2022 Vol. 50 No. 6
Rock control methods around coal mine roadways can be divided into support and reinforcement methods and destressing methods,and the destressing is an effective way for rock control around the roadways with high in-situ stress and intensive mining induced stress. At present,the destressing technical system for rocks around roadways has been formed,which includes roadway layout,rock destressing in near field and in far field. The classification,mechanism,affecting factors and applicable conditions of various roadway destressing methods are introduced in this paper. The essence of roadway layout is to arrange the roadways in stress decreasing areas,such as under or over gob,along the edge of gob,or in gob,which is the first choice and effective destressing method. The rock destressing around roadways in near field mainly contains slotting,drilling,blasting and driving destressing roadways,and its destressing mechanism is to form some deformation space in shallow rock surrounding roadways,reduce rock displacement toward roadways,and transfer the high stress in shallow rock to deep rock. The rock destressing in far field mainly includes blasting with deep boreholes and hydraulic fracturing,which reduces the coal mining activity affect to roadway stability by means of cutting or worsening roof layers above roadways. In recent years,hydraulic fracturing has been widely applied,and become an effective approach for hard rock worsening above coal face and rock destressing around roadways subjected to intensive mining induced stress. In case study,the applications of regional and local hydraulic fracturing technology are introduced,including geological and production conditions,hydraulic fracturing design and destressing effects. Finally,the existing issues associated with roadway destressing methods are analyzed,the technical development prospects in future are put forward.
High-water content materials were widely used in gob-side entry retaining(GER) in thin and medium-thick coal seams under different conditions and some thick coal seams with good conditions, forming a rich practice of surrounding rock control for GER. Based on the theoretical analysis and field practice of GER filled with high-water content materials, with stress control and surrounding rock strengthening as the main lines, the effects of filling and surrounding rock on roadway excavation, advance mining of the working face, adjustment and stability of the surrounding rock and surrounding rock were analyzed. . The stress and deformation characteristics of the four stages were reused in the adjacent working face, and the movement characteristics of the overlying rock roof with “secondary breaking of the basic roof” were proposed. Taking the gob-side entry retaining at the 15102 working face of Qinglong Tongchang Coal Mine as the background, the distribution characteristics of surrounding rock stress and plastic zone in the process of roadway retention were studied by numerical simulations, and it was revealed that the rotation subsidence of overburden main roof of the retained entry was the main source of external force on retained entry combined with numerical simulation. On this basis, the key areas of surrounding rock control of the retained entry were put forward. According to the strong plastic deformation characteristics of the consolidated body of high-water content materials, strengthening mechanism of the surrounding rock by time periods and zones for the retained entry was put forward, reasonable supporting resistance calculation formula of high water material filling body, roof separation calculation formula of roadway retention and supporting strength calculation formula of solid coal seam were determined, and the key parameters calculation of the surrounding rock control for the retained entry filled with high-water content materials was given. The key parameters include the backfill support resistance (backfill width and strength), the strength of the roof support (support in the roadway and temporary support), and support strength of solid coal rib. This paper also introduced two application examples of surrounding rock control of GER filled with high-water content materials in the No.15 coal seam of Tongchang Coal Mine and in the No.9 coal seam in Zhaozhuang Coal Mine of Gaoping City, Shanxi Province. The control effect of surrounding rock deformation of retained entry was good. Finally, the future development of surrounding rock control technology of GER filled with high-water content materials was proposed.
The mining of coal resources is constantly advancing to the depths,and the problems of complex geological conditions are becoming increasingly prominent. Deep rock engineering activities such as deep resource mining and underground space excavation are increasing rapidly, and the development of these engineering activities is closely related to the stability of roadway. This paper focuses on summarizing the relevant achievements in the field of coal mine roadway enclosure control under complex conditions,combining the main complex conditions faced by the current roadway surrounding rock control,and dividing the engineering geological conditions and mining technical conditions into two types of complex roadway conditions. The deformation and failure characteristics of the surrounding rock of the roadway under various complex conditions are clarified,and it is pointed out that the surrounding rock stress,surrounding rock properties and supporting structure are the three basic objects of the surrounding rock control of the roadway. Three forms of instability,namely,deterioration of the stress environment of the surrounding rock,deterioration of the nature of the surrounding rock and weakening of the performance of the support body,are clearly identified. On this basis,the instability mechanisms of mining roadway under different geological environments and spatial-temporal relationship of mining are revealed. The basic mechanism of surrounding rock control in difficult roadways at this stage is analyzed:improving the surrounding rock stress environment,improving the surrounding rock properties and strengthening the surrounding rock bearing structure. The current status quo of the stage theoretical research and technology application of the surrounding rock control technology based on pressure relief,modification,support and synergistic control in different complex conditions of the roadway was also detailed. At the same time,the typical engineering cases of seepage stability and surrounding rock control in muddy mining roadway were analyzed,revealing the mechanism of surrounding rock instability in such complex and difficult conditions of roadway,and proposing a high-strength integrated repair and control technology system with the synergy of various methods such as water drainage and pressure relief,mud rock replacement,graded grouting,high-strength sealing support structure and bottom plate structure. Finally,based on the above four aspects of research,combined with engineering practice,the future development trend of roadway enclosure control technology under complex conditions is prospected.
The excavation of a deep hard rock roadway or tunnel is easy to induce a spalling roughly parallel to the excavation surface of surrounding rock,which seriously affects the stability and safety of deep engineering. The formation of spalling are related to the lithology and stress environment of deep rock before excavation and the stress paths experienced by surrounding rock during roadway excavation. Laboratory test is an important method to study the spalling of deep surrounding rock,and the key to obtaining the spalling characteristics and scientifically revealing the formation mechanism of spalling is to perform laboratory test research according to the stress conditions and stress paths during excavation of deep hard rock roadways. The development of test equipment and the progress in spalling laboratory research were mainly introduced from three aspects according to the varied sample types used in the laboratory test on spalling:solid cuboid sample spalling test,sample with a prefabricated hole spalling test and “loading first and then interanal holing” spalling test. The problems existing in the laboratory similation tests on spalling were summarized,and the prospects of laboratory research into spalling were put forward:①Developing the 3D printing materials comparable to rocks for the large-scale roadway excavation model test of deep rock mass;②Developing a large-scale and high-toning true triaxial test system that can truly simulate the stress conditions and stress paths of surrounding rock,so as to simulate the roadway excavation process in a three-dimensional stress environment;③Developing the monitoring technology and software that can display the real-time deformation,fracture and stress state of surrounding rock. On this basis,to carry out the laboratory simulation test on roadway spalling combined with numerical simulation,summarize the characteristics and evolution law of spalling,obtain the specific quantitative indexes of spalling,establish a spalling criterion with key indexes,and reveal the formation mechanism of spalling in deep surrounding rock.
The effect of bolt support determines the quality and efficiency of roadway support. In actual production,there has always been the problem of failure of the support caused by the collapse of the bolt,which has brought potential safety hazards to coal mine production. At present,bolt (cable) dynamometers and surface-mounted sensor are mainly used for bolt monitoring in China,but the dynamometers cannot monitor and analyze the service status of the bolts. Although surface-mounted sensors can measure the stress of the rods,its industrial application effect is poor. In this paper,a mine-used fiber Bragg grating bolt sensor technology was proposed to monitor the stress of the bolt body. The sensor takes the advantages of the small size and tensile strength of the grating,connects several Bragg gratings in chains and embeds them in the bolt so as to realize the analysis of the stress change law of the bolt body and the prediction and early warning function of the fracture of the bolt body. The system is tested by industrial experiment. 32 groups of anchor sensors are installed at a position of 200 meters in front of the working face,with a total of 160 data acquisition points. The self-developed 32 channel demodulation equipment is used to collect and store the grating data,and the data is analyzed and verified combined with the advancing speed of the working face. The results show that the influence range of the working face mining on the force of the bolt body is about 60 m,and the influence is weak when it is beyond 60 m,but after entering 50 m,the stress change of the bolt body increases significantly,and the deformation occurs at the two sides of the channel;The change of the bolt body in the inner side is more obvious than that in the outer side on the same section. The local stress change of the outer side rod body is about 30 kN,and the local stress change of the inner side rod body can reach 150 kN. The stress of a single bolt body presents a nonlinear change state,and the maximum position of the bolt stress changes with the advancement of the working face. The stress is mainly concentrated in the position where the bolt is close to the tray and buried deep in the roadway;The deformation of the anchor rod body receives the dual effects of axial tension and radial shear force;According to the analysis of single day stress of bolt,it is concluded that the rod body is not in the process of constant deformation,and the rod body enters a stable state after completing one deformation.until the next pressure or disturbance.
The intense mine pressure in the deep mine face makes it difficult to keep the gob-side entry stable. The use of gangue to fill the gob can effectively limit the large-scale breaking and movement of the overlying rock in deep stope,relieve the severe mine pressure in the deep mine face,and lay the foundation for the gob-side entry retention in the deep mine face. Through the field measurement and theoretical calculation,the movement characteristics of the overlying rock in the gangue-filled working face of the deep mine were discussed,and the bearing structure and stability of the surrounding rock of the gob-side entry retaining were discussed. According to the actual situation of the No.2305S-2 working face of Xinjulong Coal Mine,the roadside support structure was designed mainly by “gangue wall + concrete-filled steel tubular column”. It is proposed that “advanced support,strong surface protection,and deep anchoring” for the road retaining roof,“reasonable width,lateral restraint,and cooperative bearing” for the roadside support structure,“stress relief,impact resistance,and film control” for the solid coal rib,and the gob-side entry retaining surrounding rock control principle of “high stress deep transfer” of the road floor and the gob-side entry retaining surrounding rock control principle of “fixing the roof first → protecting the side → controlling the floor later”. The gob-side entry retaining surrounding rock control technology of “bolt + W steel belt” advance support and “long anchor cable + grouting anchor cable” permanent support was formed. The gob-side entry retention of No.2305S-2 deep well gangue filling working face in Xinjulong Coal Mine was successfully realized. The actual measurement of the surrounding rock of the gob-side roadway found that the deformation of the gangue wall of the roadway was uneven,the bearing capacity increased slowly,the concrete-filled steel tubular column was drilled to the bottom,and the roof anchor cable was easily broken. It is necessary to further strengthen the lateral restraint of the gangue wall and improve the bearing capacity of the gangue wall. A large plate is installed at the bottom of the CFST column to control the bottom drilling amount of the column and the roof anchor cable of the gob-side entry retention is required to have a certain elongation rate,so as to realize the coordinated deformation and bearing of the long anchor cable and the roof surrounding rock.
Aiming at the serious damage of surrounding rock of mining roadway in extra-thick coal seam,the morphological characteristics of mining roadway plastic zone and their evolution law under the action of mining stress was studied by way of theoretical analysis and numerical simulation,taking haulage roadway of No.21141 working face in Qianqiu Coal Mine which locates at Yima Coal Field as the engineering background. The results showed that ①The shape characteristics of plastic zone were related to the bidirectional load ratio. Under different stress conditions,there are three different forms of plastic zone of circular roadway:round,oval and butterfly.②Under the influence of working face mining,the magnitude and direction of the principal stress field in the mining roadway of extra-thick coal seam will change. With the increase of the distance to the working face,the maximum principal stress increases sharply first and then decreases gradually along the axial direction of the mining roadway,and reaches its peak at 15 m away from the working face. The Angle between the maximum principal stress and x-axis increases gradually and approaches the vertical direction. The minimum principal stress reached the maximum at about 25 m away from the working face and then decreased slowly. ③Under the action of mining stress,the plastic zone morphological characteristics of mining roadway in front of working face will change. With the decrease of the distance to the working face,the plastic zone at the shoulder corner of the mining roadway expands to the depth,and its shape gradually evolves from irregular to butterfly shape. Moreover,the direction of butterfly blade in the plastic zone would be deflected with the maximum principal stress. The research results can provide a theoretical basis for the design of mining scheme of extra-thick coal seam and the determination of supporting parameters of mining roadway.〖JP〗
Fossil fuels with coal as the main body currently account for more than 80% of the energy consumptionin China. The carbon dioxide capture and storage (CCS) is the key to reduce carbondioxide (CO2) emission at large scale, thus help us reaching the “carbon peaking” and realizing the goal of “carbon neutrality” in the whole world. The progress of CCS projects of countries across the globe are compared. There are 164 CCS projects around the world (distributed in 28 countries), and 56 on-going CCS projects (distributed in 15 countries). The United States, China and Britain are the top three countries on sum of CCS projects, and for on-going projects, the United States, China and Canada are top three countries. The technical principle of CO2 used in the development of petroleum, brine, natural gas, combustible ice and other geological resources and simultaneously realizing different degrees of geological storage is introduced CO2 flooding technology is less carbon-intensive than traditional production methods, and at the same time can use crude oil goafs to achieve CO2 storage.The theoretical storage capacity for CO2 in deep saline aquifer is adequate to keep the atmospheric CO2 concentration around 450 ppm, saline and mineral elements could be potentially benefit to offset the cost for CO2 storage to some extent. While CO2 is applied to displace methane and other gases, the formation characteristics, injection pressure and temperature determine the production efficiency, and the tightness of the natural gas storage formation helps reduce the diffusion and loss of CO2 in the vertical direction. Furthermore, technologies for CO2 geological storage with synergistic high-salinity water treatment, CO2 for hot-dry-rock driven power generation and underground coal gasification are discussed. CO2 storage with synergistic high-salinity water treatment could realize simultaneous cut of emission for both, and high hardness in the water could accelerate carbonation of CO2. CO2 is also used as a gasification agent, which can adjust the composition of syngas, but the gasification process is difficult to control, and the formation space generated by coal gasification can be used for CO2 storage. The use of CO2 in the development of hot dry rock can save water and reduce pipeline scaling, but the high loss rate of CO2 may lead to unsatisfactory sequestration effects.Finally, the problems of lack of complete equipment development, lack of understanding of technical principles, high technology costs, and lack of laws and regulations faced by CCS are summarized, and its application potential is prospected.
Carbon source emitted by coal-fired flue gas is considered to be one of the main factors for the rapid rise of global CO2 concentration. In order to deal with the climate and environmental problems caused by the massive emission of CO2-based greenhouse gases, countries all over the world have raised low-carbon development as a national strategy. High-temperature CO2 adsorbent capture technology has always been the focus of research in the field of carbon emission reduction and it is also one of the most direct and effective ways to achieve the "dual carbon" goal. CaO-and Li4SiO4-based solid adsorbents are currently the two most common and promising high-temperature CO2 adsorbents. The granulation of sorbent powder is a necessary prerequisite for its industrial circulating fluidization. This paper mainly analyzed and summarized the granulation and molding technology of CaO- and Li4SiO4-based sorbents. The CaO-and Li4SiO4-based adsorbents were classified, summarized and discussed mainly by granulation methods, and the differences in chemical adsorption performance and mechanical strength of sorbent particles were discussed and analyzed. It is concluded through the analysis that the CaO adsorbent particles prepared by mechanical molding usually have higher mechanical strength, but have a certain damage to the original structure of the sorbent and leads to the densification of microstructures, thus affecting the chemical adsorption performance. The chemical adsorption performance of the adsorbent particles prepared by injection molding is better, but its mechanical strength needs to be enhanced because there is no mechanical extrusion process. For Li4SiO4-based high-temperature adsorbents, indirect molding method exhibits more advantages and application prospects because it can avoid the crushing of adsorbent particles caused by the direct granulation process. This paper also discussed the future ideas of granulation and molding of CaO-based and Li4SiO4-based adsorbents, in order to provide assistance for the development and industrial application of high-temperature CO2 sorbent.
Microalgae CO2 emission reduction technology is an international frontier research hotspot and high-tech competition focus on the field of greenhouse gas control, and is of great significance to the development of low-carbon economy, energy conservation and emission reduction in China.In order to promote the popularization and application of microalgae fixing flue gas CO2 technology in the whole country, an interaction functional model of meteorological factors such as light intensity, average temperature and sunshine duration on the CO2 fixation ability from coal-fired power plant by microalgae was simulated, based on the experimental data of CO2 fixation rate at Ordos Spirulina Cultivation Base, Inner Mongolia. By means of geospatial display, global spatial autocorrelation, and local spatial autocorrelation, the temporal and spatial differentiation characteristics and influencing factors of microalgae's potential to fix CO2 in flue gas in 361 administrative division research units across the country were explored and analyzed. The results showed that:① In the aspect of influencing factors of CO2 fixation rate by microalgae, the effect of light intensity on the CO2 fixation rate by microalgae is the highest,followed by the average temperature and the weakest sunshine duration.② From the perspective of temporal and spatial variation, the CO2 fixation ability from coal-fired power plant by microalgae in different administrative divisions in China presents the characteristics of “great potential in summer and autumn but small potential in winter and spring”. ③ From the perspective of spatial differentiation law and agglomeration characteristics, the CO2 potential of microalgae to fix flue gas in different time periods in different regions presents a spatial pattern of differential distribution, and shows different trends in different regions; In terms of spatial agglomeration characteristics, the CO2 fixation ability from coal-fired power plant by microalgae presents the characteristics of “high-high agglomeration” and “low-low agglomeration”. In this paper, the temporal and spatial pattern and influencing factors of CO2 fixation potential by microalgae in China were comprehensively analyzed, which has guiding significance for the widespread promotion of this technology in China.
With the progress of social and industrial modernization, the emission of carbon dioxide (CO2) and other greenhouse gases is increasing, resulting in serious greenhouse effect and frequent natural disasters. In order to reduce carbon emissions, it is imperative to develop carbon capture, utilization and storage technology (CCUS). At present, the commonly CO2 capture methods and transformation methods include chemical absorption method, adsorption separation method, membrane separation method, and CO2 catalytic reaction, etc. Among them, the development of efficient and stable adsorption and catalytic materials is the key to the optimization of various capture technologies. In this paper, the application of metal-organic frameworks (MOFs) in CO2 capture and conversion is reviewed in detail, the latest progress of current research is analyzed, and the problems and solutions in the application process are revealed. Compared with single metal MOFs, bimetallic MOFs have better metal defect sites and L acid content, showing good advantages in CO2 adsorption separation and catalytic reaction. The functional modification method can be modified according to the needs of different CO2 capture technologies, and has a high success rate, especially the post-functionalization method, which is widely used in CO2 capture due to its simple modification method and good structure maintenance. Pre-functionalization is the most ideal modification method for MOFs, especially ligand functionalization, which can essentially change the affinity of MOFs to CO2. However, the maintenance of MOFs structure is a major difficulty in current research. The preparation of MOFs nanofluid absorbent can effectively increase the heat and mass transfer inside the absorbent, improve the agglomeration of traditional nanoparticles, facilitate the formation of stable suspension, and increase the amount of CO2 absorption. But the viscosity control of absorbent is the barrier of current research. In addition, as a filling material in membrane separation method, MOFs can effectively improve the selectivity of membrane due to its good compatibility and abundant surface functional groups. At the same time, the high CO2 adsorption of MOFs can improve the CO2 capacity of the membrane, but the mechanical properties and cyclic stability of MOFs membrane need to be further optimized. Although there are many studies on CO2 capture technology by MOFs, the literature on CO2 capture system and economic analysis is limited. Starting from the preparation cost, CO2 capture cost and regeneration cost of MOFs, this study attempts to reveal the relationship between the chemical properties of MOFs and the process economy of CO2 capture.
Hydrogen energy,as a secondary energy source with zero pollution and high calorific value,has always been a very important subject for efficient production and utilization. At present,the hydrogen production mainly relies on theconversion of fossil fuels,especially from coalcoking and gasification processes. However,the toxic gases are typically generated during the coal coking productionprocess,such as methane and carbon monoxide.The gasification process can also produce large amounts of carbon dioxide. Besides,the hydrogen purity is insufficient for abovetwo conventional methods,which are also harmful for the environment. Therefore,it is very important to finda new method with low carbon emission,high hydrogen production and environmental protection.The proton exchange membrane water electrolyzer(PEMWE),as one of the most promising ways to produce hydrogen by electrolysis of water,it possess a wide range of rapid dynamic response ability. Therefore,PEMWE has a promising application in the dynamic balance of new energy consumption and power grid with high proportion of new energy. However,thequick start/stop,overload,and dramatically variable loadhave serious impacts on the key material and heat/mass transportation process,which are unfavorable for PEMWE performance and life time.It retards the further commercialization of PEMWE technology. Therefore,it needs analysis the attenuation and failure mechanisms of PEMWE system,which can provide important guidance for the development of high-performance,long-life PEM hydrogen production units working on the fluctuating operating conditions.The study mainly discussesthe traditional coal hydrogen production technology and its disadvantages. Continually,the basic principle and characteristics of PEMWE technology is introduced including present development and degradation mechanism for catalytic layer,proton exchange membrane,and polar plate. The corresponding coping strategiesare finally analyzed.
The kinetic study of CO2 adsorption by Li4SiO4 generally takes powder samples as the object, ignoring the basic requirements of the fluidized bed reactor for the adsorption particle size, which greatly weakens its reference value. To this end, Li4SiO4 particles were formed by adding PE, C6H12O6, NH4HCO3 pore-forming agents based on extrusion spheronization, and P particles, C particles and N particles were obtained respectively. Then, the basic characteristics of the three particles were studied by thermogravimetric analysis, compressive strength test and pore structure test. Furthermore, the CO2 adsorption reaction process test and kinetic analysis were carried out based on the P particle with the best adsorption performance. The results show that P particles have the lowest compressive strength and the best adsorption performance, while the performance of N particles is opposite to that of P particles. Pore structure testing found that P particles had the best specific surface area and pore structure, C particles second, and N particles the worst, thus causing the difference in performance. The study on the kinetics of CO2 adsorption of P particles by the grain model and Jander model found that the reaction rate constant increases with the increase of temperature, the increase of CO2 concentration and the decrease of particle size. and the activation energy of P particle adsorption process of CO2 in the kinetic control stage and pre-exponential factors are 41.61 kJ/mol and 4.20 m 0.133·mol-0.289·s-1, respectively, while they are 114.81 kJ/mol and 131.92 s-1 in the diffusion-controlled phase, respectively.
CO2 emissions are the main cause of global climate change and reducing CO2 emissions is being a global consensus. Porous materials,which with higher CO2 adsorption capacity,higher capture efficiency and lower regeneration energy consumption,are considered an effective method to replace the liquid ammonia method for CO2 capture. It is the key to develop porous materials with the chemically stable,high CO2 adsorption capacity and low-cost in the application of porous materials. Aluminum fumarate (AlFu) adsorbent has shown a great application potential in gas separation owing to high specific-surface area and gas adsorption capacity. In present work,in order to simplify the synthesis steps of aluminium fumarate,disodium fumarate as the linker and aluminium nitrate as the metal source were used to synthesis microsphere-like Al-Fumarate MOF (mAlFu) at room temperature CO2 adsorption. The as-synthesized material was characterized by the Scan Electron Microscopy (SEM),X-ray diffraction (XRD),Fourier transform infrared spectroscopy (FT-IR),all the results showed that the synthesized product was mAlFu adsorbent. Thermo gravimetric analysis (TGA) showed that the decomposition temperature of the mAlFu sorbents was 400 ℃,which had high thermal stability. The pore size analysis showed that mAlFu adsorbent had abundant pores. At the same time,the CO2 adsorption performance of mAlFu was investigated,the CO2 uptake of mAlFu was 2.21 mmol/g at 303 K,0.1 MPa. The constructed conformation of mAlFu was used to compute the CO2 adsorption of mAlFu based on the Monte Carlo (GCMC) method. By comparing the experimental and calculated values,the results show that the method of calculating parameters could be used to predict the gas adsorption of mAlFu. Meanwhile,the CO2 selectivity of mAlFu adsorbent was obtained in flue gas,which value was 14. The CO2 cylic regeneration performance of mAlFu had showed the CO2 adsorption capacity remained stable,indicating the sorbents had great potential for CO2 capture.
Chemical looping combustion technology is one of the most promising CO2 capture technologies at present, and oxygen carrier is a key component of this technology. Iron-based oxygen carriers are considered to have the most potential for industrial application due to their wide source, low price and environmental friendliness. The short lifetime and the weak oxygen transport capacity of oxygen carriers hinder the commercial operation of chemical looping combustion technology. In this paper, Fe-Al composite oxygen carriers with calcination temperature of 1 300 ℃, 1 400 ℃ and 1 500 ℃ were prepared by mechanical mixing method, and several groups of fluidized bed wear tests were carried out in cold, hot and reactive states, respectively, and the calcination temperature was analyzed. The effects of oxidation and reduction reactions on the wear and oxygen release capacity of the oxygen carrier were studied respectively, and the effects of mechanical collision, temperature and chemical reaction on the wear of the oxygen carrier were clarified. The research results show that the oxygen carriers calcined at 1 400 ℃ exhibits the best balance between wear resistance and cycle stability, based on the analysis of element distribution, crystal phase separation and micromorphological evolution on the surface of the oxygen carriers before and after the reactions, and it was found that the increase in the pore volume of oxygen carriers caused by the reduction reaction in the chemical reactions plays an important role in its wear and fragmentation. This work has a certain guiding effect on the development and design of long-life composite oxygen carriers.
After the industrial waste gas is treated by desulfurization and ammonia injection, the main component of the gas is N2/CO2. Based on the idea of reducing energy consumption and using shale reservoirs to effectively sequester CO2, the study on the effect of N2/CO2 gas injection on the mechanical properties of shale was carried out. Taking the black outcrop shale of the Longmaxi Formation in Sichuan Province as the experimental research object, under the condition of constant temperature and pressure, the N2/CO2 mixture gas injection test with different concentrations and ratios was carried out. The uniaxial compression test and the Brazilian splitting test were used to analyze the N2/CO2 effect of CO2 concentration in CO2 mixture on mechanical properties of shale. The research results show that: after the shale specimen is soaked in the N2/CO2 binary gas mixture, with the increase of CO2 concentration and phase change in the gas mixture, the pore growth rate of the specimen shows a trend of first increasing and then decreasing, and the pore growth rate is 34.91%-110.6%; the strength and Poisson's ratio of shale specimens decreased first and then increased, and the elastic modulus increased first and then decreased, the loss rate of uniaxial compressive strength was 37.5%-69.1%, the loss rate of tensile strength was 35.3%-85.4%, the elastic modulus increased by 37.5%-54.7%, and the Poisson's ratio loss rate was 11.8%~20.6%; the change of CO2 concentration and phase state in the mixed gas has a great influence on the damage intensity of shale and the damage factor increases first and then decreases. The shale shows obvious brittle failure characteristics, and the main failure mode is splitting failure. Preliminary analysis shows that the pore structure of shale changes under the action of mixed gas. When CO2 is in gaseous state, shale adsorbs CO2, and the pores generate van der Waals force, which expands the shale matrix, expands natural pores and fissures, increases the increase in pore size, and reduces the strength; when CO2 is in a supercritical state, the solubility of SC-CO2 in shale organic minerals in the mixed gas decreases with the increase of SC-CO2 concentration, the increase of pore size decreases, and the rate of strength decay decreases. When the SC-CO2 concentration in the mixed gas is 11.33 mol/L, the ability to dissolve organic matter is the strongest, the shale has the highest porosity, the highest brittleness, and the most obvious deterioration effect of mechanical properties.
When the working face of the coal mine encounters a fault zone with complex original rock stress environment affected by mining activation during the mining process, in order to solve a series of problems such as difficulties in roof and coal wall support, low mining efficiency of broken surrounding rock, high mining cost and poor safety when stopping mining and stopping face reinforcement, the UDEC numerical simulation method was used to establish a working face fault activation model.The stress distribution characteristics of the original rock in the fault structural belt, the activation process of the fault during the mining process of the working face, and the development and evolution law of the rock mass fracture during the mining process were analyzed and it was determined that the reasonable and effective distances of the two-stage pre-grouting of static and dynamic pressure were 300-400 m and 30-50 m ahead of the working face.Through the grading and progressive arrangement of parallel and fan-shaped grouting holes in the fault structure zone, the calculation and selection of high-pressure grouting equipment and pump efficiency check, and the design and strength check of “two blocks, one injection+exhaust pipe” high pressure (15-20 MPa) positioning sealing method,the combined hydrostatic and dynamic pressure multi-step coupling pre-grouting key fault zone reinforcement technology including curtain grouting (0-10 m hole), shallow hole grouting (10-30 m hole), medium and deep hole grouting (30-80 m hole) and reserved deep hole grouting (80-130 m hole) was formed.The long-distance high-pressure grouting with grouting pressure of 5-15 MPa, grouting flow of 0~6 m3/h and grouting range 0~150 m has been realized, and the goal of 30~400 m pre grouting in advance working face to strengthen the coal and rock mass in the fault fracture zone has been achieved. The technology has been successfully applied in HuainanMining Area. When the working face passes through the fault,there is no rib spalling and roof fall, the working condition of the support is stable, and the supporting condition of the gateway is good during working face passing fault. The advancing degree of the working face is about 6 m/d, and the efficiency is increased by 1-2 times, realizing the continuous and efficient recovery of the working face across the fault without breaking the face.
Stress concentration and large deformation of the surrounding rock are often encountered in the deep roadway passing through the fault fracture zone, which is a major safety hazard for excavation and support. In order to improve the deformation resistance and strength of surrounding rock and reduce the anchoring support pressure of the roadway, taking the large fault of the roadway in the Huaibei mining area as an example, the main reasons for the large mining pressure, the poor surrounding rock stability and the difficulty of supporting in the process of excavation and support were analyzed. After using the ground directional holes to advance pre-grouting to modify the surrounding rock of the roadway, the roadway was successfully excavated and passed through the fault fracture zone. The key technical system of directional hole shielding roadway crossing faults based on the key technology of drilling construction and the key technology of high pressure pre-grouting was summarized and proposed. The fault fracture zone was grouted accurately, and the grouting reinforcement effect was evaluated from the aspects of water pressure test, lithology exploration, grouting amount, grouting diffusion distance, geophysical verification and tunneling support effect analysis. The application results show that surface directional drilling method has remarkable advantages on exploring rock lithology with long distance and pre-grouting with high pressure. The method improves the strength of the soft and weak surrounding rock and decreases rock deformation, The maximum floor heave of roadway decreased by more than 62.6%. It provides safety guarantee for roadway support. Thus, we believe that the method has generalizable value.
In order to realize the safe and efficient retraction of large-scale equipment in the 8.2 m super-high mining height working face in Yushen Mining Area, taking the retraction roadway of the No.12-2108 working face of Jinjitan Coal Mine as the engineering background, the methods of theoretical calculation, numerical simulation, and on-site mining pressure measurement were used to study the law of the basic top period of the working face during the last mining phase and the roof fracture position, it is concluded that the basic top period of the step distance is about 19.3 m in the final mining stage. The working pressure is severely affected by the dynamic pressure when the face advances 7.9 m from the main retraction roadway and the pressure is terminated at 2 m before roadway the drive-through. The isobaric technology of stopping mining is used to prove that the working face and the retraction roadway are connected without equal pressure. At the same time, it is determined that the location of the first cycle to pressure fracture is located at about 4.8 m in the coal pillar in the middle of the main and auxiliary retraction roadways, and the working face finally achieved drive-through without pressure. Based on the above mining pressure analysis and coal seam occurrence conditions, the retraction roadway innovatively proposes a new design method of using constant resistance large deformation anchor cable + steel strip cross link to support the overall stress zones of the A, B, and C. The actual measurement application shows: The anchor cable elongation in area C is greater than that in areas B and A. The closer the side of the working surface is, the greater the anchor cable subsidence is. The maximum extension of the constant resistance anchor cable located in the middle of the retraction roadway (C area) near the mining side reaches 180mm. After the stacking support is withdrawn, one side of the large-section roadway becomes a cantilever beam. At this time, the constant resistance and large deformation anchor cable is completely stressed, and the roof of the retraction roadway is inclined to the gob as a whole, which proves the constant resistance during the withdrawal of the support. The anchor cable can maintain the temporary stability of the roof, which ensures that the roof does not fall out, the bottom plate, corners and corners are basically not deformed, and the surrounding rock control effect of the retraction channel is very good. The 8.2m fully mechanized mining support completed the overall withdrawal of the equipment in 12 days, realizing the safe and efficient retraction of the fully mechanized mining equipment with super large mining height, and providing a reliable reference for similar mines.
In view of the problem of overburden movement and surrounding rock stress in complex thick coal working face under the key layer structure, the RFPA-strata numerical simulation method was used to study the fracture characteristics of key layers with different mining thickness and the response characteristics of support stress before and after the failure of different key layers under the multi-key layer structure. The results show that:① when the mining height is less than 2.5 m, only the lower key layer is broken and a stable masonry beam structure can be formed. At this time, the lower key layer can bear the weight of itself and the weight of the rock layer above and below the middle key layer.. The coal body only needs to bear the weight of the soft rock under the lower key layer and the additional load. The bearing capacity of the coal body is good, and the peak value of the advanced bearing stress increases gradually with the increase of mining height. ② [JP+2]When the mining height is greater than 3 m, the middle and lower key layers are broken, and the masonry beam[JP][LM]structure is formed after the middle key layer is broken. At this time, the middle key layer can bear the weight of itself and the soft rock above and below the high key layer; after the low key layer is broken, the broken rock block fails to articulate with the front incomplete broken rock layer, and the low key layer is a cantilever structure. At this time, the coal body needs to bear the weight and additional load of the rock layer above the coal seam to the middle key layer. A large number of shear failures occurs in the coal-rock mass in the front section, which leads to the reduction of the bearing capacity of the coal-rock mass, and the peak value of the advanced bearing stress gradually decreases with the increase of the mining height. ③ The movement of the key layer affects the distribution characteristics of the supporting stress. After the key layer is completely broken, the subsidence displacement of the lower key layer decreases. The peak value of the advanced bearing stress and the distance from the coal wall decrease with the break of the key layer. ④ When the mining height is greater than 3 m, the fracture of the low key layer mainly affects the distance between the peak point of the advanced bearing stress and the coal wall, and the peak value changes little; the fracture of the middle key layer mainly affects the peak value of the bearing stress, and the distance between the peak point and the coal wall changes are small.
随着我国矿产资源需求的持续攀升和绿色矿山建设的提速,膏体充填技术展现出广阔的应用前景。然而,关于膏体充填材料在不同含水状态下力学行为的研究较少。为研究不同含水率对低水泥含量膏体充填材料单轴压缩力学行为的影响,以全尾砂、水泥和水为材料制备了3%和5%两种水泥含量的充填体试件(水泥含量3%、5%为水泥质量占尾砂质量的百分比),使用RPH-80型可控式恒温恒湿试验箱将试件分组改造成含水率分别为0、13%、25%和36%的充填体试件后,使用TAW-200多功能力学试验机进行恒定位移加载的单轴压缩试验。试验结果表明:随着含水率的升高,充填体的强度下降,且下降速度逐渐加快,使用二次多项式可以较好地拟合单轴抗压强度和含水率之间的关系,2种水泥含量试件的单轴抗压强度的下降趋势与速度较为相似,且5%水泥含量膏体充填体的抗压强度在不同含水率下始终高于3%水泥含量充填体。另一方面,随着含水率的升高,充填体弹性模量降低,峰值应变点先升高后降低。通过充填体非线性指数衡量不同含水率下膏体充填材料应力-应变曲线的非线性程度,发现2种水泥含量下的充填体均在含水率为25%时表现出较高的非线性,利用好充填材料非线性的特点有助于充填体的失效预警和提前干预,研究结果为深入认识膏体充填材料的单轴压缩力学行为和充填区安全问题提供了参考。
The prediction of landslide failure has always been a hot and difficult topic in the study of landslides. Water is the key factor for most landslides to slip under natural conditions,especially in the loess area.Because the water sensitivity of loess is very strong,it is known as “Nine out of ten landslides are caused by water”.The critical stress state of slip zone soil can be described by critical state line (CSL) directly when the landslide occurs. Therefore,it can provide a basis for the prediction of landslides through studying the quantitative relationship between water content and critical state and determining if the slip zone soil is destructed. For studying the prediction method of loess landslide,the critical state line of slip zone soil is applied. Firstly,taking slip zone soil of Zhengcheng landslide as subject,consolidated undrained triaxialshear test (CU test) under different water contents were conducted. The critical state lines of various moisture contents are obtained. Taking the shear strength parameters as bridge,the relationship between the moisture content and corresponding critical state line of soil has been deduced. The results show that:critical state lines under different water contentsare different obliquestraight lines related with shear strength parameters,and critical state of slip zone soil is determined by water through shear strength parameters. After the water content is 15.28%,the critical state line of slip zone soil with high moisture content is closer to the bottom; The cohesion c increases first and then decreases with the water content,and the maximum value is 134.72 kPa; But the internal friction angle φ decreases with the increase of water content,and the sensitivity of c value to water is higher. In the end,by using the exploration data and empirical data of Hexi landslide in Liulin County,the feasibility of the critical state line in the prediction of landslide instability is explained. It is also concluded that the proportion of slip zone soil reaching the critical state line when the landslide occurs is about 60%.Which can provide guidance for the occurrence of loess landslide.
Crack is an important manifestation of the occurrence and development of coal failure under load, and magnetic signal is one of the ways of energy leakage of coal under load, and there must be a correlation between the two. In order to study the quantitative relationship between cracks and magnetic signals generated during the destruction of coal, and to further improve the theory of the monitoring and early warning technology of dynamic disasters used by magnetic signal in coal mine, firstly, RFPA2D numerical simulation software was used to simulate the crack morphology characteristics with different bedding properties and quantities of coal under static load. The reliability of the numerical simulation results was confirmed by comparing the experimental results in the laboratory. Secondly, combined with the established force-magnetic coupling model, the number of magnetic pulses and energy released after the failure of different samples were obtained. The relationship among bedding properties and magnetic pulse, magnetic energy, and the relationship among bedding quantity and magnetic pulse, magnetic energy were analyzed. Thirdly, the MATLAB software was used again to preprocess the cracked samples obtained from the simulation and calculate the crack box dimensions of the samples respectively. The correlation characteristics between the crack box dimension and the bedding properties and quantity were analyzed. Finally, the correlation characteristics between the crack box dimension and the number of magnetic pulses and magnetic energy after static load failure of the sample were comprehensively analyzed. The results show that the crack box dimension of sample without the bedding is the lowest, and for samples with horizontal bedding, the crack box dimension is linearly correlated with the number of bedding. There is no significant correlation between the crack box dimension and the bedding quantity for the sample with vertical bedding. For samples with horizontal bedding, the number of bedding has a positive relationship with magnetic pulses and magnetic energy. For samples with vertical bedding, the number of bedding has a negative relationship with magnetic energy, but not significantly related to the number of magnetic pulses. For the samples with horizontal bedding, the crack box dimension has a good positive linear correlation with the total number of magnetic pulses and total magnetic energy, while for the samples with vertical bedding, the crack box dimension has a good negative linear correlation with the total magnetic pulse number, but there is no correlation with the total magnetic energy.
Mine fires seriously hinder the safe production of coal, but three-phase foam is an effective approach to prevent the mine fire. At present, the existing two-phase foam generatorsare not suitable for preparing three-phase foams. In order to develop a foam generator suitable for the preparation of three-phase foams, it is necessary to conduct in-depth analysis on the physical foaming characteristics of three-phase foam and optimize the structure of the foam generator. Accordingly, in view of the characteristics of the three-phase foam, this paper takes the self-priming foamer as an example to analyze the foaming characteristics and formation principle of the three-phase foam and its foamer.The distribution law of the 〖JP2〗flow field, pressure and turbulence intensity of the mixed slurry inside the foamer, and an optimization scheme of the self-priming foam generator are proposed. The results show that:① The self-priming foam generator uses the natural pressure difference to inject the flame-retardant gas into the pipeline to realize the full mixing of the gas and the slurry. The difficulty in the design of the self-priming foam generator is to maintain a sufficient natural pressure difference to break the bubbles and particles. ② When the mixed slurry flows through the Venturi tube, the velocity and turbulence intensity both increases first and then decrease along the flow direction, and reach the maximum value near the throat. The negative pressure area in the pipe is distributed in the throat, while the maximum negative pressure is close to the wall of the pipe. It is more favorable to generate three-phase foam by opening holes in the pipe wall near the throat to eject flame retardant gas. ③ Although an appropriate increase in the diffusion angle can increase the maximum velocity and turbulence intensity at the same time, the degree of improvement gradually weakens with the increase of the diffusion angle; in addition, the maximum negative pressure value increases first and then decreases with the increase of the diffusion angle; When the diffusion angle is 55°, and the opening position is near the throat of the pipe wall, it is most favorable for the generation of three-phase foam.
In order to analyze the variation law of compressive strength and Young′s modulus of coal under the control of coal rank, suggestions for coalbed methane development in different coal rank areas are put forward. Through rock uniaxial compression test and coal quality test, the mechanical parameters (compressive strength, Young's modulus) and Ro,max data of 20 coal rock samples from 18 mining areas in China were obtained, and some pre-test data were synthesized, based on which, the variation law of compressive strength and Young's modulus of coal rock from low coal rank to high coal rank (Ro,max=0.33%~3.44%) and its influence on fracturing and drainage were discussed systematically. The results show that coal rank significantly affects the development of coal rock cleats and pores. Lignite and sub-bituminous coal(Ro,max≤0.50%) have less developed cleats, but have the largest porosity and mainly macropores.. During the evolution to the middle coal rank, the porosity of the coal rock decreases. After the middle coal rank (0.65%≤Ro,max), the porosity of the coal rock slightly increases and stabilizes, but the cleat gradually develops to the maximum around Ro,max=1.50%. When coal rock further evolves to a high coal rank (1.90% ≤Ro,max), the coal macromolecular functional groups re-polymerize, resulting in the cleat retreat.. Under the control of coal rank, the compressive strength and Young's modulus of coal rock show an "M" -shaped variation law with the increase of coal rank. When Ro,max≤0.5% (mainly lignite, sub-bituminous coal),Ro,max≥3.0% (mainly anthracite) and 1.0%≤Ro,max≤2.0%(mainly coking coal, lean coal), the compressive strength and 〖JP2〗Young's modulus of coal rock are low and easy to crack, but the short and wide cracks are not easy to extend, and the conductivity is poor. It's necessary to appropriately improve the fracturing scale to increase the length of crack, and to control drainage speed to prevent the fast decay of production capacity. When 0.5%≤Ro,max≤1.0% (mainly gas coal, fat coal) and 2.0%≤Ro,max≤3.0% (mainly lean coal), the compressive strength and Young's modulus of coal rock are relatively high, which requires a high cracking pressure, but the crack is easy to extend. During the fracturing, the scale should be controlled to prevent it from penetrating through the water barrier on the roof and floor of the coal seam. Drainage speed should be appropriately improved as well.
Re-fracturing is an effective means of increasing production when the primary fracture declines in CBM exploitation. In order to study the crack propagation law of re-fracturing in coalbed methane reservoirs and optimize the parameters of temporary plugging, a simulation experiment of indoor temporary plugging and fracturing was carried out. In this study, a large-scale true triaxial fracturing simulation system was used, and the sample size was 30 cm × 30 cm × 30 cm. After collecting coal and rock in the Qinshui Basin, the standard experimental samples were obtained by wrapping concrete. The experiment first simulates the formation environment by loading triaxial stress, and then injects fracturing fluid into the wellbore with a constant displacement to simulate the initial fracturing. The plugging agent was injected into the wellbore and the re-fracturing experiment was carried out; at the end of the experiment, the fracture morphology of the re-fracturing was analyzed by CT scanning. The experimental results show that the temporary plugging effect is greatly affected by the particle size and dosage of the temporary plugging agent. The particle size of the temporary plugging agent is too large, which affects the sand suspension effect of the fracturing fluid. The temporary plugging agent is easy to accumulate in the wellbore, resulting in an abnormal increase in the re-fracturing construction pressure. The particle size of the temporary plugging agent is too small, and it is difficult to form effective plugging, during the re-fracturing, the fractures mainly propagate along the primary fractures. With the increase of the amount of temporary plugging agent, the plugging effect on the primary fracture is enhanced, and the rupture pressure of re-fracturing increases, which promotes the expansion of re-fracturing fractures in the direction perpendicular to the primary fracture; on the other hand, the temporary plugging agent enters the re-fracturing. After fracturing fractures, secondary plugging is formed, which promotes the formation of branched fractures and increases the complexity of re-fracturing. It is believed that temporary plugging and fracturing can promote the formation of branch fractures, improve the complexity of re-fracturing fractures, and increase the fracturing area to improve the effect of re-fracturing. The fracture morphology of the re-fracturing is mainly affected by factors such as the particle size of the temporary plugging agent and the matching degree of the primary fracturing fractures and the amount of the temporary plugging agent.
The coal-measure tight sandstone in the DJ block of the Ordos Basin is an ultra-low porosity and permeability reservoir, and strong heterogeneity is a key problem in reservoir prediction and evaluation. Based on 1 880 rock cores plug porosity and permeability analysis data and 33 sets of mercury intrusion analysis data, the probability cumulative distribution function of the flow interval index and pore throat radius was calculated, and the three flow units classification scheme with FZI was optimized. Tosolve the problem of the imbalance of the number of different types of sandstone samples, 734 sets of macro-rock equivalent type data and numerical logging data were subjected to sub-stratified sampling and homogenization sampling processing, and the data subset was reconstructed;Through the interactive verification method of parameter setting-training-modeling-testing-performance evaluation, the modeling parameters were optimized, and machine learning models of 7 algorithms in two categories, unsupervised and supervised, were constructed. They are K-means clustering, naive Bayes, decision tree, support vector machine, deep learning, random forest and gradient tree boosting respectively, and the two optimal classifications of gradient boosting tree learning and deep learning are determined according to the f1 score value. The research results show thatthe sandstone classification based on FZI flow unit can significantly reduce the influence of heterogeneity on the accuracy of permeability prediction; compared with unsupervised method, the supervised and active machine learning methods are more suitable for the classification principle of flow unit. Gradient boosting tree learning algorithm can use lithofacies, diagenetic facies, sedimentary micro-equal type data modeling, and can be used for basic geological research such as the genetic characteristics of flow units, while deep learning has stronger processing capabilities for numerical data such as well loggingand is suitable for engineering applications such as permeability prediction. The machine learning model with efficient and reasonable classification for flow units is not unique and can be constructed independently according to research purpose and data typesto optimize the algorithm.
Directional drilling technology can accurately control the tracks of borehole and effectively improve the depth of borehole,which has been more and more widely used in gas control of coal mine and geological structure exploration. However,directional drilling tracks in underground coal mine are often different from the design tracks in the construction process. When multiple drilling holes exist in the same working face,the phenomenon of holes collision may occur. Therefore the effect of gas extraction is affected and resulting in potential safety risks,or hole collapse lead to economic losses. For this problem,an anti-collision hole prevention method based on double objective twin support vector machines for directional drilling in coal mine is proposed,and is verified by directional drilling experiment in a coal mine. The method can be integrated into measurement while drilling (MWD) software to judge whether the hole collision may occur in real time by using the measured data of drilling,and real-time guidance to the site construction is provided at the same time. Firstly,the absolute coordinate system is established by the zero-point borehole,all boreholes are contained on the same working face. Then,the dip Angle,azimuth angle and tool facing angle of the newly completed drilling measuring points are selected as input parameters,and the regression model is established by the double-objective twin support vector regression algorithm. Finally,the absolute coordinates of the predicted points are cut by the x axial direction,and the distance between the intersection points and the predicted points is obtained to determine whether there is a risk of preventing the hole collision. The experiments show that this method can guide the construction of directional drilling under coal mine, effectively avoid the risk of hole collision, eliminate the blind area of extraction and mining, and provide technical support for the improvement of the construction quality and drilling efficiency of directional drilling.
Industrial Internet is a new application model of the deep integration of industrial system and the new generation ICT. It is an essential part of new infrastructure and the basic upholder for convergence of informatization with industrialization. To promote intelligent mine,through building the industrial internet platform,we explore the usage of IoT,Bigdata and AI in coal enterprise production data collection,storage,processing and analyzation,eliminate information and system silos,realize data integration and sharing,and provide analyzation and decision support for coal mine safety and productivity. Based on the Industrial Internet Platform Framework released by the Alliance of Industrial Internet,combined with the industry application practice,aiming at the special application scenario of the coal industry,we explore and propose the industrial Internet platform solution suitable for the mine. By analyzing and studying the business data characteristics of coal industry,a technical architecture of Client-Edge-Cloud hierarchical industrial Internet platform suitable for mine is designed to meet the management and control requirements of mine intelligent production process. It focuses on the in-depth study of the technical system of big data platform,which is the core support of the industrialInternet platform,and designs the data oriented overall functional architecture and technical architecture of the big data platform. According to the key technology components selection of big data platform,the experimental environment is built,and the actual data collected in a coal mine comprehensive mining face is used for experimental verification,which proves that the overall architecture and technical route are feasible,and data storage,computing and access performance of bigdata platform is as expected.
The acquisition and processing of laser scanning data is one of the key technologies for the intelligent working face of coal mines. As an important mean to monitor the cutting trajectory of coal shearers,3D laser scanning technology has been increasingly valued because of its characteristics of non-contact,high precision and less effect by smoke and dust. However,due to the massive,discrete and redundant characteristics of laser point cloud data,in actual production,at present,only the 3D point cloud information of the working face can be obtained remotely and the spatial characteristics of the laser point cloud data cannot be used to directly extract the coal cutting roof line of the shearer,namely feedback information of the current shearer cutting trajectory cannot be provided. For real-time acquisition and prediction of current shearer cutting coal roof line position data,on the basis of constructing the initial transparent working face based on data such as geophysical prospecting,drilling,roadway sketching and laser scanning,the laser scanner is used to perceive and obtain the laser point cloud data of the fully mechanized coal mining face in real time so as to fully understand the laser scanning device. Under the premise of the operation principle and the characteristics of laser point cloud data,aiming at the problems of data dispersion,large amount of information and difficult feature extraction of the three-dimensional laser point cloud,a complete set of feature extraction process of 3D laser point cloud of working face is established by removing outliers,filtering point cloud,slicing point cloud and feature point extraction based on spatial morphology,which realizes the automatic extraction of coal cutting roof line of laser point cloud in fully-mechanized mining face,and is combined with the visual interpretation method. The extracted coal cutting roof line data are compared and verified,and the points with error less than 0.04 m account for 84%,and the points with error less than 0.08 m account for 96%,which verifies the feasibility of extracting the current algorithm of the cutting coal roof line of the shearer. The cutting stroke of the shearer with the next or next cuts provides data reference.
The drilling and anchoring robot is an important equipment to realize the intellectualization of fully-mechanized coal mining. The control effect of its manipulator directly affects the safety and efficiency of the support operation of the drilling and anchoring robot.The control of drilling anchor manipulator usually adopts PID controller,but under the working conditions of bad environment and complex coal seam,the parameter selection of PID controller has a great impact on the control effect. Due to the limitation of integer order PID control algorithm and traditional empirical parameter adjustment,it is difficult to find a group of parameters with the best control effect in a short time,resulting in the failure of timely and accurate positioning of the end of the manipulator. Based on robot technology,fractional order control technology and intelligent optimization algorithm,this paper uses the method of combining numerical modeling and simulation analysis,uses whale algorithm(WOA) to adjust the parameters of fractional order FOPID controller and applies it to the motion control of ma[LM]nipulator. Based on the spinor theory,the joint coordinate system and coordinate transformation matrix expression of the manipulator are established by D-H method,and the point cloud diagram of the manipulator workspace is solved by Monte Carlo algorithm;Based on the in dependent joint control theory,the single input single output system model of hydraulic motor / cylinder at the joint of manipulator is established by using MATLAB Simulink software and fractional FOPID control technology. Based on four intelligent optimization algorithms:genetic algorithm(GA),particle swarm optimization(PSO),whale algorithm(WOA) and search algorithm(GPS),the effect of step influence under different control combination strategies of hydraulic motor / oil cylinder is analyzed by comparing three dynamic indexes:standard deviation,overshoot and stability time. The effectiveness of whale algorithm(WOA) in tuning FOPID parameters is verified by simulation analysis. The research work lays a theoretical foundation for the accurate positioning and automatic support of the unmanned drilling and anchoring manipulator,and also provides a reference for the design of relevant motion control strategies.
Aiming at the key technology problems of three-dimensional environment reconstruction and non-structural environmental movement trajectory planning,a fixed flexible track type suspension inspection robot platform is designed for the movement of special inspection robot in coal mine. The body structure of explosion-proof multi-wheel suspended inspection robot is designed by the idea of modularization. The driving capability of the robot on a flexible track is analyzed by a theoretical calculation,a multi-wheel traction mathematical model is established,and a specific driving capability parameter of a horizontal flexible track and a given climbing angle track is obtained according to a multi-wheel traction mathematical model. According to the acquired driving capability parameters,the double-wheel double-drive robot walking mode is selected. The experiments of a simulation carried out on the installation mode of the foreign-side drive module,and of a physical experiment carried out on the installation mode of the same-side foreign shaft and the foreign-side foreign-shaft drive module show that the walking mode of double-wheel double-drive can guarantee the good horizontal walking ability and climbing ability,in which,the slope angle of the robot under the self-weight of 20 kg can reach 25 degrees;the maximum swing angle of the mounting robot of the different-side foreign-shaft driving module mounting robot in the moving direction is measured to be 2 degrees,but the same-side foreign-shaft driving module is measured to be 5.82 degrees. The swing of the robot fuselage can be reduced by installing the drive module on the opposite side of the double wheel and double drive,but the swing of the fuselage can not be eliminated by the installation mode of the opposite side and the other side of the robot fuselage. In addition to the basic inspection function,the robot can improve the adaptability of unstructured underground environment,improve the flexibility of underground layout and control,can reduce the investment of track laying and recovery,and provide a new special patrol inspection platform for the coal mine environment.
The development of energy and related chemical technologies is closely related to the development of the national economy and national security.In the process of rapid development in China, some technologies with independent intellectual property rights developed in the field of energy and chemical industry have reached the international leading level. Promoting the export of energy and chemical technology plays an important role in promoting economic development, improving the technical content of my country’s export products, optimizing the structure of export products, developing and protecting foreign commodity markets, and driving the export of products and equipment. Studying the potential export capacity of coal chemical technology is a necessary work to promote technological output. At present, China has not yet formed a complete set of indicators for evaluating the potential export capacity of technologies in the coal chemical industry. In this regard, an evaluation index system for the potential export capacity of coal chemical technology was constructed, and a quantitative evaluation method for the potential export capacity of coal chemical technology was proposed using the AHP. On the basis of the existing research results, this method was used to evaluate the representative complete sets of technologies: coal gasification technology - Shenning furnace, methanol to olefin technology - DMTO and coal indirect liquefaction technology package (Zhongke Synthetic Oil). The evaluation result is that coal gasification technology-Shenning furnace ranks first, followed by methanol to olefin technology-DMTO and indirect coal liquefaction complete process technology package (Synfuels China). At the same time, it is found that the key factors restricting the export potential of China’s coal chemical technology are overseas competitiveness, international recognition and technical performance. In this regard, the following suggestions are put forward:① Improve the export policy of energy and chemical technology, strengthen policy support, and create a favorable environment; seize the opportunity, promote transformation and upgrading, and achieve sustainable development; ② Strengthen independent research and development, improve the level of process technology, and establish a International brand image.
The development and utilization of positive environmental impacts(PEIs) are important ways to promote the construction of ecological civilization,extend the mining industry chain,promote the transformation of the national energy structure,and achieve the strategic goal of “carbon peaking” and “carbon neutrality”. To study the development and utilization of PEIs resources in abandoned mines,this paper analyzes the carbon sources and emissions of mineral resources extraction and its negative environmental impacts from the perspective of energy structure transformation and carbon neutrality,analyzes the connotation of positive impacts of mines and the characteristics of their resource properties,and elaborates on the development and utilization of ecological resources,recyclable resources,renewable resources,spatial resources,tourism,cultural and scientific resources,and in-situ scientific experiment resources,etc. The potential advantages of the development and utilization of PEIs resources to reduce carbon sources in abandoned mines,increase ecological carbon sinks,and promote carbon emission reduction are explained. In the context of the 14th Five-Year Plan of Inner Mongolia Autonomous Region’s ecological civilization construction and carbon-neutral goal,we discuss the important role of developing and utilizing positive impacts to achieve carbon emission reduction and repair natural carbon sinks,promote energy structure transformation,resource-based cities to reduce carbon emissions,in situ scientific experiments and green low-carbon technology transformation,and popularize the knowledge of low-carbon life and energy consumption. Given the multiple constraints in the development and utilization of positive impacts of abandoned mines,we propose countermeasures and suggestions for the development and management of positive impacts of abandoned mines from the perspectives of market operation and effective competition guidance,PEIs’ products and industrial policy guidance,digital and intelligent development and utilization,and accurate carbon accounting,with a view to building a northern ecological security barrier,promoting the reuse of abandoned mines,and achieving It is expected to provide a scientific basis for the construction of the northern ecological security barrier,promote the reuse of abandoned mines,and achieve the organic unity of emission reduction and sink increase,green low-carbon development and energy security strategy in the energy industry,and help to achieve the national carbon neutral strategy.