CN101362360A - Method for pressing civil engineering block from sludge solidification material - Google Patents
Method for pressing civil engineering block from sludge solidification material Download PDFInfo
- Publication number
- CN101362360A CN101362360A CNA2008101961091A CN200810196109A CN101362360A CN 101362360 A CN101362360 A CN 101362360A CN A2008101961091 A CNA2008101961091 A CN A2008101961091A CN 200810196109 A CN200810196109 A CN 200810196109A CN 101362360 A CN101362360 A CN 101362360A
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- CN
- China
- Prior art keywords
- mud
- civil engineering
- sludge solidification
- solidifying material
- solidification 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.)
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- 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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- Treatment Of Sludge (AREA)
Abstract
The invention relates to a method for compressing civil engineering blocks with mud solidifying material. The method comprises the following steps: firstly, mud adjusting treatment: the mud is evenly mixed so as to remove foreign matters, and the required mixing proportion for mud solidifying is accounted by a sampling test; secondly, matching according to the following weight percentages: high molecular flocculant accounts for 0.5-3.0 percent, the mud accounts for 55-85 percent, and cement or fly ash accounts for 10-45 percent, the high molecular flocculant, the mud and the cement or fly ash are put into an agitator for blending after metering, and the excess moisture is removed; thirdly, the well-prefabricated die is utilized for molding; fourthly, pressure is increased on a vibrating pressurizing platform under the 5-15MPa operating pressure; and finally, after the standard indoor curing is performed, the mud solidifying material is produced to compress the blocks. The method for compressing the civil engineering blocks with mud solidifying material fully utilizes the process that the mud solidifying material is not required to be sintered at the normal temperature for producing the blocks, the mud solidifying material is changed into valuables, therefore, the resource utilization field of the mud solidifying material is extended, and the problem that the civil engineering materials lack increasingly is eased.
Description
Technical field
Pressing civil engineering block from sludge solidification material is the friendly section bar material of a kind of novel environmental, relates to the manufacture craft of sludge solidification material application approach and the building block of mud system, belongs to the civil engineering material field.
Background technology
For the quality problem in river training lake, guarantee the unimpeded of normal flood carrying capacity in river course and thoroughfare, large-scale dredging and desilting engineering have been carried out in some river courses and lake.In addition, along with coastal economy and seaborne fast development, the construction and the maintenance of harbour, navigation channel, ocean and coastal engineering increase rapidly, also produce a large amount of dredging silts.Though in recent years, Chinese scholar has been carried out many useful explorations and research work in sludge solidification processing and resource reutilization field, and relevant sludge solidification material project application scope is limited.The building block that existing use mud is made need be added a large amount of sandstones and cause cost to improve; Perhaps need to use setting box and mud and the integrally formed formation building block of curing materials, the block strength of making is lower, and construction technology is loaded down with trivial details.In order to improve intensity the method that adopts sintering technology to use mud making clay brick is arranged also, but a large amount of energy of sintering consumption also cause certain harm to environment simultaneously.
Summary of the invention
Technical problem: at the deficiencies in the prior art, the invention provides a kind of cheap be the preparation method of primary raw material, the high-intensity wood building block that does not need sintering with mud.
Technical scheme: purpose of the present invention realizes by following technical scheme:
The method of pressing civil engineering block from sludge solidification material is characterized in that: may further comprise the steps:
A. mud transfers mud to handle: mud is stirred, remove foreign matter (stone, wood chip etc.), by sampling test, calculate the required match ratio of sludge solidification;
B. by following weight percent proportioning: polymer coagulant: 0.5%-3.0%, mud: 55%-85%, cement or flyash: 10%-45%, send into mixer after the metering and stir, remove excessive moisture;
C. with prefabricated mould molding;
D. operating pressure is that the 5-15MPa vibration adds the upward pressurization of presenting a theatrical performance as the last item on a programme;
E. after the indoor standard curing, make sludge solidification material compacting building block.
By this technical scheme, in the manufacture craft process of building block, (need not through and firing) that curing sludge is made into civil engineering block at normal temperatures, can reduce and produce power consumption.
Beneficial effect: pressing civil engineering block from sludge solidification material makes full use of mud system curing materials, (need not through fire) makes civil engineering block with curing sludge and can reduce and produce power consumption at normal temperatures, thereby reduce cost, and the product strength height that forms.By suitability for industrialized production sludge solidification material is turned waste into wealth, enlarged the recycling field of sludge solidification material, reduced simultaneously and produced the wilderness demand of civil engineering block, thereby alleviate the problem of civil engineering material worsening shortages land resource.
The specific embodiment
Embodiment 1
The method of the pressing civil engineering block from sludge solidification material of present embodiment may further comprise the steps:
1. sludge treatment: mud is stirred, remove foreign matter (stone, wood chip etc.),, calculate the required match ratio of sludge solidification by sampling test;
2. by following weight percent proportioning: curing sludge: 80%, cement: 17%, the employing PAMA is a flocculating agent: 3%, send into mixer after the metering and stir, remove excessive moisture;
3. with prefabricated mould molding;
Operating pressure be 15MPa vibration add present a theatrical performance as the last item on a programme on pressurization;
5. split after the indoor standard curing from, make sludge solidification material compacting building block.
The compression strength of the civil engineering block of making is 20Mpa, and density is 1900kg/m
3
Embodiment 2
The method of the pressing civil engineering block from sludge solidification material of present embodiment is carried out on the basis of embodiment 1.Wherein the weight proportion of each part is: curing sludge: 80%, and cement: 18.5%, PAMA: 1.5%, the compression strength of the civil engineering block of making is 17.5Mpa, density is 1845kg/m
3
Embodiment 3
The method of the pressing civil engineering block from sludge solidification material of present embodiment is carried out on the basis of embodiment 1.Wherein the weight proportion of each part is: curing sludge: 80%, and cement: 19.5%, PAMA: 0.5%, operating pressure is 10MPa.The compression strength of the civil engineering block of making is 12Mpa, and density is 1780kg/m
3
Claims (3)
1. the method for a pressing civil engineering block from sludge solidification material is characterized in that may further comprise the steps:
A. mud transfers mud to handle: mud is stirred, remove foreign matter, by sampling test, calculate the required match ratio of sludge solidification;
B. by following weight percent proportioning: polymer coagulant: 0.5%-3.0%, mud: 55%-85%, cement or flyash: 10%-45%, send into mixer after the metering and stir, remove excessive moisture;
C. use prefabricated mould molding;
D. operating pressure be 5-15MPa vibration add present a theatrical performance as the last item on a programme on pressurization;
E. after the indoor standard curing, make sludge solidification material compacting building block.
2. the method for pressing civil engineering block from sludge solidification material according to claim 1, the water content that it is characterized in that used mud is 50%-150%.
3. the method for pressing civil engineering block from sludge solidification material according to claim 1 is characterized in that described polymer coagulant is a PAMA.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2008101961091A CN101362360B (en) | 2008-09-12 | 2008-09-12 | Method for pressing civil engineering block from sludge solidification material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2008101961091A CN101362360B (en) | 2008-09-12 | 2008-09-12 | Method for pressing civil engineering block from sludge solidification material |
Publications (2)
Publication Number | Publication Date |
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CN101362360A true CN101362360A (en) | 2009-02-11 |
CN101362360B CN101362360B (en) | 2010-06-02 |
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ID=40389049
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2008101961091A Expired - Fee Related CN101362360B (en) | 2008-09-12 | 2008-09-12 | Method for pressing civil engineering block from sludge solidification material |
Country Status (1)
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CN (1) | CN101362360B (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102503264A (en) * | 2011-10-20 | 2012-06-20 | 上海交通大学 | Composition taking silt as raw material as well as construction material prepared by utilizing composition and method thereof |
CN104446232A (en) * | 2014-11-05 | 2015-03-25 | 长江南京航道工程局 | Solidified material prepared from major raw material sandy spoil and preparation method of solidified material |
CN107287990A (en) * | 2017-06-26 | 2017-10-24 | 常州华通新立地板有限公司 | A kind of floor embryo automatic production method |
CN113858385A (en) * | 2021-11-15 | 2021-12-31 | 长沙理工大学 | Low-cost drying method for dewatered and desilted bottom mud |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1413936A (en) * | 2002-09-26 | 2003-04-30 | 上海中圣实业发展有限公司 | Brick made of mud |
CN1629092A (en) * | 2003-12-16 | 2005-06-22 | 王德伟 | Braking free and steaming free environmental protection brick and its preparing process |
-
2008
- 2008-09-12 CN CN2008101961091A patent/CN101362360B/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102503264A (en) * | 2011-10-20 | 2012-06-20 | 上海交通大学 | Composition taking silt as raw material as well as construction material prepared by utilizing composition and method thereof |
CN104446232A (en) * | 2014-11-05 | 2015-03-25 | 长江南京航道工程局 | Solidified material prepared from major raw material sandy spoil and preparation method of solidified material |
CN107287990A (en) * | 2017-06-26 | 2017-10-24 | 常州华通新立地板有限公司 | A kind of floor embryo automatic production method |
CN113858385A (en) * | 2021-11-15 | 2021-12-31 | 长沙理工大学 | Low-cost drying method for dewatered and desilted bottom mud |
Also Published As
Publication number | Publication date |
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CN101362360B (en) | 2010-06-02 |
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Granted publication date: 20100602 Termination date: 20120912 |