CN108059377A - A kind of C4A3The phosphoaluminate clinker of $ types - Google Patents

A kind of C4A3The phosphoaluminate clinker of $ types Download PDF

Info

Publication number
CN108059377A
CN108059377A CN201711417311.8A CN201711417311A CN108059377A CN 108059377 A CN108059377 A CN 108059377A CN 201711417311 A CN201711417311 A CN 201711417311A CN 108059377 A CN108059377 A CN 108059377A
Authority
CN
China
Prior art keywords
phosphoaluminate
clinker
types
calcium
clinkers
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
CN201711417311.8A
Other languages
Chinese (zh)
Inventor
王守德
李树森
张文龙
程新
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.)
University of Jinan
Original Assignee
University of Jinan
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 University of Jinan filed Critical University of Jinan
Priority to CN201711417311.8A priority Critical patent/CN108059377A/en
Publication of CN108059377A publication Critical patent/CN108059377A/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
    • C04B12/00Cements not provided for in groups C04B7/00 - C04B11/00
    • C04B12/02Phosphate cements
    • C04B12/025Phosphates of ammonium or of the alkali or alkaline earth metals

Landscapes

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

Abstract

The invention discloses a kind of C4A3The phosphoaluminate clinker of $ types, raw material chemical composition weight percent are:35 50%CaO, 20 40%Al2O3, 10 20%P2O5, 2 3%SO3, 1.5 3%Fe2O3;The C4A3The firing temperature of $ type phosphoaluminate clinkers is 1350 DEG C~1400 DEG C, burns till rear kiln discharge, is formed through rapid cooling.The present invention is fundamentally avoided without CA mineral due to its hydrated product phase transformation (CAH10Or C2AH8Mutually become C3AH6) the next destruction of cause cement volume shrinkage band;Compared with drated calcium aluminate, the C that contains in new clinker system4A3$ aquations form entringite and assign the clinker more prominent early mechanics characteristics, are a kind of C that can be applied to ocean engineering4A3$ type phosphoaluminate clinkers.

Description

A kind of C4A3The phosphoaluminate clinker of $ types
Technical field
The present invention relates to a kind of cement materials, and in particular to a kind of C4A3The phosphoaluminate clinker of $ types.
Background technology
Marine environment is complicated and changeable, containing with SO4 2-、Cl-、Mg2+For the chemical attack that the erosion carbon dioxide of representative is brought, The physical factors such as tide, hurricane, ice slush, ocean current, beach evolution, alluvion and Sediment Transport are all to the durability of concrete It causes to seriously affect, the extra large work engineering service life is greatly shortened, therefore cement used in ocean engineering is except needing to meet unskilled labor Outside the demands such as intensity, workability required by journey is good, it should also be taken into account that have certain impermeability, frost resistance, it is corrosion-resistant, Resist the performances such as ice slush shock.With the Large scale construction of China ocean offshore engineering, the durability for improving concrete has weight Want meaning.
At present, existing cement type cannot all well adapt to the application conditions of extra large work engineering, using portland cement as The cement for construction in sea of matrix is slower with early hydration speed, and intensity is low, and a large amount of Ca (OH) are contained in hydrated product2, anti-Cl-With SO4 2-Permeance property is poor, and the later stage is susceptible to shrinkage cracking, and impervious and corrosion resistance has seriously affected cement durability.For The various shortcoming of reply portland cement, China done numerous studies on aluminium sulfate modified portland cement at present.Specially Profit, in a kind of method (CN1513791A) that portland cement is modified, using Portland clinker as base-material, with aluminium sulfate water Mud is modifying agent, then is subject to directly mixture after gypsum makees conditioning agent and forms.Using more also more effective way is in silicate Cement somehow sintering process in introduce aluminium sulfate ore deposit phase, such as a kind of high-performance Alite-sulphoaluminate of patent somehow after The technique method (CN101134647A) and the Portland clinker of the mineral containing dead plaster burnt till and its into production method (CN1490270) etc..Above method imparts that portland cement is hard soon, early strong hydrated properties and preferable density.But In the erosion in face of seawater and souring, performance is still not fully up to expectations.
Phosphor aluminate cement is a kind of new special cement, and main hydration products are aquation aluminophosphates gels, aquation Aluminate gel and hydroxyapatite.It is excellent that the characteristics of distinctive compact texture and hydrated product are free of Ca (OH) 2 imparts its Resistant to sea water corrode and scour resistance, particularly suitable for extra large work engineering construction.But there are a certain amount of CA ore deposits in the cement system Phase, although the ore deposit is mutually modified by oligo-element P, hydrated product stability increases, and does not have positive evidence card at present Its bright hydrated product long-time stability are good, and people have doubt to its long-time stability;Meanwhile cementitious material is using process It is middle to there is centainly dry-shrinkage deformed.For this purpose, present invention introducing element S formation in phosphor aluminate cement system is micro- swollen with aquation The C of swollen characteristic4A3$ thoroughly eliminates CA ore deposit phases, at the same compensate it is dry-shrinkage deformed during its use, for improving the cementitious material Long durability can be highly beneficial.
The content of the invention
For the above-mentioned problems in the prior art, the present invention provides a kind of C4A3The phosphor aluminate cement of $ types is ripe Material using the calcium aluminate in calcium sulphoaluminate substitution phosphor aluminate cement, prepares the C for being mainly used in ocean engineering4A3$ types Phosphoaluminate clinker.Contain a large amount of calcium aluminates in phosphor aluminate cement, make it have the property of high-early-strength, but also band Carry out many shortcomings, if setting time is too fast, calcium aluminate hydrated product is unstable etc..And calcium sulphoaluminate also has higher morning Phase intensity and resistant to sea water erosiveness, and calcining heat is low.
The present invention uses following technical scheme:
A kind of C4A3$ type phosphoaluminate clinkers, raw material composition weight percent are:
The C4A3The firing temperature of $ type phosphoaluminate clinkers is 1350 DEG C~1400 DEG C, burns till rear kiln discharge, warp Rapid cooling forms.
The C4A3The phosphoaluminate clinker of $ types, ore deposit phase composition degree are:Phosphorus calcium aluminate 35-45% Part, calcium sulphoaluminate 30-40%, calcium aluminoferrite 5-10%, calcium phosphate 15-25%, interphase 1-10%.Advantages of the present invention exists In:
1. carrying out dispensing using high calcium and high-sulfur, the CaO in raw material is made not only to meet the needs of phosphorus calcium aluminate and calcium phosphate, Also remaining CaO and enough sulphur are converted into calcium sulphoaluminate by aluminic acid calcium uptake.
2. containing a small amount of iron phase in dispensing, with the SO in raw material3Play mineralization together, reduce temperature that liquid phase occurs and Liquid phase viscosity is conducive to the easy fired of high temperature ore deposit phase phosphorus calcium aluminate.
3. calcining heat of the present invention is 1350-1400 DEG C, optimum calcinating temperature is 1360-1380 DEG C, drastically cold after burning till But.
Specific embodiment
Embodiment 1
Raw material component mass percent is CaO 39.6%, Al2O337.2%, P2O517.7%, SO32.8%, Fe2O3 2.7%, by design proportion mixing, firing temperature is set to 1370 DEG C, the clinker setting time of preparation and mechanical property such as 1 institute of table Show.
Embodiment 2
Raw material component mass percent is CaO 40.3%, Al2O337.2%, P2O517.1%, SO32.6%, Fe2O3 2.8%, by design proportion mixing, firing temperature is set to 1370 DEG C, the clinker setting time of preparation and mechanical property such as 1 institute of table Show.
Embodiment 3
Raw material component mass percent is CaO 39.3%, Al2O336.6%, P2O518.2%, SO32.8%, Fe2O3 3.1%, by design proportion mixing, firing temperature is set to 1370 DEG C, the clinker setting time of preparation and mechanical property such as 1 institute of table Show.
Embodiment 4
Raw material component mass percent is CaO 41.1%, Al2O335.7%, P2O517.2%, SO32.8%, Fe2O3 3.2%, by design proportion mixing, firing temperature is set to 1370 DEG C, the clinker setting time of preparation and mechanical property such as 1 institute of table Show.
1 C of table4A3$ type phosphoaluminate clinker setting times and mechanical property
The present invention uses C4A3$ substitutes the CA ore deposit phases in phosphoaluminate clinker, realizes C under cryogenic conditions4A3$ and phosphorus Calcium aluminate coexists;It prepares by C4A3$, phosphorus calcium aluminate and C3These three main mine phases of P and a small amount of calcium aluminoferrite and other among The C of phase composition4A3$ type phosphoaluminate clinkers.The present invention is fundamentally avoided without CA mineral due to its hydrated product phase Become (CAH10Or C2AH8Mutually become C3AH6) the next destruction of cause cement volume shrinkage band;Compared with drated calcium aluminate, new clinker body The C contained in system4A3$ aquations form entringite and assign the clinker more prominent early mechanics characteristics, early stage pressure-proof and snap-resistent Intensity is preferable;Due to SO3With Fe2O3Effective mineralization, high temperature ore deposit phase phosphorus calcium aluminate form temperature and are greatly reduced, and make this ripe Material system can synthesize at a lower temperature.

Claims (2)

1. a kind of C4A3The phosphoaluminate clinker of $ types, which is characterized in that its raw material chemical composition weight percent is:
35-50%CaO, 20-40%Al2O3, 10-20%P2O5, 2-3%SO3, 1.5-3%Fe2O3
The C4A3The firing temperature of $ type phosphoaluminate clinkers is 1350 DEG C~1400 DEG C, burns till rear kiln discharge, through rapidly It cools down.
2. C according to claim 14A3The phosphoaluminate clinker of $ types, which is characterized in that its ore deposit phase composition percentage Content is:35-45% parts, calcium sulphoaluminate 30-40%, calcium aluminoferrite 5-10%, calcium phosphate 15-25% of phosphorus calcium aluminate, interphase 1-10%.
CN201711417311.8A 2017-12-25 2017-12-25 A kind of C4A3The phosphoaluminate clinker of $ types Pending CN108059377A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711417311.8A CN108059377A (en) 2017-12-25 2017-12-25 A kind of C4A3The phosphoaluminate clinker of $ types

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711417311.8A CN108059377A (en) 2017-12-25 2017-12-25 A kind of C4A3The phosphoaluminate clinker of $ types

Publications (1)

Publication Number Publication Date
CN108059377A true CN108059377A (en) 2018-05-22

Family

ID=62139910

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711417311.8A Pending CN108059377A (en) 2017-12-25 2017-12-25 A kind of C4A3The phosphoaluminate clinker of $ types

Country Status (1)

Country Link
CN (1) CN108059377A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109650756A (en) * 2019-01-11 2019-04-19 济南大学 A kind of high temperature resistant Anti-radiation type Quinary system phosphoaluminate clinker
CN113149492A (en) * 2021-04-14 2021-07-23 济南大学 Q-phase-containing phospho-sulphoaluminate cement and preparation method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1498870A (en) * 2002-11-08 2004-05-26 胡佳山 Gelatinization material of phosphoaluminic salt system
US20060288912A1 (en) * 2002-12-24 2006-12-28 Henghu Sun Two-component wet cement, process and application thereof
CN104140216A (en) * 2014-06-24 2014-11-12 济南大学 High-iron phosphoaluminate cement clinker

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1498870A (en) * 2002-11-08 2004-05-26 胡佳山 Gelatinization material of phosphoaluminic salt system
US20060288912A1 (en) * 2002-12-24 2006-12-28 Henghu Sun Two-component wet cement, process and application thereof
CN104140216A (en) * 2014-06-24 2014-11-12 济南大学 High-iron phosphoaluminate cement clinker

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
SHUAI YANG,ET AL: "Mineral composition and performance of phosphoaluminate clinker with addition of SO3", 《APPLIED MECHANICS AND MATERIALS》 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109650756A (en) * 2019-01-11 2019-04-19 济南大学 A kind of high temperature resistant Anti-radiation type Quinary system phosphoaluminate clinker
CN109650756B (en) * 2019-01-11 2021-04-13 济南大学 High-temperature-resistant anti-radiation quinary system phosphoaluminate cement clinker
CN113149492A (en) * 2021-04-14 2021-07-23 济南大学 Q-phase-containing phospho-sulphoaluminate cement and preparation method thereof

Similar Documents

Publication Publication Date Title
CN105347707B (en) Anti-erosion low-calcium silicate cement and preparation method thereof
CN106082724B (en) A kind of high morning is strong, high resistance to corrosion portland cement and preparation method thereof
Aziz et al. Hydration and durability of sulphate-resisting and slag cement blends in Caron's Lake water
Xu et al. Preliminary investigation of artificial reef concrete with sulphoaluminate cement, marine sand and sea water
CN100429169C (en) Novel high sulfur-resistant cement
CN103396026B (en) Preparation method and new application of dolomite complex admixture
CN108358478B (en) Method for preparing cementing material by calcining coal gasification slag step by step
CN115093150B (en) Modifier for improving setting and hardening properties and carbonization resistance of phosphogypsum-based cementing material
CN105295876B (en) A kind of microdilatancy oil-well cement
CN103253921A (en) Cement concrete preventing corrosion of chlorine salt and preparation method thereof
CN102515646A (en) Antifreeze anticorrosion durable concrete and preparation method thereof
CN106746776A (en) Clinker and preparation method thereof
CN108658485A (en) A kind of hydraulic cement clinker and preparation method thereof, hydraulic cement and its application
CN105967600B (en) A kind of anti-corrosion mortar architecture of Endogenous Type toughness reinforcing
CN1028088C (en) Anti-erosion material of cement mortar or concrete and prodn. method thereof
CN108059377A (en) A kind of C4A3The phosphoaluminate clinker of $ types
CN108314344A (en) A kind of sulphur calcium silicate types phosphorus sulphoaluminate cement clinker
Xie et al. Trends and developments in low-heat portland cement and concrete: A review
CN104926160A (en) Preparation method for high-performance cement
CN108383403A (en) A kind of calcined clay type sulphate aluminium cement gel rubber material
CN103288396B (en) Highway post-tensioning method prestressed concrete beam channel pressure slurry material, and preparation method thereof
CN1876593A (en) Silicate cement
CN108609876A (en) A kind of lime excitation cement for construction in sea and preparation method thereof
CN107986655A (en) A kind of phosphor aluminate cement is modified sulphoaluminate cement clinker
JP5728545B2 (en) Hardened salt-resistant cement

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: 20180522

RJ01 Rejection of invention patent application after publication