CN113026674A - Non-management and protection integrated silt dam and mixture mixing process thereof - Google Patents

Non-management and protection integrated silt dam and mixture mixing process thereof Download PDF

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CN113026674A
CN113026674A CN202110318164.9A CN202110318164A CN113026674A CN 113026674 A CN113026674 A CN 113026674A CN 202110318164 A CN202110318164 A CN 202110318164A CN 113026674 A CN113026674 A CN 113026674A
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box
sliding
dam
fixedly connected
mixture
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CN113026674B (en
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尤尊贤
付健
吴向东
宋海印
唐晓阳
顾康辉
蓝祖秀
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Yellow River Engineering Consulting Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/02Fixed barrages
    • E02B7/04Dams across valleys
    • E02B7/06Earth-fill dams; Rock-fill dams
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28CPREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28C5/00Apparatus or methods for producing mixtures of cement with other substances, e.g. slurries, mortars, porous or fibrous compositions
    • B28C5/003Methods for mixing
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28CPREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28C7/00Controlling the operation of apparatus for producing mixtures of clay or cement with other substances; Supplying or proportioning the ingredients for mixing clay or cement with other substances; Discharging the mixture
    • B28C7/04Supplying or proportioning the ingredients
    • B28C7/0481Plant for proportioning, supplying or batching
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same

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  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Dispersion Chemistry (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)

Abstract

The invention provides a non-management and protection integrated check dam and a mixture mixing process thereof, wherein the check dam comprises: the homogeneous earth dam comprises a homogeneous earth dam body and a protective layer arranged on the homogeneous earth dam body; the protective layer comprises an upstream slope protection layer arranged on the upstream slope surface of the homogeneous earth dam body, a downstream slope protection layer arranged on the downstream slope surface of the homogeneous earth dam body and a mixed material layer arranged on the dam crest of the homogeneous earth dam body, and the mixed material layer is connected with the upstream slope protection layer and the downstream slope protection layer into a whole; and a plurality of layers of drainage blind pipes are embedded in the homogeneous earth dam body at intervals, and pipe orifices of the drainage blind pipes penetrate through and extend out of the downstream slope protection layer. The silt dam increases the anti-scouring capability of upstream and downstream dam slopes, and improves the flood control standard; and the mixed material layer can ensure that the dam body can overflow, and the dam cannot break when the over-standard flood is exceeded, so that a water release structure can be cancelled, and the engineering investment of the dam body is greatly saved.

Description

Non-management and protection integrated silt dam and mixture mixing process thereof
Technical Field
The invention relates to the technical field of check dam construction, in particular to a non-management and non-protection integrated check dam and a mixture mixing process thereof.
Background
In northwest loess plateau areas of China, gullies are vertical and horizontal, water and soil loss is serious, and a large number of silt dams are built in the gullies in order to intercept silt formed by water and soil loss. The arrangement of the siltation dams is generally that a series of step dams are respectively built on the furrows, the branch ditches and the main ditches according to the area of a channel watershed, and the building of the siltation dams has very important significance for lifting a channel erosion reference surface, preventing and controlling water and soil loss, retaining flood, blocking mud, silting land, reducing river sediment and the like, and is an important measure for comprehensive treatment of small watersheds.
The currently built silt dam consists of a dam and a water discharge building, wherein the dam is generally made of local materials and is built into a homogeneous earth dam, and the flood control standard is low. Due to the fact that the number of the silt dam is large, the silt dam is distributed and dispersed, the management and protection task is huge, and the flood prevention standard of the silt dam is low, the silt dam is easy to break and damage when the silt dam is turned over in case of exceeding standard flood in a flood season, the exceeding standard flood formed when the upstream silt dam breaks can threaten the downstream silt dam, and therefore chain reaction is formed. Therefore, the invention provides a silt dam which has strong anti-scouring capability, can exceed standard flood and is free from management and protection, and is particularly urgent and necessary.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides a maintenance-free integrated check dam with high flood control standard and strong erosion damage prevention capability.
In order to solve the technical problem, the invention discloses a maintenance-free integrated check dam, which comprises:
the homogeneous earth dam comprises a homogeneous earth dam body and a protective layer arranged on the homogeneous earth dam body; the protective layer comprises an upstream slope protection layer arranged on the upstream slope surface of the homogeneous earth dam body, a downstream slope protection layer arranged on the downstream slope surface of the homogeneous earth dam body and a mixed material layer arranged on the dam crest of the homogeneous earth dam body, and the mixed material layer is connected with the upstream slope protection layer and the downstream slope protection layer into a whole;
a plurality of layers of drainage blind pipes are embedded in the homogeneous earth dam body at intervals, and pipe orifices of the drainage blind pipes penetrate through and extend out of a downstream slope protection layer to the external environment.
Preferably, the thickness of the protective layer of the upstream dam slope is 1.0 m-1.5 m, and the thickness of the protective layer of the downstream dam slope is 2.0 m-3.0 m; the distance between two adjacent layers of the drainage blind pipes is 3m, and the distance between two adjacent drainage blind pipes in the same layer is 3 m-5 m.
Preferably, the same mixture is adopted by the upstream slope protection layer, the downstream slope protection layer and the mixed material layer.
Preferably, the mixture is prepared by uniformly mixing 70-90% of damming soil and 10-30% of argillaceous fine sand consolidation agent by weight; the argillaceous fine sand consolidation agent is prepared by 70-80% of argillaceous fine sand fine powder, 5-10% of mineral powder and 10-25% of cement by weight percentage.
Preferably, the mixture is prepared by uniformly mixing 60-75% of damming soil, 20-25% of fly ash, 13-18% of slag, 5-8% of red mud and desulfurized gypsum according to a weight ratio of 8-15: 5-8%.
Preferably, the mixture is prepared by uniformly mixing 68-75% of damming soil, 33-35% of cementing material, 15-18% of modified cellulose and 0.5-1.2% of bitter soil powder in a weight ratio; wherein, the cementing material adopts cement and iron slag according to the proportion of 93-98%: 2 to 7% by weight; the modified cellulose adopts high-modulus polyethylene fiber which is mineralized in calcium phosphate mineralized liquid.
A mixing process of a mixture adopted by an upstream slope protection layer, a downstream slope protection layer and a mixed material layer of the pipe-free and protection integrated silt dam comprises the following steps:
the method comprises the following steps: storing three materials of calcined argillaceous powder, fine sand powder, mineral powder and cement in 3 vertical powder tanks near an automatic metering system respectively; piling up the damming soil near an automatic metering system;
step two: respectively starting a powder tank screw conveyor and an automatic metering system, respectively metering the weight of calcined argillaceous powder, fine sand powder, mineral powder and cement according to the weight ratio of 70-80%, 5-10% and 10-25%, and feeding the three materials into a mixed material stirring system;
step three: the stirring system uniformly mixes the calcined argillaceous fine sand fine powder, the mineral powder and the cement according to the specified time to form an argillaceous fine sand consolidation agent, and then the argillaceous fine sand consolidation agent is stacked near the metering system;
step four: respectively loading the mixed argillaceous fine sand consolidation agent and damming soil into a bin of an automatic metering system by a loader;
step five: starting an automatic metering system, metering the weight of the argillaceous powder fine sand consolidation agent and the dam building soil material according to the weight ratio of 10-30% and 70-90%, and feeding the two materials into a mixed material stirring system;
step six: the stirring system uniformly mixes the argillaceous fine sand consolidation agent and the dam-building soil according to a set time to form an upper slope protection layer, a lower slope protection layer and a mixed material layer, and then the materials are transported to the dam by a dump truck to be unloaded, paved, added with water and rolled.
Preferably, the rolling compaction in the sixth step comprises: rolling with an auxiliary rolling device comprising:
the lower surface of the upper end of the first box body is provided with a first groove body, the first groove body is of a trapezoidal structure, and a first threaded hole is formed in the upper end, located on the first groove body, of the first box body;
the threaded rotating rod is in threaded connection with the first threaded through hole;
the two second groove bodies are arranged on the left side and the right side of the upper end of the first box body;
the first sliding rod and the second sliding rod are respectively connected in the second groove bodies on the left side and the right side in a sliding manner;
the first mounting block is fixedly connected to the upper end of the first sliding rod, a first sliding hole is formed in the right side of the first mounting block, and a first sliding block is connected in the first sliding hole in a sliding mode;
the second mounting block is fixedly connected to the upper end of the second sliding rod, the second mounting block is fixedly connected with the first sliding block, and the second sliding block is sleeved on the threaded rotating rod in a vertically sliding manner;
the two first springs are respectively sleeved on the first sliding rod and the second sliding rod, the lower ends of the two first springs are fixedly connected with the upper end of the first box body, and the upper ends of the two first springs are respectively fixedly connected with the first mounting block and the second mounting block;
the two first connecting hinged supports are connected in a connecting sliding chute on the threaded rotating rod in a sliding manner, and the connecting sliding chute is positioned in the trapezoidal groove;
the two second connecting hinged supports are respectively connected to the first sliding rod and the second sliding rod;
the two first connecting rods are used for connecting the first connecting hinged support and the second connecting hinged support on the corresponding sides;
the vertical rotating rod is rotatably connected to the upper end of the first box body and is positioned on one side, away from the second sliding rod, of the first sliding rod, and a first driving motor for driving the vertical rotating rod is arranged on the first box body;
the rotating block is fixedly connected to the vertical rotating rod, a curve groove is formed in the rotating block in the circumferential direction of the ring, and the curve groove is obliquely formed;
the first sliding groove is formed in one side, close to the rotating block, of the first mounting block, guide rods are connected into the first sliding groove in a left-right sliding mode, and the guide rods are connected into the curve grooves in a sliding mode;
the two grinding blocks are respectively arranged at the lower ends of the first sliding rod and the second sliding rod and are positioned below the first box body;
the auxiliary cavity is arranged at the lower end of the first box body and is positioned between the first slide bar and the second slide bar;
an auxiliary component disposed within the auxiliary cavity, the auxiliary component comprising: the first horizontal rotating shaft and the second horizontal rotating shaft which are vertically spaced are arranged along the front-back direction and are rotatably connected to the front side and the rear side of the auxiliary cavity; the first gear is fixedly connected to the second horizontal rotating shaft; the upper end of the pushing plate is fixedly connected to the second horizontal rotating shaft, and the lower end of the auxiliary cavity and the first box body below the auxiliary cavity are both provided with through grooves for the pushing plate to swing left and right; the second driving motor is fixedly connected to the rear side wall or the front side wall of the second horizontal rotating shaft, an output shaft of the second driving motor is fixedly connected with a disc body, and a fourth sliding rod is fixedly connected to the disc body; the second connecting rod is fixedly connected to the first horizontal rotating shaft, a half gear is arranged at the lower end of the second connecting rod and can be meshed with the first gear, a second sliding groove which is through from front to back is formed in the upper portion of the second connecting rod, and the fourth sliding rod is connected in the second sliding groove in a sliding mode.
Preferably, the method further comprises the following steps: screening raw materials of a mixture to be screened by a screening device, the screening device comprising:
the device comprises a second box body and a containing box, wherein the containing box is arranged in the second box body, the lower end of the containing box is an inclined plane with a lower left part and a higher right part, the upper end of the containing box is provided with a screening net, and a plurality of second springs are fixedly connected between the lower end of the containing box and the lower end of the second box body;
the third horizontal sliding chute is arranged along the left-right direction, a first supporting block is connected in the third horizontal sliding chute in a sliding mode, a supporting ball is fixedly connected to the upper end of the first supporting block, and the supporting ball is in sliding contact with the inclined surface at the lower end of the accommodating box;
one end of the third spring is fixedly connected with the first supporting block, and the other end of the third spring is fixedly connected with the right side wall of the second box body;
the left end of the containing box is slidably connected into a third sliding groove at the right end of the second supporting block through a third sliding block;
the first fixed pulley is fixedly connected to the left side of the second supporting block;
the first electric reel is fixedly connected to the upper end of the second box body, and one end of a first pull rope on the first electric reel is fixedly connected with the first supporting block after bypassing the first fixed pulley;
the fourth springs are fixedly connected to the periphery of the upper end of the containing box, and a first pressing block is arranged at the upper end of each fourth spring and used for pressing the edge of the upper end of the screening net;
the lower end of the auxiliary box is opened, and the upper end of the auxiliary box is connected to the upper end of the second box body through a connecting piece;
the two second pressing blocks are connected to the left side and the right side of the lower end of the auxiliary box, and the distance between the two second pressing blocks is the same as that between the left adjacent pressing block and the right adjacent pressing block;
the third horizontal rotating shaft is rotatably connected between at least one pair of second pressing blocks on the left side and the right side, and a third driving motor for driving the third horizontal rotating shaft is arranged on each second pressing block;
the cams are fixedly connected to the third horizontal rotating shaft, and can be in contact with the upper end of the screening net in a rotating mode;
the feeding box is fixedly connected to the front side of the second box body and is positioned above the screening box;
the feeding box is internally provided with a driving cavity, a rolling cavity and a discharging cavity which are communicated in sequence from a position far away from the second box body to a position close to the second box body, the discharging cavity is connected with one end of a discharging pipe, and the other end of the discharging pipe is connected to the upper end of the screening net;
the rolling device comprises a first inclined pipeline, a second inclined pipeline and a rolling box, wherein a third inclined pipeline is arranged in the rolling box, the first inclined pipeline and the second inclined pipeline are respectively connected to the front side and the rear side of the third inclined pipeline in a sliding mode, and a plurality of fifth springs are arranged between the rolling box and the rear side wall of a rolling cavity; roll and roll the chamber and go up the lower extreme symmetry and set up the broken line face, the broken line face includes: the front part and the rear part are parallel to the parallel surfaces of the third inclined pipeline, an inclined surface is connected between the front parallel surface and the rear parallel surface, and the inclined surface is high at the back and low at the front;
the two sliding rods penetrate through the upper end face and the lower end face of the grinding box in a sliding mode, one end, located in the grinding box, of each sliding rod is fixedly connected with a pressing plate, the other end of each sliding rod is fixedly connected with a roller, and each roller is connected to the corresponding inclined face in a sliding mode;
the second fixed pulley is connected to one side surface, close to the rolling cavity, of the driving cavity;
the electronic reel of second is connected in the drive intracavity, it has the second stay cord to wind on the electronic reel of second, the second stay cord is walked around behind the second fixed pulley with roll case fixed connection.
Preferably, the mixture of the upstream and downstream slope protection layers and the mixed material layer formed in the sixth step is stored through a storage box, and the storage box is arranged on the dump truck;
the process further comprises:
detecting the storage box through a detection device to obtain a detection result; the detection device includes: the material storage box is internally provided with N detection points, and each detection point is provided with a temperature sensor and a humidity sensor;
the storage box is also detachably provided with a density detection device for acquiring the density of the mixed material; the material storage box is provided with a first speed sensor and a vibration sensor, and the moving speed and the vibration frequency of the material storage box are respectively obtained;
the storage box is provided with a discharge opening, the discharge opening is provided with a second speed sensor and used for detecting the flow velocity of mixed materials during discharging, and the discharge box is also provided with an angle detection device and used for detecting the angle between the discharge opening and the blanking surface corresponding to the homogeneous earth dam body during discharging;
controller, first alarm, second alarm, the controller with temperature sensor, humidity transducer, density detection device, first speed sensor, vibration sensor, second speed sensor, angle detection device, first alarm, second alarm electricity are connected, the controller is based on temperature sensor, humidity transducer, density detection device, first speed sensor, vibration sensor, second speed sensor, angle detection device control first alarm, the work of second alarm include:
when the mixture is before unloading, calculating the uneven coefficient K of the mixture before unloading based on the temperature sensor, the humidity sensor, the density sensor, the first speed sensor, the vibration sensor and the formula (1), and when the uneven coefficient is larger than a preset value, controlling a first alarm to give an alarm by the controller to remind of secondary stirring;
Figure RE-GDA0003030827890000071
wherein N is the number of the detection points; piThe average value of the detection value of the temperature sensor at the ith detection point is obtained when the mixed material is discharged after being mixed; p0Is a preset target temperature; siThe average value of the detection value of the humidity sensor at the ith detection point is obtained after the mixture is mixed and discharged; s0Is a preset target humidity; beta is an internal friction angle preset for the mixture; e is a natural constant, and the value is 2.72; lambda is the preset permeability coefficient of the mixture; zeta is the friction coefficient between the mixture and the storage box; a is the average value of the detection values of the vibration sensor when the mixed material is mixed and discharged, rho is the detection value of the density detection device, M is the elastic modulus of the mixed material, and cos is cosine; ln is a natural logarithm; v1Is a first speed sensor detection value, V0The flow rate of the discharge opening is preset;
when the first alarm does not give an alarm, unloading is started, an unloading reliability coefficient Z is calculated based on the current angle detection device, the detection value of the second speed sensor and a formula (2), and when the unloading reliability coefficient is smaller than a preset value, the controller controls the second alarm to give an alarm;
Figure RE-GDA0003030827890000072
wherein R is the flatness coefficient of the blanking surface; a is the detection value of the angle detection device; psi is a transportation stability coefficient for the dump truck; chi is the adhesion coefficient of the mixture, lg is the logarithm with 10 as the base, and e is a natural constant and takes the value of 2.72; g is the acceleration of gravity; pmaxWhen the unloading is started, the maximum detection values of the temperature sensors at all the detection points are obtained; pminWhen the unloading is started, the maximum detection values of the temperature sensors at all the detection points are obtained; smaxWhen the unloading is started, the maximum detection values of the humidity sensors at all the detection points are detected; sminWhen the unloading is started, the maximum detection values of the humidity sensors at all the detection points are detected; l is1Is detected as a value of PmaxAnd PminDistance between temperature sensors; l is2Is detected as a value SmaxAnd SminDistance between the humidity sensors; h is the height from the center of the discharge opening to the blanking surface when discharging; zeta is the friction coefficient between the mixture and the storage box; v is the second speed sensor detection value.
The technical solution of the present invention is further described in detail by the accompanying drawings and embodiments.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
FIG. 1 is a cross-sectional view of a maintenance-free integrated check dam;
FIG. 2 is a view showing a structure of a process system corresponding to a mix-up process of a non-maintenance integrated check dam mixture;
FIG. 3 is a schematic diagram of an embodiment of an auxiliary rolling device of the present invention;
FIG. 4 is a sectional view taken along the line A-A in FIG. 3;
FIG. 5 is a sectional view taken along line B-B of FIG. 4;
FIG. 6 is a schematic diagram of the construction of one embodiment of the screening device of the present invention;
FIG. 7 is a schematic view of the connection between the second box and the feeding box according to the present invention;
fig. 8 is a schematic view of the structure of the feed box of the present invention.
In the figure: 1. homogenizing the dam body of the earth dam; 2. an upstream slope protection layer; 3. a downstream slope protection layer; 4. mixing a material layer; 5. A drainage blind pipe; 6. an aggregate bin; 7. a metering system; 8. an aggregate conveying system; 9. stairs and railings; 10. A host building; 11. an aggregate transition bin; 12. adding system for fine sand powder, mineral powder and cement in calcined argillaceous powder; 13. a stirring system; 14. a screw conveyor; 15. a vertical powder tank; 20. an auxiliary rolling device; 201. A first case; 202. a first tank body; 203. a threaded rotating rod; 204. a second tank body; 205. a first slide bar; 206. a second slide bar; 207. a first mounting block; 208. a first slider; 209. a second mounting block; 210. a first spring; 211. a first connecting hinge base; 212. a second connecting hinged support; 213. a vertical rotating rod; 214. rotating the block; 215. a curved groove; 216. a first chute; 217. a guide bar; 218. grinding and briquetting; 219. an auxiliary cavity; 220. an auxiliary component; 2201. a first horizontal rotating shaft; 2202. a second horizontal rotating shaft; 2203. a first gear; 2204. a push plate; 2205. a second drive motor; 2206. a tray body; 2207. A fourth slide bar; 2208. a second link; 2209. a half gear; 2210. a second chute; 221. a first link; 30. a screening device; 301. a second case; 302. an accommodating box; 303. screening the net; 304. a second spring; 305. a bevel; 306. a third horizontal chute; 307. a first support block; 308. a support ball; 309. A third spring; 310. a second support block; 311. a first fixed pulley; 312. a first electric reel; 313. A first pull cord; 314. a fourth spring; 315. a first pressing block; 316. an auxiliary tank; 317. a second pressing block; 318. a third horizontal rotating shaft; 319. a cam; 320. a feeding box; 321. a drive chamber; 322. a rolling cavity; 323. a discharge cavity; 324. a first inclined duct; 325. a second inclined duct; 326. a third inclined duct; 327. rolling the box; 328. a broken line surface; 3281. a parallel plane; 3282. an inclined surface; 329. a slide bar; 330. pressing a plate; 331. a roller; 332. a second fixed pulley; 333. a second electric reel; 334. A second pull cord; 335. a connecting member; 336. and a fifth spring.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are described herein for the purpose of illustration and explanation and not limitation.
In addition, the descriptions related to the first, the second, etc. in the present invention are only used for description purposes, do not particularly refer to an order or sequence, and do not limit the present invention, but only distinguish components or operations described in the same technical terms, and are not understood to indicate or imply relative importance or implicitly indicate the number of indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In addition, technical solutions and technical features between various embodiments can be combined with each other, but must be realized by a person skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should be considered to be absent and not be within the protection scope of the present invention.
Example 1:
a maintenance-free integrated check dam comprising:
the homogeneous earth dam comprises a homogeneous earth dam body 1 and a protective layer arranged on the homogeneous earth dam body 1; the protective layer comprises an upstream slope protection layer 2 arranged on the upstream slope surface of the homogeneous earth dam body 1, a downstream slope protection layer 3 arranged on the downstream slope surface of the homogeneous earth dam body 1 and a mixed material layer 4 arranged on the top of the homogeneous earth dam body 1, wherein the mixed material layer 4 is integrally connected with the upstream slope protection layer 2 and the downstream slope protection layer 3;
multiple layers of drainage blind pipes 5 are embedded in the homogeneous earth dam body 1 at intervals (if a plurality of layers of drainage blind pipes are horizontally arranged along the vertical direction, each layer is provided with a plurality of drainage blind pipes), and pipe orifices of the drainage blind pipes 5 penetrate through and extend out of a downstream slope protection layer 3 to the external environment (the external environment of a silt dam).
Preferably, the thickness of the protective layer of the upstream dam slope is 1.0 m-1.5 m, and the thickness of the protective layer of the downstream dam slope is 2.0 m-3.0 m; the downstream dam slope is subjected to continuous scouring of water flow, so that the thickness of the downstream protective layer is greater than that of the upstream protective layer;
preferably, the distance between two adjacent layers of the drainage blind pipes 5 is 3m, the distance between two adjacent drainage blind pipes 5 in the same layer is 3 m-5 m, and the uniformly arranged drainage blind pipes 5 can timely discharge the seepage water in the dam body out of the dam body so as to increase the stability of the dam body.
Preferably, the same mixture is adopted by the upstream slope protection layer 2, the downstream slope protection layer 3 and the mixed material layer 4; the same mixture adopted by the upstream slope protection layer 2, the downstream slope protection layer 3 and the mixed material layer 4 can effectively ensure that the upstream slope protection layer 2, the downstream slope protection layer 3 and the mixed material layer 4 are connected into a whole, and the construction process can be effectively simplified.
Preferably, the mixture is prepared by uniformly mixing 70-90% of damming soil and 10-30% of argillaceous fine sand consolidation agent by weight; the argillaceous fine sand consolidation agent is prepared by calcining argillaceous fine sand powder 12, mineral powder and cement according to the weight percentage of 70-80%, 5-10% and 10-25%. The strength of the dam slope is obviously improved by adding the argillaceous powder fine sand consolidation agent into the dam building soil, and the strength is equivalent to C10-C15 concrete through tests, so that the anti-scouring capability and the comprehensive durability of the dam slope are improved, and the aim of no management and protection is fulfilled. The argillaceous fine sand consolidation agent contains mineral powder with a content of less than 10%, cement with a content of less than 25%, and more than 70% (weight percentage) of the argillaceous fine sand consolidation agent is calcined argillaceous fine sand fine powder 12.
Preferably, the mixture is prepared by uniformly mixing 60-75% of damming soil, 20-25% of fly ash, 13-18% of slag, 5-8% of red mud and desulfurized gypsum according to the weight ratio of 8-15: 5-8%, and the mixture has good compressive strength and can effectively improve the strength of upstream and downstream dam slopes.
Preferably, the mixture is prepared by uniformly mixing 68-75% of damming soil, 33-35% of cementing material, 15-18% of modified cellulose and 0.5-1.2% of bitter soil powder in a weight ratio; wherein, the cementing material adopts cement and iron slag according to the proportion of 93-98%: 2 to 7% by weight; the modified cellulose adopts high-modulus polyethylene fiber which is mineralized in calcium phosphate mineralized liquid. In the actual mixing, a salt solution of magnesium chloride is adopted as a mixing agent for mixing; the mixture is coagulated into blocks after being mixed, and the high-strength concrete has high strength.
The working principle and the beneficial effects of the technical scheme are as follows: compared with the existing silt dam which is made of local materials and adopts silt soil to build the silt dam, the silt dam has lower flood control standard, increases the anti-scouring capability of upstream and downstream dam slopes, and improves the flood control standard; and the mixed material layer 4 can ensure that the dam body can overflow, and the dam cannot break when the over-standard flood is exceeded, so that a water release structure can be cancelled, and the engineering investment of the dam body is greatly saved.
Example 2
On the basis of the example 1, the method comprises the following steps of,
as shown in fig. 2, the process system structure of the mixing process includes: the system comprises an aggregate bin 6, a metering system 7, an aggregate conveying system 8 (a herringbone belt conveyor), a stair and a railing 9, a main machine building 10, an aggregate transition bin 11, a cement, water and additive system, a stirring system 13, a spiral conveyor 14 and a vertical powder tank 15;
a mixing process of the mixture adopted by the upstream slope protection layer 2, the downstream slope protection layer 3 and the mixture layer 4 of the pipe-free and protection integrated silt dam comprises the following steps:
the method comprises the following steps: storing three materials of calcined argillaceous powder, fine sand and fine powder 12, mineral powder and cement in 3 vertical powder tanks 15 near an automatic metering system 7 respectively; the damming soil is stocked near the automatic metering system 7;
step two: respectively starting a powder tank screw conveyor 14 and an automatic metering system 7, respectively metering the weight of calcined argillaceous powder fine sand fine powder 12, mineral powder and cement according to the weight ratio of 70-80%, 5-10% and 10-25%, and feeding the three materials into a mixed material stirring system 13;
step three: the stirring system 13 uniformly mixes the calcined argillaceous powder fine sand powder 12, the mineral powder and the cement according to a specified time to form an argillaceous powder fine sand consolidation agent, and then the argillaceous powder fine sand consolidation agent is stacked near the metering system 7;
step four: respectively loading the mixed argillaceous fine sand consolidation agent and damming soil into a bin of an automatic metering system 7 by adopting a loader;
step five: starting an automatic metering system 7, metering the weight of the argillaceous powder fine sand consolidation agent and the dam building soil material according to the weight ratio of 10-30% and 70-90%, and feeding the two materials into a mixed material stirring system 13;
step six: the stirring system 13 uniformly mixes the argillaceous fine sand consolidation agent and the dam-building soil according to a specified time to form a mixture of the upstream and downstream slope protection layers 3 and the mixed material layer 4, and then the mixture is transported to the dam by a dump truck for unloading, paving, adding water and rolling.
Various mixed materials composed of different materials and mixing proportions have the material with the mixing amount less than 10 percent, the minimum weight ratio is only 0.5-1.2 percent, and the mixed materials are difficult to be uniformly mixed by the traditional mixed material construction process, so that the expected performance index of the mixed materials cannot be reached.
The contents of the mineral powder and the cement are much lower than the cement content, and the purpose of uniformly mixing various materials is difficult to achieve by adopting the traditional horizontal interbedded paving vertical mining method, the dam surface stacking blending method and the funnel belt conveyor blending method.
The traditional blending process of the admixture comprises the following steps:
the soil material in the earth-rock dam is blended with a certain admixture to be processed into the admixture, and the following problems can be respectively or comprehensively solved: the compressibility of the soil is reduced, and the anti-seepage body is prevented from cracking; the water content of the soil material is reduced, and the construction control water content of the anti-seepage body is improved; the construction characteristics of the seepage-proofing filling material are improved, and the filling speed is increased; the anti-seepage performance of the anti-seepage body is improved; saving soil and reducing occupied area, etc.
The construction process of the common admixture for the earth-rock dam comprises the following three steps:
1) the materials are spread horizontally and mutually according to the proportion, and the vertical face is mined and blended.
2) Stacking various materials alternately on the dam surface, and pushing and blending the materials by a bulldozer.
3) Various materials are measured by a funnel and then are discharged onto the same belt conveyor for preliminary blending; blending method of re-blending after transporting to stockpile.
The blending method of the three admixtures is relatively uniform under the condition of equivalent blending amount of various materials; for the case of small amount of individual materials, it is difficult to blend uniformly and the metering is not accurate. Therefore, the invention provides a novel mixed material mixing process which can accurately measure and uniformly mix so as to ensure that the mixed material has accurate mixing proportion and the strength is ensured, thereby ensuring the safe operation of the silt dam.
The working principle and the beneficial effects of the technical scheme are as follows: introducing concrete mixing system process as the mixing process of the mixture of the non-management and non-protection silt dam. The concrete contents of the mixture mixing process are as follows: the materials of the mixture are automatically metered and mixed by the mixing system 13, so that the purposes of accurate metering and uniform mixing are achieved.
Example 3
On the basis of the embodiment 1 or 2, as shown in fig. 3 to 5, the rolling in the sixth step includes: rolling with an auxiliary rolling device 20, said auxiliary rolling device 20 comprising:
the first tank body 201, a first tank body 202 is arranged on the lower surface of the upper end of the first tank body 201, the first tank body 202 is in a trapezoidal structure, and a first threaded hole is formed in the upper end, located on the first tank body 202, of the first tank body 201;
a threaded rotating rod 203 which is in threaded connection with the first threaded through hole;
two second tanks 204 arranged at the left and right sides of the upper end of the first tank 201;
the first sliding rod 205 and the second sliding rod 206 are respectively connected in the second groove bodies 204 at the left side and the right side in a left-right sliding manner;
the first mounting block 207 is fixedly connected to the upper end of the first sliding rod 205, a first sliding hole is formed in the right side of the first mounting block 207, and a first sliding block 208 is connected in the first sliding hole in a sliding manner;
the second mounting block 209 is fixedly connected to the upper end of the second sliding rod 206, the second mounting block 209 is fixedly connected with the first sliding block 208, and the second sliding block is sleeved on the threaded rotating rod 203 in a vertically sliding manner;
the two first springs 210 are respectively sleeved on the first sliding rod 205 and the second sliding rod 206, the lower ends of the two first springs 210 are respectively fixedly connected with the upper end of the first box 201, and the upper ends of the two first springs 210 are respectively fixedly connected with the first mounting block 207 and the second mounting block 209;
two first connecting hinged seats 211 which are slidably connected (circumferentially slide) in connecting sliding grooves on the threaded rotating rod 203, wherein the connecting sliding grooves are positioned in the trapezoidal grooves;
two second connecting hinged supports 212 respectively connected to the first slide bar 205 and the second slide bar 206;
two first links 221 for connecting the first and second connecting anchors 211 and 212 of the corresponding sides;
the vertical rotating rod 213 is rotatably connected to the upper end of the first box 201 and is located on one side of the first sliding rod 205, which is far away from the second sliding rod 206, and a first driving motor for driving the vertical rotating rod 213 is arranged on the first box 201;
the rotating block 214 is fixedly connected to the vertical rotating rod 213, a curved groove 215 is circumferentially arranged on the rotating block 214, and the curved groove 215 is obliquely arranged;
a first sliding groove 216, which is provided at one side of the first mounting block 207 close to the rotating block 214, wherein a guide rod 217 is connected in the first sliding groove 216 in a left-right sliding manner, and the guide rod 217 is connected in the curved groove 215 in a sliding manner;
two crushing blocks 218 respectively arranged at the lower ends of the first sliding rod 205 and the second sliding rod 206 and positioned below the first box 201;
the auxiliary cavity 219 is arranged at the lower end of the first box 201 and is positioned between the first sliding rod 205 and the second sliding rod 206;
an auxiliary assembly 220 disposed within the auxiliary cavity 219, the auxiliary assembly 220 comprising: a first horizontal rotating shaft 2201 and a second horizontal rotating shaft 2202 which are vertically spaced are arranged along the front-back direction and are rotatably connected to the front side and the rear side of the auxiliary cavity 219; a first gear 2203 fixedly connected to the second horizontal rotating shaft 2202; the upper end of the pushing plate 2204 is fixedly connected to the second horizontal rotating shaft 2202, and the lower end of the auxiliary cavity 219 and the first box 201 below the auxiliary cavity are both provided with through grooves for the pushing plate 2204 to swing left and right; the second driving motor 2205 is fixedly connected to the rear side wall or the front side wall of the second horizontal rotating shaft 2202, an output shaft of the second driving motor 2205 is fixedly connected with a disc body 2206, and a fourth sliding rod 2207 is fixedly connected to the disc body 2206; a second link 2208 fixedly connected to the first horizontal rotating shaft 2201, wherein a half gear (also called a sector gear) 2209 is disposed at the lower end of the second link 2208, the half gear 2209 can be engaged with the first gear 2203, a second slide groove 2210 penetrating in the front-rear direction is disposed at the upper portion of the second link 2208, and the fourth slide bar is slidably connected in the second slide groove 2210.
The working principle and the beneficial effects of the technical scheme are as follows: the rolling device can be connected to other movable rolling devices, such as a vehicle body, and is used for rolling in a large range; a movable wheel can be arranged under the first box body, and the movable wheel can be manually pushed to roll the edge part of the dam body;
the first connecting hinged support is driven to move upwards by rotating the threaded rod, and the first connecting hinged support is limited by the trapezoidal groove, so that the first connecting rod rotates inwards, the first sliding rod and the second sliding rod are close to each other, the distance between the two grinding blocks is adjusted, and different grinding requirements are met; after the adjustment is finished, a second driving motor is started, the second driving motor rotates to drive the disc body to rotate, a third sliding rod slides in a second sliding groove in a second connecting rod, the second connecting rod is driven to rotate around a first horizontal rotating shaft, a half gear on the second connecting rod, which rotates, is meshed with the first gear, and drives a second horizontal rotating shaft to rotate, so that a pushing plate on the second horizontal rotating shaft swings left and right, the stacked objects to be rolled in the middle are stirred to two sides, and the objects to be rolled are rolled by a rolling block;
the first driving motor is started to drive the rotating block to rotate, and the guide rod is connected in a sliding mode and limited in the curved groove, so that the guide rod moves downwards to drive the first mounting block to move downwards, and the second mounting block is driven to move downwards through the first sliding block, so that downward rolling motion is realized;
above-mentioned technical scheme realizes rolling the thing and stirs, rolls the function, rolls the integration of piece distance adjustment function, is more convenient for satisfy different user demands.
Example 4
In addition to any one of embodiments 1 to 3, as shown in fig. 6 to 8, the present invention further includes: the raw material of the mix to be screened is screened by a screening device 30, said screening device 30 comprising:
the container 302 is arranged in the second box body 301, the lower end of the container 302 is an inclined plane 305 with a lower left and a higher right, the upper end of the container 302 is provided with a sieving net 303, and a plurality of second springs 304 are fixedly connected between the lower end of the container 302 and the lower end of the second box body 301;
a third horizontal sliding chute 306 arranged along the left-right direction, wherein a first supporting block 307 is slidably connected to the third horizontal sliding chute 306, a supporting ball 308 is fixedly connected to the upper end of the first supporting block 307, and the supporting ball 308 is in sliding contact with the inclined surface 305 at the lower end of the accommodating box 302;
one end of the third spring 309 is fixedly connected with the first supporting block, and the other end of the third spring is fixedly connected with the right side wall of the second box body 301;
the left end of the accommodating box 302 is slidably connected in a third sliding groove at the right end of the second supporting block 310 through a third sliding block;
a first fixed pulley 311 fixedly connected to the left side of the second supporting block 310;
a first electric reel 312 fixedly connected to the upper end of the second casing 301, wherein one end of a first pull rope 313 on the first electric reel 312 is fixedly connected to the first support block 307 after passing around the first fixed pulley;
a plurality of fourth springs 314 fixedly connected to the periphery of the upper end of the containing box 302, wherein the upper end of each fourth spring 314 is provided with a first pressing block 315, and the first pressing block 315 is used for pressing the edge of the upper end of the sieving net 303;
an auxiliary box 316, the lower end of which is open and the upper end of which is connected to the upper end of the second box 301 through a connecting piece 335;
two second pressing blocks 317 connected to the left and right sides of the lower end of the auxiliary box 316, wherein the distance between the second pressing blocks 317 is the same as the distance between the left and right adjacent first pressing blocks 315;
the horizontal rotating shaft 318 is rotatably connected between at least one pair of second pressing blocks 317 on the left side and the right side, and a third driving motor for driving the horizontal rotating shaft is arranged on each second pressing block 317;
a plurality of cams 319 fixedly connected to the horizontal rotating shaft 318, wherein the cams 319 can be in contact with the upper end of the sieving net in a rotating way;
the feeding box 320 is fixedly connected to the front side of the second box body 301 and is positioned above the screening box;
a driving cavity 321, a rolling cavity 322 and a discharging cavity 323 which are communicated with each other are sequentially arranged in the feeding box 320 from a position far away from the second box body 301 to a position close to the second box body 301, the discharging cavity is connected with one end of a discharging pipe, and the other end of the discharging pipe is connected to the upper end of the sieving net 303;
the grinding device comprises a first inclined pipeline 324, a second inclined pipeline 325 and a grinding box 327, wherein a third inclined pipeline 326 is arranged in the grinding box 327, the first inclined pipeline 324 and the second inclined pipeline 325 are respectively connected to the front side and the rear side in the third inclined pipeline 326 in a sliding manner, and a plurality of fifth springs 336 are arranged between the grinding box 327 and the rear side wall of the grinding cavity 322; the upper end and the lower end of the rolling cavity 322 are symmetrically provided with a folding line surface 328, and the folding line surface 328 comprises: the front and rear parts of the inclined pipe are parallel to the parallel surfaces 3281 of the third inclined pipe 326, an inclined surface 3282 is connected between the front and rear parallel surfaces 3281, and the inclined surface 3282 is high at the rear and low at the front;
the two sliding rods 329 penetrate through the upper end surface and the lower end surface of the rolling box 327 in a sliding manner, one end of each sliding rod 329, which is positioned in the rolling box 327, is fixedly connected with a pressing plate 330, the other end of each sliding rod 329 is fixedly connected with a roller 331, and each roller 331 is connected to the corresponding inclined surface 3282 in a sliding manner;
a second fixed pulley 332 connected to a side surface of the driving chamber 321 adjacent to the rolling chamber 322;
and a second electric reel 333 connected to the inside of the driving chamber 321, wherein a second pull rope 334 is wound around the second electric reel 333, and the second pull rope 334 is fixedly connected to the crush box 327 after passing around the second fixed pulley 332.
The working principle and the beneficial effects of the technical scheme are as follows: raw materials to be screened firstly enter a first inclined pipeline in a feeding box and then sequentially pass through a third inclined pipeline, a second inclined pipeline, a discharging cavity and a discharging pipe to reach the upper part of a screening net; the second stay cord is tightened by controlling the second electric reel to rotate, so that the rolling box moves forwards (at the moment, the third inclined pipeline slides along the corresponding first inclined pipeline and the second inclined pipeline to ensure the transmission of materials), the upper roller of the rolling box moves away from the second box body (the front side) along the inclined plane, the second fixed pulley ensures the reliable movement of the second stay cord, at the moment, the two sliding rods are close to each other under the limitation of the inclined plane, so that the two pressing plates can roll the materials in the third inclined pipeline for one time, and the influence of large materials on the subsequent screening work is prevented; when the second pull rope is loosened, the rolling box returns to the original position under the action of a fifth spring so as to wait for rolling at the next time;
when the screen mesh is needed to be screened, the first electric reel is controlled to rotate, the first supporting block is pulled to move leftwards through the first pull rope, the first supporting block is guided to move under the action of the third sliding block and the third sliding groove, and the first pull rope is guaranteed to move reliably through the arrangement of the first fixed pulley; the first supporting block moves leftwards to enable the containing box to move upwards, a first pressing block on the containing box is in contact with a corresponding second pressing block on the auxiliary box, the first pressing block is compressed, and the first pressing block moves downwards to be pressed on the edge of the screening net for limiting and fixing; then a third driving motor is started to drive a third horizontal rotating shaft to rotate, a cam on the third horizontal rotating shaft rotates downwards, so that a screening net vibrates to accelerate screening, and screened materials enter an accommodating box to be discharged subsequently; when screening net, at first control first electronic reel resets, holds the case return under the effect of third spring for the auxiliary tank is kept away from to the screening net, is convenient for clear up and dismantles and changes the screening net.
Example 5
The mixture of the upstream and downstream slope protection layers and the mixed material layer formed in the sixth step is stored through a storage box, and the storage box is arranged on the dump truck;
the process further comprises:
detecting the storage box through a detection device to obtain a detection result; the detection device includes: the material storage box is internally provided with N detection points, and each detection point is provided with a temperature sensor and a humidity sensor;
the storage box is also detachably provided with a density detection device for acquiring the density of the mixed material; the material storage box is provided with a first speed sensor and a vibration sensor, and the moving speed and the vibration frequency of the material storage box are respectively obtained;
the storage box is provided with a discharge opening, the discharge opening is provided with a second speed sensor and used for detecting the flow velocity of mixed materials during discharging, and the discharge box is also provided with an angle detection device and used for detecting the angle between the discharge opening and the blanking surface corresponding to the homogeneous earth dam body during discharging;
controller, first alarm, second alarm, the controller with temperature sensor, humidity transducer, density detection device, first speed sensor, vibration sensor, second speed sensor, angle detection device, first alarm, second alarm electricity are connected, the controller is based on temperature sensor, humidity transducer, density detection device, first speed sensor, vibration sensor, second speed sensor, angle detection device control first alarm, the work of second alarm include:
when the mixture is before unloading, calculating the uneven coefficient K of the mixture before unloading based on the temperature sensor, the humidity sensor, the density sensor, the first speed sensor, the vibration sensor and the formula (1), and when the uneven coefficient is larger than a preset value, controlling a first alarm to give an alarm by the controller to remind of secondary stirring;
Figure RE-GDA0003030827890000181
wherein N is the number of the detection points; piThe average value of the detection value of the temperature sensor at the ith detection point is obtained when the mixed material is discharged after being mixed; p0Is a preset target temperature; siThe average value of the detection value of the humidity sensor at the ith detection point is obtained after the mixture is mixed and discharged; s0Is a preset target humidity; beta is an internal friction angle preset for the mixture; e is a natural constant, and the value is 2.72; lambda is the preset permeability coefficient (the value is more than 0 and less than 1) of the mixture; zeta is the friction coefficient between the mixture and the storage box; a is the average value of the detection values of the vibration sensor when the mixed material is mixed and discharged, rho is the detection value of the density detection device, M is the elastic modulus of the mixed material, and cos is cosine; ln is a natural logarithm; v1Is a first speed sensor detection value, V0The flow rate of the discharge opening is preset;
when the first alarm does not give an alarm, unloading is started, an unloading reliability coefficient Z is calculated based on the current angle detection device, the detection value of the second speed sensor and a formula (2), and when the unloading reliability coefficient is smaller than a preset value, the controller controls the second alarm to give an alarm;
Figure RE-GDA0003030827890000191
wherein R is the flatness coefficient of the blanking surface; a is the detection value of the angle detection device; psi is a transportation stability coefficient for the dump truck; chi is the adhesion coefficient of the mixture, lg is the logarithm with 10 as the base, and e is a natural constant and takes the value of 2.72; g is the acceleration of gravity; pmaxWhen the unloading is started, the maximum detection values of the temperature sensors at all the detection points are obtained; pminWhen the unloading is started, the maximum detection values of the temperature sensors at all the detection points are obtained; smaxWhen the unloading is started, the maximum detection values of the humidity sensors at all the detection points are detected; sminFor the purpose of starting the discharge, humidity sensors at all pointsA maximum detection value; l is1Is detected as a value of PmaxAnd PminDistance between temperature sensors; l is2Is detected as a value SmaxAnd SminDistance between the humidity sensors; h is the height from the center of the discharge opening to the blanking surface when discharging; zeta is the friction coefficient between the mixture and the storage box; v is the second speed sensor detection value.
The working principle and the beneficial effects of the technical scheme are as follows: when the mixture is before unloading, calculating the uneven coefficient K of the mixture before unloading based on the temperature sensor, the humidity sensor, the density sensor, the first speed sensor, the vibration sensor and the formula (1), and when the uneven coefficient is larger than a preset value, controlling a first alarm to give an alarm by the controller to remind of secondary stirring;
the storage case is inside to set up N check points simultaneously, and every check point all sets up temperature sensor and humidity transducer, considers the difference of the humiture of each check point and the target humiture that corresponds through formula (1), the vibration of the stirring material that leads to because vehicle transport etc. after the material mixes, the transport speed of stirring material, to the influence of stirring material homogeneity, and stirring material self parameter (the elasticity modulus of stirring material, density, the coefficient of friction between stirring material and the storage case, the internal friction angle of stirring material) is to the influence of stirring material homogeneity before unloading, works as inhomogeneous coefficient is greater than the default, the first alarm of controller control is reported to the police, reminds to carry out the secondary stirring to guarantee that the material is even reliable before unloading.
When the first alarm does not give an alarm, unloading is started, an unloading reliability coefficient Z is calculated based on the current angle detection device, the detection value of the second speed sensor and a formula (2), and when the unloading reliability coefficient is smaller than a preset value, the controller controls the second alarm to give an alarm, so that corresponding parameters are adjusted, and reliable unloading is guaranteed; in the formula (2), the influence of the flatness coefficient of the blanking surface on the material state after unloading, the influence of a plurality of parameters of the mixture (the adhesion coefficient of the mixture, the unloading speed, the maximum/minimum detection values of the humidity/temperature sensors of all detection points when unloading is started, the friction coefficient between the mixture and the storage box), the height of the center of the unloading opening from the blanking surface, the gravity acceleration, the transportation stability coefficient of the dump truck and the like on unloading are considered, and the calculation is reliable.
It will be apparent to those skilled in the art that various changes and modifications may be made in the present invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.

Claims (10)

1. The utility model provides an exempt from integrative silt dam of management and protection which characterized in that includes:
the homogeneous earth dam comprises a homogeneous earth dam body (1) and a protective layer arranged on the homogeneous earth dam body (1); the protective layer comprises an upstream slope protection layer (2) arranged on the upstream slope surface of the homogeneous earth dam body (1), a downstream slope protection layer (3) arranged on the downstream slope surface of the homogeneous earth dam body (1), and a mixed material layer (4) arranged on the top of the homogeneous earth dam body (1), wherein the mixed material layer (4) is integrally connected with the upstream slope protection layer (2) and the downstream slope protection layer (3);
a plurality of layers of drainage blind pipes (5) are embedded in the homogeneous earth dam body (1) at intervals, and pipe orifices of the drainage blind pipes (5) penetrate through and extend out of the downstream slope protection layer (3) to the external environment.
2. The integrated maintenance-free silt dam of claim 1, wherein the thickness of the protective layer of the upstream dam slope is 1.0 m-1.5 m, and the thickness of the protective layer of the downstream dam slope is 2.0 m-3.0 m; the distance between two adjacent layers of the drainage blind pipes (5) is 3m, and the distance between two adjacent drainage blind pipes (5) in the same layer is 3 m-5 m.
3. The integrated piping-free and protection silt dam according to claim 1, wherein the upstream slope protection layer (2), the downstream slope protection layer (3) and the mixed material layer (4) are made of the same mixed material.
4. The non-pipe-protection integrated silt dam of claim 3, wherein the mixture is prepared by uniformly mixing 70-90% of damming soil and 10-30% of argillaceous fine sand consolidation agent by weight; the argillaceous fine sand consolidation agent is prepared by 70-80% of argillaceous fine sand fine powder (12), 5-10% of mineral powder and 10-25% of cement by weight percentage.
5. The maintenance-free integrated silt dam according to claim 3,
the mixture is prepared by uniformly mixing 60-75% of damming soil, 20-25% of fly ash, 13-18% of slag, 5-8% of red mud and desulfurized gypsum according to a weight ratio of 8-15: 5-8%.
6. The non-management and protection integrated silt dam of claim 3, wherein the mixture is prepared by uniformly mixing 68-75% of damming soil, 33-35% of cementing material, 15-18% of modified cellulose and 0.5-1.2% of bitter soil powder in a weight ratio; wherein, the cementing material adopts cement and iron slag according to the proportion of 93-98%: 2 to 7% by weight; the modified cellulose adopts high-modulus polyethylene fiber which is mineralized in calcium phosphate mineralized liquid.
7. A mixing process of mixed materials adopted by an upstream slope protection layer (2), a downstream slope protection layer (3) and a mixed material layer (4) of the non-pipe-protected integrated silt dam according to any one of claims 1 to 6, which is characterized by comprising the following steps:
the method comprises the following steps: storing three materials of calcined argillaceous powder fine sand fine powder (12), mineral powder and cement in 3 vertical powder tanks (15) near an automatic metering system (7) respectively; the damming soil is stocked near an automatic metering system (7);
step two: respectively starting a powder tank screw conveyor (14) and an automatic metering system (7), respectively metering the weight of calcined argillaceous powder fine sand fine powder (12), mineral powder and cement according to the weight ratio of 70-80%, 5-10% and 10-25%, and feeding the three materials into a mixed material stirring system (13);
step three: the stirring system (13) uniformly mixes the calcined argillaceous powder fine sand powder (12), the mineral powder and the cement according to a specified time to form an argillaceous powder fine sand consolidation agent, and then the argillaceous powder fine sand consolidation agent is stockpiled near the metering system (7);
step four: respectively loading the stirred argillaceous fine sand consolidation agent and damming soil into a bin of an automatic metering system (7) by adopting a loader;
step five: starting an automatic metering system (7), metering the weight of the argillaceous powder fine sand consolidation agent and the dam building soil material according to the weight ratio of 10-30% and 70-90%, and feeding the two materials into a mixed material stirring system (13);
step six: the stirring system (13) uniformly mixes the argillaceous fine sand consolidation agent and the dam-building soil according to the set time to form a mixture of the upstream and downstream slope protection layers (3) and the mixed material layer (4), and then the mixture is transported to the dam by a dump truck to be unloaded, spread, added with water and rolled.
8. The mixing process of the mixture according to claim 7, wherein the grinding in the sixth step comprises: rolling with an auxiliary rolling device (20), the auxiliary rolling device (20) comprising:
the lower surface of the upper end of the first box body (201) is provided with a first groove body (202), the first groove body (202) is of a trapezoidal structure, and a first threaded hole is formed in the upper end, located on the first groove body (202), of the first box body (201);
a threaded rotating rod (203) which is in threaded connection with the first threaded through hole;
two second tanks (204) arranged at the left and right sides of the upper end of the first box body (201);
the first sliding rod (205) and the second sliding rod (206) are respectively connected in the second groove bodies (204) at the left side and the right side in a left-right sliding way;
the first mounting block (207) is fixedly connected to the upper end of the first sliding rod (205), a first sliding hole is formed in the right side of the first mounting block (207), and a first sliding block (208) is connected in the first sliding hole in a sliding mode;
the second mounting block (209) is fixedly connected to the upper end of the second sliding rod (206), the second mounting block (209) is fixedly connected with the first sliding block (208), and the second sliding block can be sleeved on the threaded rotating rod (203) in a vertically sliding mode;
the two first springs (210) are respectively sleeved on the first sliding rod (205) and the second sliding rod (206), the lower ends of the two first springs (210) are fixedly connected with the upper end of the first box body (201), and the upper ends of the two first springs (210) are respectively fixedly connected with the first mounting block (207) and the second mounting block (209);
the two first connecting hinged seats (211) are connected in a connecting sliding groove on the threaded rotating rod (203) in a sliding mode, and the connecting sliding groove is located in the trapezoidal groove;
two second connecting hinged supports (212) respectively connected to the first sliding rod (205) and the second sliding rod (206);
two first connecting rods (221) for connecting the first and second connecting anchors (211, 212) of the corresponding sides;
the vertical rotating rod (213) is rotatably connected to the upper end of the first box body (201) and is positioned on one side, away from the second sliding rod (206), of the first sliding rod (205), and a first driving motor for driving the vertical rotating rod (213) is arranged on the first box body (201);
the rotating block (214) is fixedly connected to the vertical rotating rod (213), a curve groove (215) is circumferentially arranged on the rotating block (214), and the curve groove (215) is obliquely arranged;
the first sliding groove (216) is formed in one side, close to the rotating block (214), of the first mounting block (207), guide rods (217) are connected into the first sliding groove (216) in a left-right sliding mode, and the guide rods (217) are connected into the curved groove (215) in a sliding mode;
the two grinding blocks (218) are respectively arranged at the lower ends of the first sliding rod (205) and the second sliding rod (206) and are positioned below the first box body (201);
the auxiliary cavity (219) is arranged at the lower end of the first box body (201) and is positioned between the first sliding rod (205) and the second sliding rod (206);
an auxiliary component (220) disposed within the auxiliary cavity (219), the auxiliary component (220) comprising: a first horizontal rotating shaft (2201) and a second horizontal rotating shaft (2202) which are vertically spaced are arranged along the front-back direction and are rotatably connected to the front side and the rear side of the auxiliary cavity (219); a first gear (2203) fixedly connected to the second horizontal rotating shaft (2202); the upper end of the pushing plate (2204) is fixedly connected to the second horizontal rotating shaft (2202), and through grooves for the pushing plate (2204) to swing left and right are formed in the lower end of the auxiliary cavity (219) and the first box body (201) below the lower end of the auxiliary cavity; the second driving motor (2205) is fixedly connected to the rear side wall or the front side wall of the second horizontal rotating shaft (2202), an output shaft of the second driving motor (2205) is fixedly connected with a disc body (2206), and a fourth sliding rod (2207) is fixedly connected to the disc body (2206); the second connecting rod (2208) is fixedly connected to the first horizontal rotating shaft (2201), a half gear (2209) is arranged at the lower end of the second connecting rod (2208), the half gear (2209) can be meshed with the first gear (2203), a second sliding groove (2210) which penetrates through the second connecting rod (2208) in the front-back direction is arranged at the upper part of the second connecting rod, and the fourth sliding rod is connected in the second sliding groove (2210) in a sliding mode.
9. A mixing process for a mix according to claim 7, further comprising: -screening raw material of the mix to be screened by means of a screening device (30), the screening device (30) comprising:
the device comprises a second box body (301) and a containing box (302), wherein the containing box (302) is arranged in the second box body (301), the lower end of the containing box (302) is an inclined plane (305) with a lower left part and a higher right part, the upper end of the containing box (302) is provided with a screening net (303), and a plurality of second springs (304) are fixedly connected between the lower end of the containing box (302) and the lower end of the second box body (301);
the third horizontal sliding chute (306) is arranged along the left-right direction, a first supporting block (307) is connected in the third horizontal sliding chute (306) in a sliding mode, a supporting ball (308) is fixedly connected to the upper end of the first supporting block (307), and the supporting ball (308) is in sliding contact with the inclined surface (305) at the lower end of the accommodating box (302);
one end of the third spring (309) is fixedly connected with the first supporting block (307), and the other end of the third spring is fixedly connected with the right side wall of the second box body (301);
the left end of the accommodating box (302) is connected in a third sliding groove in the right end of the second supporting block (310) in a sliding mode through a third sliding block;
the first fixed pulley (311) is fixedly connected to the left side of the second supporting block (310);
the first electric reel (312) is fixedly connected to the upper end of the second box body (301), and one end of a first pull rope (313) on the first electric reel (312) is fixedly connected with the first supporting block (307) after passing around the first fixed pulley;
the fourth springs (314) are fixedly connected to the periphery of the upper end of the containing box (302), a first pressing block (315) is arranged at the upper end of each fourth spring (314), and the first pressing block (315) is used for pressing the edge of the upper end of the sieving net (303);
the lower end of the auxiliary box (316) is opened, and the upper end of the auxiliary box is connected to the upper end of the second box body (301) through a connecting piece (335);
the two second pressing blocks (317) are connected to the left side and the right side of the lower end of the auxiliary box (316), and the distance between the second pressing blocks (317) is the same as that between the left adjacent pressing block and the right adjacent pressing block (315);
the third horizontal rotating shaft (318) is rotatably connected between at least one pair of second pressing blocks (317) on the left side and the right side, and a third driving motor for driving the third horizontal rotating shaft is arranged on each second pressing block (317);
a plurality of cams (319) fixedly connected to the third horizontal rotary shaft (318), the cams (319) being rotatably contactable with an upper end of the screening wire;
the feeding box (320) is fixedly connected to the front side of the second box body (301) and is positioned above the screening box;
the feeding box (320) is internally provided with a driving cavity (321), a rolling cavity (322) and a discharging cavity (323) which are communicated in sequence from a position far away from the second box body (301) to a position close to the second box body (301), the discharging cavity (323) is connected with one end of a discharging pipe, and the other end of the discharging pipe is connected to the upper end of the sieving net (303);
the rolling device comprises a first inclined pipeline (324), a second inclined pipeline (325) and a rolling box (327), wherein a third inclined pipeline (326) is arranged in the rolling box (327), the first inclined pipeline (324) and the second inclined pipeline (325) are respectively connected to the front side and the rear side in the third inclined pipeline (326) in a sliding mode, and a plurality of fifth springs (336) are arranged between the rolling box (327) and the rear side wall of a rolling cavity (322); roll chamber (322) upper and lower terminal symmetry and set up broken line face (328), broken line face (328) include: the front and rear parts of the parallel surface (3281) are parallel to the third inclined pipeline (326), an inclined surface (3282) is connected between the front and rear parallel surfaces (3281), and the inclined surface (3282) is high at the rear part and low at the front part;
the two sliding rods (329) penetrate through the upper end face and the lower end face of the grinding box (327) in a sliding mode, one end, located in the grinding box (327), of each sliding rod (329) is fixedly connected with a pressing plate (330), the other end of each sliding rod (329) is fixedly connected with a roller (331), and each roller (331) is connected to the corresponding inclined face (3282) in a sliding mode;
a second fixed pulley (332) connected to one side of the driving chamber (321) close to the rolling chamber (322);
and a second electric reel (333) connected in the driving cavity (321), wherein a second pull rope (334) is wound on the second electric reel (333), and the second pull rope (334) is wound around the second fixed pulley (332) and then fixedly connected with the grinding box (327).
10. A mixing process of the mixture according to claim 1, wherein the mixture of the upstream and downstream slope protection layers and the mixture layer formed in the sixth step is stored by a storage bin provided on the dump truck;
the process further comprises:
detecting the storage box through a detection device to obtain a detection result; the detection device includes: the material storage box is internally provided with N detection points, and each detection point is provided with a temperature sensor and a humidity sensor;
the storage box is also detachably provided with a density detection device for acquiring the density of the mixed material; the material storage box is provided with a first speed sensor and a vibration sensor, and the moving speed and the vibration frequency of the material storage box are respectively obtained;
the storage box is provided with a discharge opening, the discharge opening is provided with a second speed sensor and used for detecting the flow velocity of mixed materials during discharging, and the discharge box is also provided with an angle detection device and used for detecting the angle between the discharge opening and the blanking surface corresponding to the homogeneous earth dam body during discharging;
controller, first alarm, second alarm, the controller with temperature sensor, humidity transducer, density detection device, first speed sensor, vibration sensor, second speed sensor, angle detection device, first alarm, second alarm electricity are connected, the controller is based on temperature sensor, humidity transducer, density detection device, first speed sensor, vibration sensor, second speed sensor, angle detection device control first alarm, the work of second alarm include:
when the mixture is before unloading, calculating the uneven coefficient K of the mixture before unloading based on the temperature sensor, the humidity sensor, the density sensor, the first speed sensor, the vibration sensor and the formula (1), and when the uneven coefficient is larger than a preset value, controlling a first alarm to give an alarm by the controller to remind of secondary stirring;
Figure RE-FDA0003030827880000071
wherein N is the number of the detection points; piThe average value of the detection value of the temperature sensor at the ith detection point is obtained when the mixed material is discharged after being mixed; p0Is a preset target temperature; siThe average value of the detection value of the humidity sensor at the ith detection point is obtained after the mixture is mixed and discharged; s0Is a preset target humidity; beta is an internal friction angle preset for the mixture; e is a natural constant, and the value is 2.72; lambda is the preset permeability coefficient of the mixture; zeta is the friction coefficient between the mixture and the storage box; a is the average value of the detection values of the vibration sensor when the mixture is mixed and discharged, rho is the detection value of the density detection device, M is the elastic modulus of the mixture, and cos isCosine; ln is a natural logarithm; v1Is a first speed sensor detection value, V0The flow rate of the discharge opening is preset;
when the first alarm does not give an alarm, unloading is started, an unloading reliability coefficient Z is calculated based on the current angle detection device, the detection value of the second speed sensor and a formula (2), and when the unloading reliability coefficient is smaller than a preset value, the controller controls the second alarm to give an alarm;
Figure RE-FDA0003030827880000072
wherein R is the flatness coefficient of the blanking surface; a is the detection value of the angle detection device; psi is a transportation stability coefficient for the dump truck; chi is the adhesion coefficient of the mixture, lg is the logarithm with 10 as the base, and e is a natural constant and takes the value of 2.72; g is the acceleration of gravity; pmaxWhen the unloading is started, the maximum detection values of the temperature sensors at all the detection points are obtained; pminWhen the unloading is started, the maximum detection values of the temperature sensors at all the detection points are obtained; smaxWhen the unloading is started, the maximum detection values of the humidity sensors at all the detection points are detected; sminWhen the unloading is started, the maximum detection values of the humidity sensors at all the detection points are detected; l is1Is detected as a value of PmaxAnd PminDistance between temperature sensors; l is2Is detected as a value SmaxAnd SminDistance between the humidity sensors; h is the height from the center of the discharge opening to the blanking surface when discharging; zeta is the friction coefficient between the mixture and the storage box; v is the second speed sensor detection value.
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