-18 2009-01-14 蒋德双 Diminishing excitant and preparation method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1844020A (en) * 2006-04-24 2006-10-11 蒋德双 Concrete pump and preparation method thereof
CN101314556A (en) * 2007-05-28 2008-12-03 重庆达华砼外加剂科技发展有限公司 Process for recovering residual naphthalin in naphthalin series water reducing agent synthesis
CN101343157A (en) * 2008-08-18 2009-01-14 蒋德双 Diminishing excitant and preparation method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104176971A (en) * 2014-08-06 2014-12-03 广州市永昊建设工程有限公司 Foaming agent and preparation method thereof
CN104176971B (en) * 2014-08-06 2017-01-18 广州市永昊建设工程有限公司 Foaming agent and preparation method thereof
CN108373285A (en) * 2018-03-31 2018-08-07 芜湖扬展新材料科技服务有限公司 A kind of composite concrete air entraining agent and preparation method thereof
CN110218015A (en) * 2019-06-10 2019-09-10 南京永能新材料有限公司 A kind of enhanced cement retarder and preparation method thereof
CN113698128A (en) * 2021-08-18 2021-11-26 山东百纳混凝土有限公司 Mortar admixture, preparation method thereof and use method of mortar admixture
CN113698128B (en) * 2021-08-18 2022-06-24 山东百纳混凝土有限公司 Mortar additive, preparation method thereof and use method of mortar additive

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Application publication date: 20110323