CN103145383A - Building material utilizing seabed sludge and preparation method of building material - Google Patents
Building material utilizing seabed sludge and preparation method of building material Download PDFInfo
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- CN103145383A CN103145383A CN2013101124505A CN201310112450A CN103145383A CN 103145383 A CN103145383 A CN 103145383A CN 2013101124505 A CN2013101124505 A CN 2013101124505A CN 201310112450 A CN201310112450 A CN 201310112450A CN 103145383 A CN103145383 A CN 103145383A
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- mud
- building material
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- sand
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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 discloses a building material utilizing seabed sludge. The building material is formed by mixing and stirring tailing sand, sludge and a curing agent, wherein the moisture content of the sludge is 60%-100%; the weight ratio of the sludge to the tailing sand to the cement is 1:(1-3):(0.04-0.12). Stones are further added in the building material disclosed by the invention. The invention further discloses a preparation method of the building material. According to the building material utilizing seedbed sludge and the preparation method of the building material disclosed by the invention, the tailing sand can be recycled, the outlet problem of the tailing sand is solved, the environment-friendly problem is saved, the natural resources of sand-stone building materials are saved, the strength is as high as 6MPa and the manufacturing cost is low. The building material disclosed by the invention can be applied to the projects including a cement stabilization layer below a road storage yard, a vacuum preloading working cushion layer, concrete materials, land backfilling and the like.
Description
Technical field
The present invention relates to a kind of New Building Materials of port engineering utilization of waste material, particularly a kind of material of construction that utilizes bottom silt; The invention still further relates to a kind of preparation method of above-mentioned material of construction.
Background technology
The port engineering construction needs a large amount of sand material resources, and with environment protection, sand material resource day is becoming tight, and has seriously restricted port construction speed and quality.Port construction need to be excavated a large amount of mud, is that mud is poured on the off-lying sea in the past, causes waste and pollutes.Thin due to sludge granules, water content is high, mechanics index of physics is poor, in port construction, must process mud, mud is excavated, and land reclamation, uses as ground after adopting discharging consolidation.The discharging consolidation of mud vacuum preloading commonly used and piling prepressing technology and technique, but all need a large amount of backfilling materials, comprise working cushion layer, sand bedding course, protective layer and ballast layer, all need a great amount of building material, particularly sand material.But the sand material resource is at full stretch.Therefore we seek new equivalent material and seem and be even more important.
Mine tailing sand is the waste after various ore extracting effective componentss, and pile up like a mountain throughout the year, takies a large amount of soils, and surrounding environment is caused very large pollution, up to the present, still there is no perfect processing, utilizes way.
Summary of the invention
The technical problem to be solved in the present invention is for the deficiencies in the prior art, proposed the preparation of a kind of prescription rationally, result of use is good and can effectively utilize the material of construction that utilizes bottom silt of rejected material.
Another technical problem to be solved by this invention has been to provide the above-mentioned preparation method who utilizes the material of construction of bottom silt.
Technical problem to be solved by this invention is to realize by following technical scheme.The present invention is a kind of material of construction that utilizes bottom silt, be characterized in: this material is made by CHARACTERISTICS OF TAILINGS SAND, mud and solidifying agent mix and blend, the mass water content of described mud is 60～100%, and mud, CHARACTERISTICS OF TAILINGS SAND and weight of cement are than being l:1～3:0.04～0.12.
In above-described building material technology scheme: described mud, CHARACTERISTICS OF TAILINGS SAND and weight of cement ratio are preferably l:3:0.05.
Technical problem to be solved by this invention can also further realize by following technical scheme.The present invention is a kind of material of construction that utilizes bottom silt, be characterized in: this material is made by CHARACTERISTICS OF TAILINGS SAND, mud, cement and stone mix and blend, the mass water content of described mud is 60～100%, and the weight ratio of mud, CHARACTERISTICS OF TAILINGS SAND, cement and stone is 1:2～3:0.04～0.12:3～5.
In above-described material of construction: the weight ratio of described mud, CHARACTERISTICS OF TAILINGS SAND, cement and stone is preferably 1:3:0.12:4.
Technical problem to be solved by this invention can also further realize by following technical scheme.The present invention also provides a kind of preparation method who utilizes the material of construction of bottom silt as described in above technical scheme, is characterized in, its step is as follows:
(1) crawl mud store up to its water content be 60～100%;
(2) add CHARACTERISTICS OF TAILINGS SAND and cement by described weight proportion in mud, perhaps add again stone, stir, and get final product.
In the preparation method of the above-described material of construction that utilizes bottom silt: after stirring, mixture can be transported to the place to use, pave, roll, get final product; Can also make according to a conventional method prefabricated section uses.
CHARACTERISTICS OF TAILINGS SAND of the present invention can be the waste after various ore extracting effective componentss, is generally particulate state.
Compared with prior art, advantage of the present invention and technique effect are as follows:
1, the present invention can realize the utilization of waste material of mine tailing sand: the port construction fast development, the technology of the present invention can use mine tailing husky in a large number, not only solve the problem of outlet of mine tailing sand, solved environmental issue, also saved the natural resource of a large amount of sand material material of construction.Material of the present invention can be applied in the engineerings such as the working cushion layer, concrete material, land-based area backfill of cement stabilizing layer, vacuum preloading under the road stockyard.
2, the present invention can realize the utilization of waste material of mud: in port construction, need to excavate a large amount of mud.The present invention can use mud in a large number, has solved the problem of outlet of mud, and also having accomplished turns waste into wealth.
3, the intensity of material of the present invention is high, and its intensity can reach 6MPa, far above the mechanics index of physics of general concrete.A small amount of pollutent in mine tailing sand is fixed by mud, has reached environmental requirement.The pollutant emission of not finding to exceed standard enters the sea.
4, material cost of the present invention is low, and mud is also refuse, uses these materials, can greatly reduce construction costs.
5, material of the present invention can be realized the rapidly solidified of mud, and mud is realized rapidly solidified, and mud has become the gelling material of mine tailing sand, has improved the intensity of compaction material.
6, a large amount of natural resource have been saved in the application of material of the present invention.
Embodiment
Below further describe concrete technical scheme of the present invention, so that those skilled in the art understands the present invention further, and do not consist of its Copyright law.
Embodiment 1, a kind of material of construction that utilizes bottom silt, and this material is made by CHARACTERISTICS OF TAILINGS SAND, mud and solidifying agent mix and blend, and the mass water content of described mud is 60%, and mud, CHARACTERISTICS OF TAILINGS SAND and weight of cement are than being l:1:0.04.
Embodiment 2, a kind of material of construction that utilizes bottom silt, and this material is made by CHARACTERISTICS OF TAILINGS SAND, mud and solidifying agent mix and blend, and the mass water content of described mud is 100%, and mud, CHARACTERISTICS OF TAILINGS SAND and weight of cement are than being l:3:0.12.
Embodiment 3, a kind of material of construction that utilizes bottom silt, and this material is made by CHARACTERISTICS OF TAILINGS SAND, mud and solidifying agent mix and blend, and the mass water content of described mud is 80%, and mud, CHARACTERISTICS OF TAILINGS SAND and weight of cement are than being l:3:0.05.
Embodiment 4, a kind of material of construction that utilizes bottom silt, and this material is made by CHARACTERISTICS OF TAILINGS SAND, mud, cement and stone mix and blend, and the mass water content of described mud is 60%, and the weight ratio of mud, CHARACTERISTICS OF TAILINGS SAND, cement and stone is 1:2:0.04:3.
Embodiment 5, a kind of material of construction that utilizes bottom silt, this material is made by CHARACTERISTICS OF TAILINGS SAND, mud, cement and stone mix and blend, and the mass water content of described mud is 100%, and the weight ratio of mud, CHARACTERISTICS OF TAILINGS SAND, cement and stone is 1:3:0.12:5.
Embodiment 6, a kind of material of construction that utilizes bottom silt, this material is made by CHARACTERISTICS OF TAILINGS SAND, mud, cement and stone mix and blend, and the mass water content of described mud is 80%, and the weight ratio of mud, CHARACTERISTICS OF TAILINGS SAND, cement and stone is 1:3:0.12:4.
Embodiment 7, and a kind of as any one described preparation method who utilizes the material of construction of bottom silt of embodiment 1-6, its step is as follows: the crawl mud store up to its water content be 60～100%; Add CHARACTERISTICS OF TAILINGS SAND and cement by described weight proportion in mud, perhaps add again stone, stir, and get final product.
Embodiment 8, and a kind of preparation method who utilizes as described in Example 7 the material of construction of bottom silt after stirring, makes prefabricated section, and get final product.
Claims (6)
1. material of construction that utilizes bottom silt, it is characterized in that: this material is made by CHARACTERISTICS OF TAILINGS SAND, mud and solidifying agent mix and blend, the mass water content of described mud is 60～100%, and mud, CHARACTERISTICS OF TAILINGS SAND and weight of cement are than being l:1～3:0.04～0.12.
2. material of construction according to claim 1 is characterized in that: described mud, CHARACTERISTICS OF TAILINGS SAND and weight of cement are than being l:3:0.05.
3. material of construction that utilizes bottom silt, it is characterized in that: this material is made by CHARACTERISTICS OF TAILINGS SAND, mud, cement and stone mix and blend, the mass water content of described mud is 60～100%, and the weight ratio of mud, CHARACTERISTICS OF TAILINGS SAND, cement and stone is 1:2～3:0.04～0.12:3～5.
4. material of construction according to claim 1, it is characterized in that: the weight ratio of described mud, CHARACTERISTICS OF TAILINGS SAND, cement and stone is 1:3:0.12:4.
5. one kind as any one described preparation method who utilizes the material of construction of bottom silt of claim 1-4, it is characterized in that, its step is as follows:
(1) crawl mud store up to its water content be 60～100%;
(2) add CHARACTERISTICS OF TAILINGS SAND and cement by described weight proportion in mud, perhaps add again stone, stir, and get final product.
6. the preparation method who utilizes the material of construction of bottom silt according to claim 5, is characterized in that: after stirring, make prefabricated section, and get final product.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101124505A CN103145383A (en) | 2013-04-02 | 2013-04-02 | Building material utilizing seabed sludge and preparation method of building material |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101124505A CN103145383A (en) | 2013-04-02 | 2013-04-02 | Building material utilizing seabed sludge and preparation method of building material |
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| CN103145383A true CN103145383A (en) | 2013-06-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2013101124505A Pending CN103145383A (en) | 2013-04-02 | 2013-04-02 | Building material utilizing seabed sludge and preparation method of building material |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103553520A (en) * | 2013-11-04 | 2014-02-05 | 江苏坤泽科技股份有限公司 | Stabilized soil applicable to intertidal zone sludge stable layer |
| CN104387104A (en) * | 2014-10-20 | 2015-03-04 | 中建三局第二建设工程有限责任公司 | Method for preparing novel energy-saving sintering wall material by utilizing lake silt |
| CN104846833A (en) * | 2015-04-24 | 2015-08-19 | 华能伊敏煤电有限责任公司 | Backfilling and hardening method of open-pit mine surface sludge |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101922196A (en) * | 2009-06-11 | 2010-12-22 | 招远市天星塑料制品厂 | Tailings environmental-friendly brick |
| CN102167616A (en) * | 2011-01-06 | 2011-08-31 | 浙江兰亭高科股份有限公司 | Special artificial stone raw material formula and production process thereof |
| CN102260067A (en) * | 2011-05-25 | 2011-11-30 | 江苏龙腾工程设计有限公司 | Sintered brick with high content of tap water plant sludge and preparation method thereof |
| CN102617078A (en) * | 2012-03-30 | 2012-08-01 | 连云港港口工程设计研究院有限公司 | Harbor construction sea reclaimed material utilizing silt and preparation method thereof |
| CN102838377A (en) * | 2012-09-18 | 2012-12-26 | 武汉理工大学 | Light-weight closed-pore ceramic heat insulating board |
-
2013
- 2013-04-02 CN CN2013101124505A patent/CN103145383A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101922196A (en) * | 2009-06-11 | 2010-12-22 | 招远市天星塑料制品厂 | Tailings environmental-friendly brick |
| CN102167616A (en) * | 2011-01-06 | 2011-08-31 | 浙江兰亭高科股份有限公司 | Special artificial stone raw material formula and production process thereof |
| CN102260067A (en) * | 2011-05-25 | 2011-11-30 | 江苏龙腾工程设计有限公司 | Sintered brick with high content of tap water plant sludge and preparation method thereof |
| CN102617078A (en) * | 2012-03-30 | 2012-08-01 | 连云港港口工程设计研究院有限公司 | Harbor construction sea reclaimed material utilizing silt and preparation method thereof |
| CN102838377A (en) * | 2012-09-18 | 2012-12-26 | 武汉理工大学 | Light-weight closed-pore ceramic heat insulating board |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103553520A (en) * | 2013-11-04 | 2014-02-05 | 江苏坤泽科技股份有限公司 | Stabilized soil applicable to intertidal zone sludge stable layer |
| CN104387104A (en) * | 2014-10-20 | 2015-03-04 | 中建三局第二建设工程有限责任公司 | Method for preparing novel energy-saving sintering wall material by utilizing lake silt |
| CN104387104B (en) * | 2014-10-20 | 2016-04-13 | 中建三局第二建设工程有限责任公司 | A kind of method utilizing lake silt to prepare energy-saving sintering materials for wall |
| CN104846833A (en) * | 2015-04-24 | 2015-08-19 | 华能伊敏煤电有限责任公司 | Backfilling and hardening method of open-pit mine surface sludge |
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Application publication date: 20130612 |