45 results about "Parent rock" patented technology

The invention relates to a method for determining rockfill material filling standards and detecting on-site filling quality based on a fractal theory. The method comprises verifying a particle fractaldistribution model, building a relationship between grading parameters and dry density or porosity, building a relationship between grading parameters and a compressive modulus, determining rockfillmaterial filling grading or a grading envelope line satisfying compressive modulus requirements, acquiring a filling porosity index or an index range, carrying out a penetration test, detecting a permeability coefficient, if the permeability coefficient does not satisfy the permeability requirement, reducing and adjusting a grading range until the permeability coefficient satisfies the permeability requirement, and verifying whether the filling porosity under the condition of design relative density satisfies the filling porosity requirement. The method provides double control standards of porosity and relative density, controls rockfill body filling quality, comprehensively considers the influence produced by the grading of the rockfill material, the characteristics of the parent rock anda compaction degree on the deformability of the rockfill body, provides the reliable basis for the whole stability of the rockfill dam and effective deformation control and ensures the construction and operation safety of the dam.

The invention discloses a method for determining the filling index of a coarse granular material and realizing on-site quality control. According to the method, corresponding gradation statistical models are established according to the components with different particle sizes of the coarse granular material; correlations between the gradations of different model parameters and dry density or porosity are established through relative density tests; by means of compression tests and triaxial tests, correlations between the gradations of the different model parameters and breaking strength are established, and correlations between the gradations of the different model parameters and modulus of compression are established; and with selecting a -modulus of compression as an objective, a filling porosity index or index range is obtained. According to the method of the invention, the filling quality of the coarse granular material is controlled according to the dual-control standard of porosity and relative density; the influences of the gradations, parent rock features and compaction degree of the coarse granular material on the deformation performance of the coarse granular material are comprehensively considered; a reliable basis is provided for the control of the overall stability and effective deformation of rock-fill dams or gravel rock-fill dams, so that the safety of the construction and operation of the dams can be ensured.

The invention provides a reservoir physical property evaluation method and device based on a triangular evaluation plate, and the method comprises the steps: dividing minerals in a rock core into three types according to the properties of parent rock in a rock core source region and a mechanical differentiation principle, and enabling the three types of minerals to respectively correspond to threevertexes of a triangular evaluation plate, wherein the three types of minerals comprise carbonate minerals, skeleton minerals and clay minerals; according to the contents of the three types of minerals and rock core physical property parameters, carrying out content region division on the triangular evaluation plate; and evaluating the physical properties of a reservoir to be evaluated accordingto the content region division. The invention can provide the method and the device for quickly and visually evaluating the physical property of a tight reservoir.

The invention discloses a vertical rotary tiller for promoting rock to form soil on a purple soil thin layer slope. The vertical rotary tiller comprises a rack and a spiral device, wherein a case is arranged at the top end of the rack, and a generator is arranged in the case; an oil tank is arranged at the top end of the case, and a water tank is arranged at one side of the oil tank; the spiral device is arranged at one end of the rack, and the top end of one side of the spiral device is fixedly provided with a push rod; the bottom of the other end of the rack is welded with a rotating shaft,and the two ends of the rotating shaft are respectively connected with the inner ring of a rolling bearing in a penetrating way. The mud and the shale on the purple soil thin layer slope are spirallyground and crushed by the spiral device to promote the weathering of parent rock into soil and reduce the tillage erosion so that the soil formation rate is greater than the erosion rate and the soillayer thickness is increased, the deep tillage is performed but a soil layer is not disturbed, and a U-shaped groove is formed in a soil deep layer after the tillage is performed by a spiral shaft toeffectively gather interflow. The vertical rotary tiller can complete the traditional plowing, raking and beating operation procedures once, and is favorable for water, gas fertilize balance in the soil through live soil water retention.

The invention discloses high-strength high-performance manufactured sand concrete with no mineral admixture. The concrete comprises parent rock, manufactured sand, cement, a water reducer and water. The compressive strength of the parent rock is higher than 80MPa. The weight content of stone powder in the manufactured sand is 5-10%, and the weight content of mud in the manufactured sand is lower than 0.5%. The usage amount of cement is 490-510kg/m<3>. The concrete has the following mixing ratio parameters: the water-binder ratio is 0.30-0.33, and a sand ratio is 38-41%. The concrete provided by the invention has the following advantages: 1, no mineral admixture is needed, such that materials are saved, and the defect of poor property stability of the mineral admixture is overcome; under the situation with no mineral admixture, concrete mechanical performances such as compressive strength satisfy the requirements of C50 concrete; 2, concrete fluidity and workability are improved through specific parameters; 3, the parent rock is used, such that local materials can be used, and a problem of river sand shortage can be solved; and 4, concrete cracks can be reduced, and concrete durability can be improved.

The invention provides a preparation method of a true triaxial sample reflecting occurrence characteristics of a rock mass containing a weak intercalated layer, which comprises the following steps: firstly, obtaining a stress state of a primary rock, then preparing cuboid rock samples with different combination angles in batches, and polishing a rock structural surface of the sample based on scanning data of a field rock structural surface to obtain a true triaxial sample; adjusting the water content of the weak intercalated layer obtained on site or the weak intercalated layer similar material prepared by uniformly mixing the weak intercalated layer according to the proportion to the required water content, maintaining, adjusting the rotating support to the required angle, sequentially adding the materials into a mold, and finally loading the sample to a primary rock stress state and carrying out later-stage standardization treatment. According to the method, by adjusting the splitting and grinding angle of the mother rock, setting the mold with an inclinable angle and setting different thicknesses of the weak intercalated layers, the weak intercalated layer-mother rock composite samples with different occurrence states and thicknesses are prepared, the weak intercalated layers are distributed more uniformly, and the obtained weak intercalated layer-mother rock composite true triaxial sample is easy to form and has good mechanical properties. And the method is more in line with the actual spatial topology distribution state of the weak intercalated layer on site.

The invention belongs to the technical field of landscape ecological restoration, and especially relates to a low-energy consumption landscape ecological restoration method. The low-energy consumption landscape ecological restoration method adopts a microbial agent composite water treatment agent to restore the ecology of landscape water, aquatic plants and animals are added into the water to form a symbiosis system, and the microbial agent composite water treatment agent and the aquatic plants and animals have synergistic effects, so the water quality is improved, the transparency of the water is improved, and the restoration of the ecology of the landscape water is facilitated; microbial agent composite purple parent rocks and polyferric sulfate can effectively remove TN and TP in the landscape water to be restored, and have the characteristics of high efficiency and fastness in treatment, environmental protection, low cost, low energy consumption, high purifying efficiency and good treatment effect, and the purple parent rocks belong to natural mineral, contain many clay-sized minerals, has low phosphorus content, and can effectively inhibit the release of nitrogen and phosphorus in sediments.

The invention discloses a net-rope-and-plug-linked-type landscape anchoring device used for preventing falling type dangerous rock. The net-rope-and-plug-linked-type landscape anchoring device is characterized by comprising a plurality of anchoring units distributed on the periphery of the dangerous rock, a protective net for covering the surface of the dangerous rock and landscape objects attached to the protective net; each anchoring unit comprises a plug and a reverse-pulling cylinder, wherein the plug is inserted and clamped into the reverse-pulling cylinder to achieve connection of the plug and the reverse-pulling cylinder; the reverse-pulling cylinders and a parent rock mass are connected in an anchored mode through mortar; each plug comprises a pencil-shaped body, and each body is provided with a plurality of barb grooves and a plurality of barbs at intervals; the barb grooves of the plugs are cuboid grooves, and the length of the barb grooves is coincident with the length of the barbs; the barbs are hinged to the sides of the barb grooves through studs and meanwhile elastically supported by stretchable devices; the reverse-pulling cylinders of the plugs are rectangular columns, a plurality of barb clamping grooves are evenly formed in each reverse-pulling cylinder, four penetrating reinforcing steel bar holes are preserved in each reversing-pulling cylinder, four penetrating reinforcing steel bars are arranged in each reversing-pulling cylinder, and the barb clamping grooves are wedge-shaped grooves. According to the net-rope-and-plug-linked-type landscape anchoring device, the rock mass of the dangerous rock is not damaged, and construction is rapid and convenient; the net-rope-and-plug-linked-type landscape anchoring device has the advantage of achieving landscape repairing.

The invention discloses a shallow landslide type valley debris flow early warning method, which belongs to the technical field of debris flow prevention and control engineering, and is characterized by comprising the following steps of: a, measuring a full watershed area A of debris flow without accumulation areas; b, measuring the percentage S0 of the sensitive slope area in the whole drainage basin area of the debris flow without the accumulation area and the longitudinal gradient J of the gully bed, and determining a debris flow topographic factor T; c, determining the annual average rainfall R0 of the debris flow channel in the monitoring area and the one-hour rainfall variation coefficient Cv of the debris flow channel, measuring the one-hour excitation rainfall It, determining the mother rock type of the soil, calculating the soil moisture content factor K, and determining the debris flow rainfall factor R; d, calculating a debris flow occurrence index P; and e, judging the occurrence of debris flow. The measurement and calculation result of the method is more in line with the debris flow formation mechanism, the debris flow early warning accuracy is improved, and the method has higher disaster prevention applicability.

The invention provides a method and device for determining lithology of clastic garnet mineral mother rock. The method comprises steps of preliminarily determining the lithology of the clastic garnetmineral mother rock through employing a garnet Mg-Fe+Mn-Ca main element discrimination graph according to a main element analysis result of a to-be-detected clastic garnet mineral; and when the main element analysis result of the to-be-detected chip garnet mineral falls in the Type A, Type B or Type D region of the discrimination graph, further determining the parent rock lithology of the to-be-detected chip garnet mineral by utilizing the trace element analysis result of the to-be-detected chip garnet mineral. According to the method, garnets from a basic rock source and a variable basic rocksource can be more systematically and accurately distinguished, garnets from different types of skarn sources can be distinguished, and garnets from a granite source, a high-grade granite phase-change argillaceous rock source and a medium-low-grade hornstone phase-change argillaceous rock source can be distinguished; and therefore, the method plays an important role in the aspects of material source recovery research, even basin-mountain coupling relationship research and the like.

The invention discloses a source-sink system quantitative evaluation method, and belongs to the field of sediment source analysis. The method comprises: constructing a conceptual model based on geological data; determining simulation parameters under the guidance of the conceptual model, and establishing a sedimentary stratum quantitative model through stratum forward modeling based on the hydrodynamic principle; based on the principle of conservation of substances, combining with real geological data to verify that the sedimentary model is reasonable, and extracting sedimentary thicknesses from different material sources in different time steps by using the model after the material source input mode is changed; and calculating and processing the thickness of the sediments from different material sources in the simulation time step length, and analyzing the contribution of the sediments from different material sources. The method solves the problems that an existing method cannot carry out work in areas without wells or with few wells, and sediments from different material sources in the basin cannot be quantitatively distinguished. In consideration of internal and external dynamic geological effects such as reference surface lifting and structural activity, the method has the characteristic of quantitatively evaluating the relative contribution of sediments from different mother rock areas in the basin in different time steps in the source-sink system.

The invention relates to the technical field of machine-made sand, in particular to a tail end process for improving the quality of machine-made sand. The tail end process comprises the following steps of S1, selecting rock blocks; S2, crushing rock blocks; S3, conducting screening; S4, performing dust removal; and S5, obtaining machine-made sand. A sand washer water tank is provided with a watersupply system; and the water supply system comprises a high-water-level liquid level meter, a middle-water-level liquid level meter, a low-water-level liquid level meter, a submerged pump, a sewage pump, a water adding valve and a liquid level controller. A square-hole screen is selected as the screen; the size of each sieve pore is 3.5 to 4.5 mm; the inclination angle of the screen surface is generally about 20 degrees; good screening efficiency and treatment capacity of the materials can be achieved; the water volume in water tank is effectively controlled; the submerged pump is protected; the water is saved; the saturated surface drying effect of the machine-made sand is achieved; the national requirements are met; and the quality of the machine-made sand can be effectively improved, and the performance of machine-made sand concrete is improved through the technical requirements of mine mother rock, the technical requirements of a vibration feeding screen, a material crushing methodand the mechanism of the material crushing method in the machine-made sand production technological process.

The invention relates to a rapid evaluation method suitable for performance of pebble mother rock of machine-made aggregate. The method comprises the following steps: 1) sampling: randomly selecting representative pebbles; 2) screening: screening the primary pebbles to obtain the particle size distribution of the pebbles; 3) selecting a pebble sample with a specific particle size for testing, ultrasonically testing the pebble sample with the particle size of more than 100mm, and testing the pebble sample with the particle size of 9.5-19mm by adopting a cylinder pressure method; and 4) result analysis and evaluation: analyzing the performance of the pebbles according to a test result so as to evaluate the mother rock performance of the pebbles. Compared with the prior art, the method has the advantages of simplicity, accuracy, advancement, quickness, field application and the like.

The invention provides a compound treatment agent for a landscape water body. The compound treatment agent comprises polyferric sulfate and purple parent rock. The compound treatment agent provided by the invention has the advantages of low cost, wide source and environmental friendliness, can be used for treating landscape water bodies different in pollution degree and realizes high purifying efficiency and good treatment effect, wherein the removal efficiency of nitrogen and phosphorus is high, and the removal rate of total nitrogen in the seriously-polluted landscape water body can reach 57.94% while the removal rate of total phosphorus can reach 83.63%; and the damaged ecological balance can be effectively restored so that the ecological system resumes virtuous cycle.

The invention discloses a protective structure and a treatment method for a side slope overhang body. The protective structure comprises anchor rods arranged on the two sides of the overhang body andpenetrating into a parent rock body, steel strands are connected between the exposed sections, outside the parent rock body, of the two-side anchor rods, the steel strand are tightened and closely fitted along the waist outer wall of the overhang body, ringed steel bars are further arranged between the adjacent steel strands, a concrete supporting pier arranged in a cavity of the parent rock bodyunder the overhang body is further included, a slope inner anchor rod is installed on the inner side of a cavity slope of the parent rock body, a substrate anchor rod is installed at the bottom of thecavity of the parent rock body, and the exposed sections of the slope inner anchor rod and the substrate anchor rod are correspondingly connected with steel bars in the concrete supporting pier. According to the protective structure for the side slop overhang body, the anchor rods are arranged on the two sides of the overhang body, the waist of the overhang body is fixed by the steel strands, theconcrete supporting pier is arranged under the overhang body to support the overhang body, vibration damage to the overhang body cannot be produced, the effects of strengthening the overhang body andpreventing the further deformation of the overhang body are achieved, the construction safety risk is small, and the treatment effect on the overhang body is good.

The invention discloses a proton energy parent rock amorphous nanometer composite material. The material is prepared from oxides, namely more than or equal to 26 weight percent and less than or equal to 33 weight percent of calcium oxide and more than or equal to 16 weight percent and less than or equal to 21 weight percent of manganese oxide, and more than or equal to 0.1 weight percent and less than or equal to 0.3 weight percent of trace elements, namely barium, zirconium, germanium, beryllium, magnesium, potassium, scandium, vanadium, chromium, cobalt, nickel, gallium, niobium, molybdenum, technetium, palladium, silver, indium, tin, antimony, hafnium, tantalum, tungsten, platinum, manganese, iron, aluminum, sodium, titanium, silicon and copper. The material can be nano-scale, warming articles can be prepared by adding the material into clothes and quilts in the process of producing the clothes and the quilts, and the material has good effects of improving sleeping, promoting blood circulation and the like.

The invention provides a method for evaluating the influence of parent rock on reservoir physical properties. The method comprises the following steps of: 1) selecting a representative rock sample according to the rock type distribution of a target reservoir and cutting into a block shape; 2) placing the rock sample into a hanging basket of a reaction kettle, adding an acid liquid and sealing; 3)carrying out temperature programming to target temperature and pressure and reacting for 36-72 hours at the constant temperature and under constant pressure; and 4) after completing the reaction, naturally cooling the reaction kettle, taking out the sample and analyzing, wherein the shape of the rock sample after cutting is one of a cube, a cuboid or a cylinder. The method has the beneficial effects that a new idea is provided for the analysis of the influence of the parent rock on the reservoir physical properties; and a foundation can be laid for the exploration of high-quality reservoirs byutilizing data of rock debris types and contents and the like in the research area and by combining with the actual temperature and pressure conditions.

The invention discloses a construction method for converting dangerous rock treatment blasting material into dam filling-level burdening. The construction method comprises the following steps that 1),slope cutting construction is carried out through a deep hole bench blasting method, and sloping is carried out on trailing edge mother rock; 2), blast hole drilling operation is performed by using adrilling machine, and the blast hole drilling angle is the same as the designed slope angle; 3), the blast holes are filled with explosives in an interval charging mode, and detonating is carried outby adopting a single-hole single-sound detonation network; and 4), after layered and sectioned excavation, the blasting slag materials are transferred through a dump truck, and the blasting slag materials are pushed to a material taking platform through a bulldozer. By the adoption of the method, the purpose of changing blasting gradation is achieved by optimizing blasting parameters, the proportion of large-diameter stones after blasting is increased, and when the large-diameter stones are blasted and pushed to the material taking platform, stone sources meeting other construction projects are formed by means of collision of the large-diameter stones, and the purpose of directly applying the blasting slag materials to dam construction can be achieved.

The invention relates to a discriminating method for utilization of tunnel waste slag as building material aggregate. The method comprises the following steps of: acquiring a first tunnel rock samplealong a railway to be constructed; performing a rock sample test on the first tunnel rock sample to obtain geological mapping data and a surrounding rock grade, the geological mapping data including engineering geological characteristics, structural characteristics, a complete state and surrounding rock stability; preliminarily determining an available surrounding rock target range based on the geological mapping data and the surrounding rock grade; sampling the surrounding rock in the target range to obtain a second tunnel rock sample; and based on the mother rock strength, the alkali activity, the stone powder content and the crushing index of the second tunnel rock sample, determining tunnel waste slag capable of being used as building material aggregate. The technical scheme of the embodiment of the invention is suitable for the early-stage design stage of railway engineering, the design quality and accuracy are improved, the waste slag utilization rate is increased, and the influence of railway construction on the environment is reduced.