CN104452778A - Metallurgical slag storage yard processing method - Google Patents
Metallurgical slag storage yard processing method Download PDFInfo
- Publication number
- CN104452778A CN104452778A CN201410642860.5A CN201410642860A CN104452778A CN 104452778 A CN104452778 A CN 104452778A CN 201410642860 A CN201410642860 A CN 201410642860A CN 104452778 A CN104452778 A CN 104452778A
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- CN
- China
- Prior art keywords
- metallurgical slag
- processing method
- slope
- domatic
- cast
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/18—Making embankments, e.g. dikes, dams
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G20/00—Cultivation of turf, lawn or the like; Apparatus or methods therefor
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/02—Restraining of open water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/005—Soil-conditioning by mixing with fibrous materials, filaments, open mesh or the like
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Environmental Sciences (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention relates to the field of metallurgical slag storage yard governing methods, in particular to a metallurgical slag storage yard processing method. In order to solve the technical problems, the metallurgical slag storage yard processing method which can effectively process steel metallurgical slag so as to reduce secondary pollution of the slag is provided. The metallurgical slag storage yard processing method includes the steps of firstly, building a cast-in-place foundation and a barricade with the cast-in-place foundation as the foundation in a recycle place; secondly, filling the area defined by the barricade with the metallurgical slag as packing in a layered mode, compacting the metallurgical slag in the area defined by the barricade, wherein a reinforced net is arranged between every two adjacent layers of metallurgical slag; thirdly, forming a slope through the metallurgical slag and the reinforced nets, wherein a broken stone inverted filter layer is arranged on the slope surface of the slope; fourthly, arranging a greening layer on the surface of the broken stone inverted filter layer. The method is particularly suitable for the governance in metallurgical slag storage yards in steel plants.
Description
Technical field
The present invention relates to administering method field, metallurgical slag stockyard, especially a kind of metallurgical slag stockyard processing method.
Background technology
Smelting iron and steel is kept away and unavoidably will be produced a large amount of debris dumps and abandon, and along with the raising of environmental requirement, slag field is administered unavoidable.For discarded metallurgical stockyard, very easily cause environment pollution, as airborne dust, water pollutions etc., comparatively large on surrounding enviroment impact, have a strong impact on local environmental development.Simultaneously in order to steel mill produces continually and steadily, be necessary to solve the disposal of discarded object and the contradiction of environmental protection, therefore need to administer slag field side slope.
Summary of the invention
Technical problem to be solved by this invention is to provide one and effectively processes smelting iron and steel waste residue, thus reduces the metallurgical slag stockyard processing method of the secondary pollution of waste residue.
The technical solution adopted for the present invention to solve the technical problems is: metallurgical slag stockyard processing method, comprises the following steps:
A, build cast-in-place basis and the barricade that is ground with cast-in-place basis in collection site;
B, metallurgical slag filled as filler layering and is compacted in region that barricade surrounds, and being provided with reinforced bar net between every layer of metallurgical slag;
C, form slope body by above-mentioned metallurgical slag and reinforced bar net, the domatic of described slope body is provided with rubble loaded filter;
The surface of d, above-mentioned rubble loaded filter is provided with green layer.
Further, described cast-in-place basis and domatic intersection are provided with gutter, and the groove that the current on described domatic surface converge to gutter is discharged.
Further, the end face of slope body is provided with cement stabilizing layer.
Further, described cement stabilizing layer is provided with planting soil.
Further, described green layer is made up of planting soil and the grass-seed planted on described planting soil.
Further, degree of compaction >=93% of the metallurgical slag in step b near reinforced bar net.
Further, the domatic abrupt slope ratio of slope of step c is 1:0.5 ~ 0.75.
The invention has the beneficial effects as follows: be fill raw material with metallurgical slag, metallurgical slag is filled in cast-in-place basis and with in the barricade that is ground of cast-in-place basis, namely achieves the concentrated stacking to metallurgical slag.In addition, metallurgical slag layering is filled, and reinforced bar net is set between every layer of metallurgical slag, the soundness of slope body can be improved greatly.Last, firm be that the domatic of slope body of filling raw material arranges rubble loaded filter with metallurgical slag, and green layer is set on described rubble loaded filter, the domatic of slope body well can be maintained, allow domaticly withstanding rainwash.The present invention is particularly useful for adopting in the improvement in the metallurgical slag stockyard of steel mill.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Be labeled as in figure: slope body 1, green layer 11, rubble loaded filter 12, reinforced bar net 13, metallurgical slag 14, domatic 15, cast-in-place basic 2, gutter 3, groove 31, cement stabilizing layer 4, planting soil 41.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further described.
Metallurgical slag stockyard processing method, comprises the following steps:
A, build cast-in-place basic 2 and the barricade that is ground with cast-in-place basic 2 in collection site;
B, metallurgical slag 14 filled as filler layering and is compacted in region that barricade surrounds, and being provided with reinforced bar net 13 between every layer of metallurgical slag 14;
C, form slope body 1 by above-mentioned metallurgical slag 14 and reinforced bar net 13, domatic 15 of described slope body 1 is provided with rubble loaded filter 12;
The surface of d, above-mentioned rubble loaded filter 12 is provided with green layer 11.
Along with the increasing of energy-saving and emission-reduction dynamics, pollutant control becomes when the important and difficult task of last item, for adapting to Environmental Protection Situation demand for development, around smelting system waste residue link, strengthen the introduction of environmental protection key technology, digestion and autonomous innovation, constantly stride forward to innoxious governance, for realizing the backing that sustainable development provides strong.Design of the present invention achieves the airborne dust, the water pollutions that prevent metallurgical slag by administering metallurgical slag.By cast-in-place basic 2 and the barricade that is ground with cast-in-place basic 2, for inserts metallurgical slag provides solid stable parking space, then, metallurgical slag 14 is filled as filler layering and is compacted in region that barricade surrounds, and be provided with reinforced bar net 13 between every layer of metallurgical slag 14, firm slope body 1 structure can be built.Last, domatic 15 of slope body 1 is provided with rubble loaded filter 12, and the surface of rubble loaded filter 12 is provided with green layer 11.Not only achieve the effect that corrodes of rainwater-proof to domatic 15 of slope body 1, and allow the integrated environment in metallurgical slag stockyard be improved.Wherein, in order to reduce costs, general green layer 11 is made up of planting soil and the grass-seed planted on described planting soil.
In order to be drained in time by the rainwater converged on domatic 15, such improvement project can be selected: described cast-in-place basic 2 are provided with gutter 3 with domatic 15 intersections, and the groove 31 that the current on described domatic 15 surfaces converge to gutter 3 is discharged.As shown in Figure 1, the groove 31 in gutter 3 is positioned at and domatic 15 almost same levels bottom, like this, can well converge in groove 31 drain along domatic 15 rainwater flowed down.
Certain, the overall structure of slope body 1 is more polynary, such as, can also arrange cement stabilizing layer 4 at the end face of slope body 1.So not only as shown in Figure 1, then one deck slope body 1 can be built on cement stabilizing layer 4, also can be provided with planting soil 41 on cement stabilizing layer 4, thus the plants such as plantation trees, further improve the environmental quality in metallurgical slag stockyard.
In addition, for the metallurgical slag 14 near reinforced bar net in step b 13, the preferable range of described metallurgical slag 14 degree of compaction is degree of compaction >=93%.In addition, apart from domatic 15 degree of compaction >=90% within the scope of 1000mm, and require that equivalent friction angle is not less than 30 ~ 35 for best.The steadiness of metallurgical slag 14 entirety can be ensured like this.And for domatic 15 of step c, its preferably domatic 15 abrupt slope ratio of slope be 1:0.5 ~ 0.75, such abrupt slope ratio of slope is beneficial to timely draining most and ensures that the entirety of slope body 1 is firm.
Claims (7)
1. metallurgical slag stockyard processing method, is characterized in that, comprises the following steps:
A, build cast-in-place basis (2) and the barricade that is ground with cast-in-place basis (2) in collection site;
B, metallurgical slag (14) filled as filler layering and is compacted in region that barricade surrounds, and being provided with reinforced bar net (13) between every layer of metallurgical slag (14);
C, form slope body (1) by above-mentioned metallurgical slag (14) and reinforced bar net (13), domatic (15) on described slope body (1) are provided with rubble loaded filter (12);
The surface of d, above-mentioned rubble loaded filter (12) is provided with green layer (11).
2. metallurgical slag stockyard as claimed in claim 1 processing method, it is characterized in that: described cast-in-place basis (2) and domatic (15) intersection are provided with gutter (3), the groove (31) that the current on described domatic (15) surface converge to gutter (3) is discharged.
3. metallurgical slag stockyard as claimed in claim 1 or 2 processing method, is characterized in that: the end face of slope body (1) is provided with cement stabilizing layer (4).
4. metallurgical slag stockyard as claimed in claim 3 processing method, is characterized in that: described cement stabilizing layer (4) is provided with planting soil (41).
5. the metallurgical slag stockyard processing method as described in claim 1,2 or 4, is characterized in that: described green layer (11) is made up of planting soil and the grass-seed planted on described planting soil.
6. the metallurgical slag stockyard processing method as described in claim 1,2 or 4, is characterized in that: degree of compaction >=93% of the metallurgical slag (14) in step b near reinforced bar net (13).
7. the metallurgical slag stockyard processing method as described in claim 1,2 or 4, is characterized in that: the abrupt slope ratio of slope of domatic (15) of step c is 1:0.5 ~ 0.75.
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CN201410642860.5A CN104452778A (en) | 2014-11-12 | 2014-11-12 | Metallurgical slag storage yard processing method |
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CN201410642860.5A CN104452778A (en) | 2014-11-12 | 2014-11-12 | Metallurgical slag storage yard processing method |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110616724A (en) * | 2019-09-29 | 2019-12-27 | 攀钢集团工程技术有限公司 | Metallurgical slag slope greening method |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101343852A (en) * | 2008-08-19 | 2009-01-14 | 中交第二公路勘察设计研究院有限公司 | Method for filling highroad roadbed by waste steel slags |
CN202031111U (en) * | 2011-03-04 | 2011-11-09 | 贵阳铝镁设计研究院有限公司 | Storage yard structure on which impermeable geomembrane is laid |
CN103122638A (en) * | 2011-11-18 | 2013-05-29 | 中冶集团武汉勘察研究院有限公司 | Novel construction method of pre-embedded leakage discharge ribbing combined effect material heaping tailing dam |
KR20140037658A (en) * | 2012-09-19 | 2014-03-27 | 한국철도기술연구원 | Hybrid wall for supporting reinforced base of rail track and constructing method thereof |
CN203716135U (en) * | 2014-02-12 | 2014-07-16 | 北京矿冶研究总院 | Ecological restoration layer for sintering process red mud storage yard slope |
CN203768917U (en) * | 2014-03-26 | 2014-08-13 | 河海大学 | Syphoning type seepage draining tailings dam |
-
2014
- 2014-11-12 CN CN201410642860.5A patent/CN104452778A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101343852A (en) * | 2008-08-19 | 2009-01-14 | 中交第二公路勘察设计研究院有限公司 | Method for filling highroad roadbed by waste steel slags |
CN202031111U (en) * | 2011-03-04 | 2011-11-09 | 贵阳铝镁设计研究院有限公司 | Storage yard structure on which impermeable geomembrane is laid |
CN103122638A (en) * | 2011-11-18 | 2013-05-29 | 中冶集团武汉勘察研究院有限公司 | Novel construction method of pre-embedded leakage discharge ribbing combined effect material heaping tailing dam |
KR20140037658A (en) * | 2012-09-19 | 2014-03-27 | 한국철도기술연구원 | Hybrid wall for supporting reinforced base of rail track and constructing method thereof |
CN203716135U (en) * | 2014-02-12 | 2014-07-16 | 北京矿冶研究总院 | Ecological restoration layer for sintering process red mud storage yard slope |
CN203768917U (en) * | 2014-03-26 | 2014-08-13 | 河海大学 | Syphoning type seepage draining tailings dam |
Non-Patent Citations (1)
Title |
---|
石杨子: "成兰铁路弃渣场生态修复技术方案初步研究", 《中国优秀硕士学位论文全文数据库(工程科技I辑)》 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110616724A (en) * | 2019-09-29 | 2019-12-27 | 攀钢集团工程技术有限公司 | Metallurgical slag slope greening method |
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Application publication date: 20150325 |