CN115492055A - Method for building dam by arranging waste rocks on dumping machine - Google Patents
Method for building dam by arranging waste rocks on dumping machine Download PDFInfo
- Publication number
- CN115492055A CN115492055A CN202211185725.3A CN202211185725A CN115492055A CN 115492055 A CN115492055 A CN 115492055A CN 202211185725 A CN202211185725 A CN 202211185725A CN 115492055 A CN115492055 A CN 115492055A
- Authority
- CN
- China
- Prior art keywords
- machine
- dam
- dumping
- discharging
- damming
- 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
- 238000000034 method Methods 0.000 title claims abstract description 37
- 239000011435 rock Substances 0.000 title claims abstract description 28
- 239000002699 waste material Substances 0.000 title claims abstract description 13
- 238000007599 discharging Methods 0.000 claims abstract description 54
- 239000010878 waste rock Substances 0.000 claims abstract description 36
- 239000000463 material Substances 0.000 claims abstract description 8
- 239000002390 adhesive tape Substances 0.000 claims description 16
- 239000002689 soil Substances 0.000 claims description 12
- 238000011144 upstream manufacturing Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 8
- 230000008901 benefit Effects 0.000 abstract description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 16
- 229910052742 iron Inorganic materials 0.000 description 8
- 230000008569 process Effects 0.000 description 8
- 238000010586 diagram Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 229910001608 iron mineral Inorganic materials 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
- E02B7/04—Dams across valleys
- E02B7/06—Earth-fill dams; Rock-fill dams
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The invention belongs to the technical field of waste rock damming in mine tailing ponds, and particularly relates to a method for damming waste rocks on an earth discharging machine. The method adopts the waste rock discharge of a dumping plough to directly pile up a dam body or adopts the waste rock discharge of the dumping plough to prepare materials, and then utilizes an excavator and an automobile to reversely pile up the dam. Compared with the traditional method for constructing the waste rock dam in the tailing pond by adopting single-vehicle transportation and abandonment, the method disclosed by the invention has the advantages that the waste rock is discharged upwards to construct the dam by fully utilizing the discharging function of the discharging machine, the waste rock constructing efficiency is greatly improved, the dam constructing period is shortened, the dam constructing cost is reduced, the overall benefit in the whole life cycle of the mine is obviously increased, and the method has a better popularization prospect in the field of waste rock dam construction in the tailing pond of the mine.
Description
Technical Field
The invention belongs to the technical field of waste rock damming in mine tailing ponds, and particularly relates to a method for damming waste rocks on an earth discharging machine.
Background
The tailing pond damming can be divided into tailing accumulation damming and waste rock damming according to the selected damming material; the method can be divided into an upstream dam piling method, a downstream dam piling method, a middle line dam piling method, a high-concentration tailing dam piling method and a reservoir type tailing dam piling method according to the dam piling form; the method can be divided into a permeable dam and a non-permeable dam according to whether the water is permeable or not. The tailing stacking dam formed by adopting the tailing cyclone for grading and hydraulic stacking is a common damming method in the industry at present and has high economical efficiency. However, according to the practical experience of the domestic tailing damming engineering, the particle size distribution of the tailing sand for damming by using the tailing sand does not have the following characteristics:
the average particle size dp of the tailings is less than 30 μm;
high content of 19 μm, generally >50%;
the content of +74 μm is small, generally less than 10%;
the content of the grain diameter +37 mu m for damming is less than or equal to 30 percent
The tai-yuanjia-village iron ore is used as the largest domestic open-air iron mine at present, because the iron mineral is fine in embedded granularity, the content of +74 mu m in the fine ground tailings is only 7.25%, and the mechanical property and the permeability of the tailings do not meet the requirement on dam building safety, a waste rock dam building process is adopted during design, the waste rock is derived from waste rock stripped from a mining field, and the average transport distance of the waste rock is 7km. The automobile hauls the barren rock from the stope and fills the tailing dam body by layers, the transportation cost is high, and the economy is poor. Particularly, the length of the dam body is continuously increased along with the gradual rise of the tailing dam in the later period, the rock quantity and waste rock cost required by damming are continuously increased, and the waste rock quantity required by damming in each period is shown in table 1. In view of this, it is urgent to develop a method for reducing the construction cost of waste rock damming.
Table 1 dam-building rock mass of various stages of tai-steel Yuanjia village iron ore tailings
Disclosure of Invention
The invention provides a method for building a dam by arranging waste rocks on a dumping machine, which aims to reduce the construction cost of the waste rock dam.
In order to realize the purpose, the invention is realized by the following technical scheme:
the utility model provides a method that waste rock was arranged on dumping plough and is dammed, it includes dumping mode one and dumping mode two, dumping mode one is for adopting the dumping plough to arrange waste rock and directly pile the dam body, dumping mode two is for adopting the dumping plough to arrange waste rock and prepare material, recycles excavator and car and falls to pile the damming.
Furthermore, the operation modes of directly piling up the dam body on the upper row of the dumping machine comprise an upper row operation mode I and an upper row operation mode II; the first upward-discharging operation mode is that the dumping machine is arranged between the upstream of the adhesive tape machine and the downstream of the dam body, and the dumping machine is used for building a dam and discharging rocks; and the second upward-discharging operation mode is that the soil discharging machine is positioned at the downstream of the adhesive tape machine, and the discharging arm rotates and passes through the upper part of the adhesive tape machine to perform upward dam-building and rock-discharging.
Further, the process parameters of the first upper row operation mode are as follows: the height of the upper row of the soil discharging machine for directly piling the dam body on the upper row is 12m, the safety distance between the soil discharging machine and the center of the adhesive tape machine is 10-15m, the safety distance between the center of the adhesive tape machine and the slope toe of the upper row of steps is 30-35m, and the safety distance between the soil discharging machine and the slope toe of the upper row of steps is 5-10m.
Further, the second upper row operation mode has the following process parameters: the height of the upper row of the direct stacking dam body of the dumping machine is 12-15m, the safety distance between the dumping machine and the center of the adhesive tape machine is 10-15m, and the safety distance between the center of the adhesive tape machine and the slope toe of the upper row of steps is 5-10m.
Compared with the prior art, the invention has the following beneficial effects:
the invention utilizes the upward discharging function of the dumping machine to perform waste rock damming of the mine tailing pond, provides a method for dumping waste rock on the dumping machine to build a dam body, is beneficial to improving the waste rock damming efficiency, shortens the damming period, reduces the waste rock damming construction cost, obviously increases the overall benefit in the whole life cycle of a mine, and has good popularization prospect in the field of waste rock damming of the mine tailing pond.
Drawings
FIG. 1 is a schematic view of a first row operation mode (follow-up upper row damming) of the earth moving machine of the present invention;
FIG. 2 is a photograph of a site on a first row of the earthmoving machine of the invention (too heavy earthmoving machine, arrows indicate the direction of material flow);
FIG. 3 is a photograph of a site of a first row of the present invention (Hitevik machine, arrows indicate the direction of material flow);
FIG. 4 is a schematic view of a second row of the present invention;
FIG. 5 is a photograph of the site of a second row of work stations of the present invention (arrows indicate the direction of flow);
fig. 6 is a schematic diagram of construction of a fourth-stage dam by adopting an upper-discharging operation mode of a discharging machine for the tai-yuanjia village iron ore tailings;
fig. 7 is a schematic diagram of secondary construction of a fourth-phase dam by adopting an upper-discharging operation mode of a discharging machine for the tai-yuanjia village iron ore tailings;
fig. 8 is a schematic diagram of four-stage dam construction using a second dumping mode for the tai-yuan-home-village iron ore tailings mines.
( In the figure, (1) is a dam body range formed by abandoning in an upper-row operation mode of a soil discharging machine in a first soil discharging mode; (2) the dam body range is formed by abandoning in a second discharging mode of a discharging machine in a first discharging mode; (3) and the second soil discharging mode is used for discharging the range of the formed dam body. )
Detailed Description
In order that the invention may be more fully understood, reference will now be made to the following description. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
Different from a single automobile development transportation mode, the invention adopts an automobile-semi-mobile crushing-sealing-tape machine combined development transportation mode to build the waste rock dam, and provides a method for stacking the waste rock dam body by utilizing the upper discharge function of a dumping machine, which specifically comprises the following steps: the first mode is that the dumping machine directly arranges the materials to build the dam, and the second mode is that the dumping machine discharges materials nearby, and the digging machine and the automobile are used for secondary transportation to fill the dam body.
Furthermore, the operation modes of directly piling up the dam body on the upper row of the dumping plough comprise a first upper row operation mode and a second upper row operation mode; the first upward-discharging operation mode is that the dumping machine is positioned between the upstream of the belt conveyor and the downstream of the dam body, the dumping machine is followed to perform upward discharging and damming and rock discharging, and the rock discharging direction of the dumping machine is integrally consistent with the development direction of the dam body (see fig. 1 and 2); the second upward-discharging operation mode is that the soil discharging machine is positioned at the downstream of the adhesive tape machine, and the discharging arm rotates and penetrates through the upper part of the adhesive tape machine to perform upward damming and rock discharging (see fig. 4).
The method for damming up the waste rocks on the dumping device provided by the invention is explained in detail by combining with a specific example. The Tai-Yuan-Yuanjia-village iron ore adopts a waste rock downstream type damming process, the tailing pond and the dump are adjacently arranged, and the dump is located downstream of the tailing dam. The initial dam is built and put into service in 8 months in 2012, and the fourth-stage dam (the height of the top of the dam is 1690 m) is built in 2018. The rubber belt rock dumping system of the footwall dumping yard is built and put into use in 2017, a rectangular dumping process is adopted, and the tail section P01 rubber belt machine is arranged in parallel to the axis of the dam. Taking dam building of the four-stage dam of the iron ore tailings of the tai-yuan village as an example, specific examples are as follows:
reference example
The traditional single-vehicle direct-discharging waste rock mode is adopted to build the four-stage dam, 630 thousands of rocks need to be discarded, the distance of vehicle transportation is 7km, and the transportation cost required by rock building of the four-stage dam is 4021.81 ten thousand yuan.
Examples
A method for piling a four-stage dam by adopting a waste rock discharging method of a dumping machine comprises the following steps:
step 1: adopting a dumping machine to carry out waste stone upper-discharging damming according to an upper-discharging operation mode I, stopping damming when the upper-discharging height of the dumping machine reaches 12m, and referring to a formed dam body outline in figure 6, wherein the concrete dumping process parameters and the safety distance in table 2;
step 2: adopting a dumping machine to continue to perform dumping waste rock damming according to the second dumping operation mode, stopping damming when the height of the dumping machine reaches 12m, and referring to a figure 7 for the profile of a formed dam body, wherein specific dumping process parameters and safe distances are referred to a table 2;
and step 3: the second dumping mode is adopted for the piling work exceeding the upper dumping height or the maximum dumping width of the dumping machine, namely, the dumping machine is adopted for blanking nearby, and then the excavator and the automobile are used for secondary dumping, so that a four-stage dam is finally formed (see fig. 8).
Compared with the reference example, about 41% of rock quantity required by the four-stage dam waste rock damming can be directly abandoned by an earth discharging machine in an upward-discharging operation mode, 18% of rock quantity can be directly abandoned by an earth discharging machine in an upward-discharging operation mode, and the rest 41% of rock quantity is completed by an excavator and an automobile in a reverse stacking mode.
The rock transportation cost in the process of building the dam by arranging the waste rocks on the dumping machine can be reduced by 1920.2 ten thousand yuan, and the cost reduction rate is 47.73%. Compared with the traditional single-vehicle direct-discharging waste rock damming construction method, the waste rock damming rock transportation cost is reduced by nearly half.
Table 2 technological parameters and safety distance for two upper discharging operation modes of discharging machine
The technical features of the embodiments described above may be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the embodiments described above are not described, but should be considered as being within the scope of the present specification as long as there is no contradiction between the combinations of the technical features.
The above-mentioned embodiments only express several embodiments of the present invention, and the description thereof is specific and detailed, but not to be understood as limiting the scope of the invention. It should be noted that various changes and modifications can be made by those skilled in the art without departing from the spirit of the invention, and these changes and modifications are all within the scope of the invention. Therefore, the protection scope of the present patent shall be subject to the appended claims.
Claims (4)
1. A method for damming up waste rocks on a dumping machine is characterized in that: the method comprises a first dumping mode and a second dumping mode, wherein the first dumping mode is to adopt a dumping machine to dump waste rocks directly to build a dam body, the second dumping mode is to adopt the dumping machine to dump the waste rocks to prepare materials, and then an excavator and a vehicle are utilized to dump the dam.
2. The method for damming up waste rocks on an earthmover according to claim 1, characterized in that: the operation modes of directly piling up the dam body by the waste rocks on the upper row of the dumping machine comprise an upper row operation mode I and an upper row operation mode II; the first upward-discharging operation mode is that the dumping machine is positioned between the upstream of the adhesive tape machine and the downstream of the dam body, and the dumping machine is followed to discharge the dam and dump the rocks; and the second upward-discharging operation mode is that the soil discharging machine is positioned at the downstream of the adhesive tape machine, and the discharging arm rotates and passes through the upper part of the adhesive tape machine to perform upward dam-building and rock-discharging.
3. The method for damming up waste rock on an earth removing machine according to claim 2, characterized in that: the technological parameters of the first upper-row operation mode are as follows: the height of the upper row of the soil discharging machine for directly piling the dam body on the upper row is 12m, the safety distance between the soil discharging machine and the center of the adhesive tape machine is 10-15m, the safety distance between the center of the adhesive tape machine and the slope toe of the upper row of steps is 30-35m, and the safety distance between the soil discharging machine and the slope toe of the upper row of steps is 5-10m.
4. The method for damming up waste rocks on an earth discharging machine according to claim 2, characterized in that: the second upper-row operation mode comprises the following technological parameters: the height of the upper row of the earth removing machine directly piling the dam body is 12m, the safety distance between the earth removing machine and the center of the adhesive tape machine is 10-15m, and the safety distance between the center of the adhesive tape machine and the slope toe of the upper row of steps is 5-10m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211185725.3A CN115492055A (en) | 2022-09-27 | 2022-09-27 | Method for building dam by arranging waste rocks on dumping machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211185725.3A CN115492055A (en) | 2022-09-27 | 2022-09-27 | Method for building dam by arranging waste rocks on dumping machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115492055A true CN115492055A (en) | 2022-12-20 |
Family
ID=84473093
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211185725.3A Pending CN115492055A (en) | 2022-09-27 | 2022-09-27 | Method for building dam by arranging waste rocks on dumping machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115492055A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004031493A1 (en) * | 2002-10-02 | 2004-04-15 | Vasilios Stenos | Machinery for ejection of soil |
| CN101929160A (en) * | 2009-06-24 | 2010-12-29 | 鞍钢集团矿业公司 | Method for building impermeable tailings dams with high scattered piles by waste rocks |
| CN204999164U (en) * | 2015-09-28 | 2016-01-27 | 云南省小龙潭矿务局机修总厂 | On -vehicle portable sealing -tape machine |
| CN110984182A (en) * | 2019-12-10 | 2020-04-10 | 太原钢铁(集团)有限公司 | Operation method of dumping machine |
| CN113047840A (en) * | 2021-04-27 | 2021-06-29 | 车兆学 | Stripping semi-continuous reverse stacking process for open pit coal mine |
-
2022
- 2022-09-27 CN CN202211185725.3A patent/CN115492055A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004031493A1 (en) * | 2002-10-02 | 2004-04-15 | Vasilios Stenos | Machinery for ejection of soil |
| CN101929160A (en) * | 2009-06-24 | 2010-12-29 | 鞍钢集团矿业公司 | Method for building impermeable tailings dams with high scattered piles by waste rocks |
| CN204999164U (en) * | 2015-09-28 | 2016-01-27 | 云南省小龙潭矿务局机修总厂 | On -vehicle portable sealing -tape machine |
| CN110984182A (en) * | 2019-12-10 | 2020-04-10 | 太原钢铁(集团)有限公司 | Operation method of dumping machine |
| CN113047840A (en) * | 2021-04-27 | 2021-06-29 | 车兆学 | Stripping semi-continuous reverse stacking process for open pit coal mine |
Non-Patent Citations (2)
| Title |
|---|
| 沃廷枢: "《尾矿库手册》", 31 August 2013, 冶金工业出版社, pages: 55 - 56 * |
| 贺茂坤，张伟，徐利辉: "露天矿山联合排土应用研究", 中国矿山工程, vol. 48, no. 1, pages 12 - 15 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108915765B (en) | Underground full tailing-waste stone paste filling system and filling method | |
| CN101632993B (en) | Method for building tailings dam through adoption of mine dumping | |
| CN103216238B (en) | A kind of Opencut coal mine mining technique | |
| CN105350498B (en) | A kind of tailings discharging method of water saving | |
| CN101215976B (en) | Down-hole gangue pump packing system and method | |
| CN103397645B (en) | A kind of dry heap arranges with wet the tailings pile discharge method combined | |
| CN106089221B (en) | A kind of dense mud shield-tunneling construction device and method suitable for sand-pebble layer | |
| CN109209379B (en) | Mine mining, selecting, filling and X mining method | |
| CN105507947B (en) | A kind of networking waste filling method | |
| CN103590851A (en) | Underground waste-rock concrete preparation, pumping and filling system and method | |
| CN104564137A (en) | Handling method and device for double-medium stacked supporting and hard top plate type mined-out area | |
| CN103388478B (en) | Forming method for transportation road of bucket shovel applied to open pit coal mine | |
| CN1782326B (en) | Method for treating waste rock in coal mine | |
| CN111305211A (en) | Novel method for heightening and expanding capacity of ultrafine particle tailing pond with one-time dam construction by adopting midline method | |
| CN114294056A (en) | Open pit treatment method combining waste rock and dry tailings | |
| CN111520156B (en) | Energy-gathering jet rock breaking and fluidization carrying system and method | |
| CN105672318B (en) | Grading filling system for fine-grained tailing mould bags | |
| CN115492055A (en) | Method for building dam by arranging waste rocks on dumping machine | |
| CN101929161B (en) | Method for building high roller compaction water-permeable tailing dam by rock dumping | |
| CN217712669U (en) | Fill support and add high pressure and fill thick liquid and jointly fill structure | |
| CN111364999A (en) | Replacement method for open pit coal mine end slope coal pressing mining and filling integration | |
| CN104475215B (en) | A kind of integral manufacturing technique of rock-fill dams high standard Transition Materials | |
| CN105952449A (en) | Novel dry-type stoping method for tailings in tailing pond | |
| CN203614129U (en) | Underground waste rock concrete preparation, pumping and filling system | |
| CN105626076A (en) | High-efficiency mining method of dragline saw-tooth type working bench |
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 |