CN106365475A - Anti-corrosion cement and application thereof - Google Patents
Anti-corrosion cement and application thereof Download PDFInfo
- Publication number
- CN106365475A CN106365475A CN201610775986.9A CN201610775986A CN106365475A CN 106365475 A CN106365475 A CN 106365475A CN 201610775986 A CN201610775986 A CN 201610775986A CN 106365475 A CN106365475 A CN 106365475A
- Authority
- CN
- China
- Prior art keywords
- cement
- corrosion
- parts
- clinker
- mixed material
- 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
Links
Classifications
-
- 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
- C04B7/00—Hydraulic cements
- C04B7/24—Cements from oil shales, residues or waste other than slag
- C04B7/26—Cements from oil shales, residues or waste other than slag from raw materials containing flue dust, i.e. fly ash
-
- 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
- C04B28/02—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 containing hydraulic cements other than calcium sulfates
- C04B28/021—Ash cements, e.g. fly ash cements ; Cements based on incineration residues, e.g. alkali-activated slags from waste incineration ; Kiln dust cements
-
- 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
- C04B7/00—Hydraulic cements
- C04B7/36—Manufacture of hydraulic cements in general
-
- 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
- C04B7/00—Hydraulic cements
- C04B7/36—Manufacture of hydraulic cements in general
- C04B7/43—Heat treatment, e.g. precalcining, burning, melting; Cooling
-
- 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
- C04B7/00—Hydraulic cements
- C04B7/36—Manufacture of hydraulic cements in general
- C04B7/48—Clinker treatment
- C04B7/52—Grinding ; After-treatment of ground cement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/12—Structures made of specified materials of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Architecture (AREA)
- Wood Science & Technology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Physics & Mathematics (AREA)
- Thermal Sciences (AREA)
- Combustion & Propulsion (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Treatment Of Sludge (AREA)
Abstract
The invention discloses anti-corrosion cement and an application thereof. The anti-corrosion cement comprises the following raw materials by weight: 280-720 parts of cement clinker, 80-210 parts of high-molecular polymer, 50-150 parts of calcium sulfate, 15-45 parts of coal ash, and 30-60 parts of a stabilizer. The anti-corrosion cement is prepared by the steps of mixing, pre-heating, decomposing, calcining, grinding and homogenizing. The composition sources of the anti-corrosion cement are extensive, the high-molecular polymer is added to the cement clinker for preparing the anti-corrosion cement, and the process is simple. Compared with other cement, the anti-corrosion performance of the prepared annular concrete pole and other cement product is stronger, and the abrasive resistance is good.
Description
Technical field
The present invention relates to a kind of cement, specifically a kind of corrosion-resistant cement and its application, belong to building material field.
Background technology
Cement is a kind of powdery hydraulicity inorganic coagulation material.Cement is in powder, becomes slurry after the stirring that adds water, can be in sky
Harden in gas or preferably harden in water, and can be cemented together securely for the materials such as sand, stone.The history of cement can chase after
Trace back the mixture of roman's Calx used in architectural engineering and volcanic ash.The mixture of early stage Calx and volcanic ash with
Modern lime pozzolanic cement is much like, the concrete made with its cementing rubble, and after hardening, not only intensity is higher, but also
The erosion of fresh water or brackish water can be resisted.British j. Parker fires a kind of brown cement with marl within 1796, claims Luo Mashui
Mud or Parker's cement.British j. A Sipuding limestone in 1824 and clay are fired into cement, the color after hardening and English
On Glan island, the local stone for building of Portland is similar, is named as Portland cement, and achieves patent right.Long-term with
Come, cement, as a kind of important Binder Materials, is widely used in the engineerings such as civil construction, water conservancy, national defence.With World Economics
Fast development, building, building industry also correspondingly flourishes.Cement, as a kind of most basic building material, has not
The cement of congenerous or several functions is developed, for example alumina cement, special cement etc..Although but current cement is multiple
Various, but it is as the change of cement purposes, novel concrete still has the huge market demand.
Under general use condition, general-purpose cement has preferable corrosion resistance in itself.But it is under corrosive environment, many
The concrete works that general-purpose cement is formulated just occurs getting up early to damage or even thoroughly destroy in a short time, and the engineering life-span much reaches not
To design life.Acid and acid water, salt, alkali and alkaline water are all easily caused cement corrosion and damage.
Content of the invention
It is an object of the invention to provide a kind of corrosion-resistant cement, to lift the corrosion resistance of cement.In order to solve above skill
Art problem, the present invention employs the following technical solutions: a kind of corrosion-resistant cement and preparation method thereof, in units of weight portion, comprises
Following raw material: 280 ~ 720 parts of clinker, 80 ~ 210 parts of high molecular polymer, 50 ~ 150 parts of calcium sulfate, 15 ~ 45 parts of flyash,
30 ~ 60 parts of stabilizer;Its preparation method comprises the following steps:
S1: after clinker, high molecular polymer, calcium sulfate, flyash mixing, homogenizing;
S2: step s1 gained mixed material is preheated, decomposes;
S3: step s2 gained mixed material is calcined at 1500 DEG C 30min;
S4: stabilizer is added step s3 gained mixed material grinding, homogenizing.
Preferably, in step s1, the mixing time of material mixing is 1 ~ 2h, and rotating speed is 800 ~ 1000r/min.
Preferably, in step s2, mixed material preheating temperature is 800 ~ 1200 DEG C.
Preferably, in step s4, homogenising time is 15 ~ 30min, and rotating speed is 400 ~ 600r/min.
Preferably, a diameter of 0.08 ~ 0.1mm of clinker that in step s4, grinding becomes.
Described stabilizer be cement stabilizing agent, can be polymer-type can also be bentonite type.
The corrosion-resistant cement composition ingredient origin of the present invention is extensive, by clinker interpolation high molecular polymer preparation
Become, operation is simple, it is higher that obtained annular concrete electric pole and other cement products compare other cement decay resistances, with
When, there is good wearability.
The corrosion-resistant cement of the present invention can adopt c50 concrete, c60 concrete, the match ratio of c65 concrete, prepares concurrent;Also may be used
With according to c50 concrete, using water: cement: sand: stone: the match ratio of water reducer=0.36:1:1:2.3:0.3% or according to c60
Concrete, using water: cement: sand: stone: the match ratio of water reducer=0.36:1:1.1:2.3:0.5%, produce cable channel cover plate water
Mud product.
When the corrosion-resistant cement of the present invention is used for producing cable channel cover plate, the preparation of concrete adopts order below: first plus
Enter sand, be subsequently adding cement, add 2/3rds water, stir 30s, finally add stone and remaining water, water reducer;
During concrete cast, it is vibrated to vibrator closely knit after filling concrete, and the concrete stirring time once is less than 45min.
When the corrosion-resistant cement of the present invention is used for producing concurrent, the preparation of concrete adopts order below: first plus
Enter sand, be subsequently adding cement, add 2/3rds water, stir 30s, finally add stone, remaining water, water reducer;
During concrete cast, in top end, 1 meter about should be filled up concrete and insert real, at half meter of butt, suitably few should note or do not note concrete.
Specific embodiment
A kind of corrosion-resistant cement of embodiment 1, in units of weight portion, comprises following raw material: 280 ~ 720 parts of clinker,
80 ~ 210 parts of high molecular polymer, 50 ~ 150 parts of calcium sulfate, 15 ~ 45 parts of flyash, 30 ~ 60 parts of stabilizer.Described corrosion-resistant water
The preparation method of mud, comprises the following steps:
S1: clinker, high molecular polymer, calcium sulfate, flyash are stirred 2h under the conditions of rotating speed is for 800r/min, carries out
Homogenizing;
S2: step s1 gained mixed material is preheated at 800 DEG C, decomposes;
S3: step s2 gained mixed material is calcined at 1500 DEG C 30min;
S4: step s3 gained mixed material grinding is become a diameter of 0.08mm, homogenizing 15min under 600r/min rotating speed.
A kind of corrosion-resistant cement of embodiment 2, in units of weight portion, comprises following raw material: 280 ~ 720 parts of clinker,
80 ~ 210 parts of high molecular polymer, 50 ~ 150 parts of calcium sulfate, 15 ~ 45 parts of flyash, 30 ~ 60 parts of stabilizer.Described corrosion-resistant water
The preparation method of mud, comprises the following steps:
S1: clinker, high molecular polymer, calcium sulfate, flyash are stirred 1h under the conditions of rotating speed is for 1000r/min, enters
Row homogenizing;
S2: step s1 gained mixed material is preheated at 1200 DEG C, decomposes;
S3: step s2 gained mixed material is calcined at 1500 DEG C 30min;
S4: step s3 gained mixed material grinding is become a diameter of 0.1mm, homogenizing 30min under 400r/min rotating speed.
A kind of corrosion-resistant cement of embodiment 3, in units of weight portion, comprises following raw material: 280 ~ 720 parts of clinker,
80 ~ 210 parts of high molecular polymer, 50 ~ 150 parts of calcium sulfate, 15 ~ 45 parts of flyash, 30 ~ 60 parts of stabilizer.Described corrosion-resistant water
The preparation method of mud, comprises the following steps:
S1: clinker, high molecular polymer, calcium sulfate, flyash are stirred 1.5h under the conditions of rotating speed is for 900r/min, enters
Row homogenizing;
S2: step s1 gained mixed material is preheated at 1000 DEG C, decomposes;
S3: step s2 gained mixed material is calcined at 1500 DEG C 30min;
S4: step s3 gained mixed material grinding is become a diameter of 0.9mm, homogenizing 20min under 500r/min rotating speed.
Claims (6)
1. a kind of corrosion-resistant cement is it is characterised in that in units of weight portion, comprise following raw material: clinker 280 ~ 720
Part, 80 ~ 210 parts of high molecular polymer, 50 ~ 150 parts of calcium sulfate, 15 ~ 45 parts of flyash, 30 ~ 60 parts of stabilizer;Its preparation method
Comprise the following steps:
S1: after clinker, high molecular polymer, calcium sulfate, flyash mixing, homogenizing;
S2: step s1 gained mixed material is preheated, decomposes;
S3: step s2 gained mixed material is calcined at 1500 DEG C 30min;
S4: stabilizer is added step s3 gained mixed material grinding, homogenizing.
2. corrosion-resistant cement according to claim 1 it is characterised in that in step s1 material mixing mixing time be 1 ~
2h, rotating speed is 800 ~ 1000r/min.
3. corrosion-resistant cement according to claim 1 it is characterised in that in step s2 mixed material preheating temperature be 800 ~
1200℃.
4. corrosion-resistant cement according to claim 1 it is characterised in that in step s4 homogenising time be 15 ~ 30min, turn
Speed is 400 ~ 600r/min.
5. corrosion-resistant cement according to claim 1 is it is characterised in that the clinker that in step s4, grinding becomes is a diameter of
0.08~0.1mm.
6. corrosion-resistant cement according to claim 1 is it is characterised in that be used for producing concurrent or cable operculum colpi
Plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610775986.9A CN106365475A (en) | 2016-08-31 | 2016-08-31 | Anti-corrosion cement and application thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610775986.9A CN106365475A (en) | 2016-08-31 | 2016-08-31 | Anti-corrosion cement and application thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106365475A true CN106365475A (en) | 2017-02-01 |
Family
ID=57902344
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610775986.9A Pending CN106365475A (en) | 2016-08-31 | 2016-08-31 | Anti-corrosion cement and application thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106365475A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107265945A (en) * | 2017-06-27 | 2017-10-20 | 六安三创建筑材料有限公司 | A kind of acid resistance cement and preparation method thereof |
CN108640545A (en) * | 2018-08-08 | 2018-10-12 | 赵先波 | A kind of corrosion-resistant cement and preparation method thereof |
CN108726903A (en) * | 2018-08-08 | 2018-11-02 | 赵先波 | A kind of wear-resisting cement and preparation method thereof |
CN109053007A (en) * | 2018-08-08 | 2018-12-21 | 赵先波 | A kind of high rigidity cement and preparation method thereof |
CN110482967A (en) * | 2019-09-27 | 2019-11-22 | 安徽虹达道路桥梁工程有限公司 | A kind of road and bridge cement |
US11173539B2 (en) * | 2017-07-31 | 2021-11-16 | Taiheiyo Cement Corporation | Hydraulic composition for additive manufacturing device and method of manufacturing casting mold |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1513788A (en) * | 2003-08-19 | 2004-07-21 | 张振秋 | Modified quick hardening thioaluminate cement |
CN101182139A (en) * | 2007-11-12 | 2008-05-21 | 华南理工大学 | Masonry cement having higher strength and water retention |
CN101671133A (en) * | 2009-09-30 | 2010-03-17 | 永州市中大特种水泥有限责任公司 | Modified low-alkalinity sulphoaluminate cement |
CN105621910A (en) * | 2015-12-28 | 2016-06-01 | 河南省钧强水泥有限公司 | Sulphate aluminum cement clinker and preparation method thereof and sulphate aluminum cement |
US20160194247A1 (en) * | 2012-04-27 | 2016-07-07 | United States Gypsum Company | Dimensionally stable geopolymer composition and method |
-
2016
- 2016-08-31 CN CN201610775986.9A patent/CN106365475A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1513788A (en) * | 2003-08-19 | 2004-07-21 | 张振秋 | Modified quick hardening thioaluminate cement |
CN101182139A (en) * | 2007-11-12 | 2008-05-21 | 华南理工大学 | Masonry cement having higher strength and water retention |
CN101671133A (en) * | 2009-09-30 | 2010-03-17 | 永州市中大特种水泥有限责任公司 | Modified low-alkalinity sulphoaluminate cement |
US20160194247A1 (en) * | 2012-04-27 | 2016-07-07 | United States Gypsum Company | Dimensionally stable geopolymer composition and method |
CN105621910A (en) * | 2015-12-28 | 2016-06-01 | 河南省钧强水泥有限公司 | Sulphate aluminum cement clinker and preparation method thereof and sulphate aluminum cement |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107265945A (en) * | 2017-06-27 | 2017-10-20 | 六安三创建筑材料有限公司 | A kind of acid resistance cement and preparation method thereof |
US11173539B2 (en) * | 2017-07-31 | 2021-11-16 | Taiheiyo Cement Corporation | Hydraulic composition for additive manufacturing device and method of manufacturing casting mold |
CN108640545A (en) * | 2018-08-08 | 2018-10-12 | 赵先波 | A kind of corrosion-resistant cement and preparation method thereof |
CN108726903A (en) * | 2018-08-08 | 2018-11-02 | 赵先波 | A kind of wear-resisting cement and preparation method thereof |
CN109053007A (en) * | 2018-08-08 | 2018-12-21 | 赵先波 | A kind of high rigidity cement and preparation method thereof |
CN110482967A (en) * | 2019-09-27 | 2019-11-22 | 安徽虹达道路桥梁工程有限公司 | A kind of road and bridge cement |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106365475A (en) | Anti-corrosion cement and application thereof | |
CN102173730A (en) | High-moisture filling material and preparation method thereof | |
CN102503324A (en) | Anchoring grouting material as well as preparation method and application thereof | |
CN108793857B (en) | Dry-mixed mortar for synchronous grouting in shield construction and preparation method thereof | |
CN105060829B (en) | Expressway roadbed is repaired with early strong flexibility dual-liquid slip-casting material and preparation method thereof | |
CN105272020A (en) | C40 pump concrete with heat resisting temperature of 500 DEG C | |
CN104446245A (en) | Super early-strength mortar | |
CN103570259A (en) | Geopolymer dry powder material as well as preparation method thereof | |
CN109608120A (en) | A kind of strong concrete material that can quickly solidify | |
CN105110730A (en) | Modified organic silicon reinforced cement-based permeable crystallization type waterproof coating and preparation method therefor | |
CN106277869A (en) | A kind of wear-resisting cement and application thereof | |
CN114573278B (en) | Shield grouting material and preparation method thereof | |
CN106396439A (en) | High-hardness cement and application thereof | |
CN106565117A (en) | High-strength building cement and preparation method thereof | |
CN103951355B (en) | Ultra-fine anti-segregation injecting paste material and preparation method thereof | |
CN102745970B (en) | Composition for preparing dry-mixed mortar | |
CN111439948A (en) | Retarder, alkali-activated slag-fly ash mortar and cementing material thereof | |
CN109704693B (en) | Sulphoaluminate cement-based self-compacting mortar and use method thereof | |
CN109748556A (en) | Anti- isolation loaded concrete of one kind and preparation method thereof | |
CN105837140A (en) | Brick making mortar | |
CN105130295A (en) | Cement | |
CN107686258A (en) | A kind of wet mixing mortar consistency modifiers and preparation method and application | |
CN108640545A (en) | A kind of corrosion-resistant cement and preparation method thereof | |
CN105272076A (en) | Building cement | |
CN109734340A (en) | A kind of low-heat high resistance to corrosion portland cement and preparation method thereof |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | 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: 20170201 |