37 results about "Dry stone" patented technology

The invention relates to a face plate rock-fill dam structure of reasonably utilizing sand gravel material and a construction method thereof. The invention aims at providing a face plate rock-fill damstructure of reasonably utilizing sand gravel material and a construction method thereof; a sand gravel material near a dam site is put in a drying area of the middle part of a dam body so as to avoid additionally open up a rock-fill material field and protect the biological environment. The face plate rock-fill dam structure of reasonably utilizing sand gravel material is provided with a dam main body; the upstream side of the dam main body is sequentially laid with a transition layer, a cushion layer and a face plate from inside to outside; a special cushion layer is arranged below the cushion layer; a dam base of the upstream side of the main body is provided with a rock ballast backfill area and a silt backfill area, the downstream side of the main body is provided with a dry stone pitching, and a downstream dam base is provided with an oversize stone pressing stone area; and the main body comprises a main rock-fill area and a secondary rock-fill area, a sand gravel area positioned above a seepage line is arranged in a hollow cavity surrounded by both the main rock-fill area and the secondary rock-fill area, and the bottom part of the sand gravel area and the low altitude position of a downstream surface are provided with inverted filter protection layers. The invention is used in face plate dam engineering of the natural sand gravel material near the dam site.

The invention discloses a mixed anti-seepage dam. The mixed anti-seepage dam comprises an upstream lower rockfill material, a downstream lower rockfill material, an upstream upper rockfill material, adownstream upper rockfill material, a dry stone revetment, transition materials, an asphalt concrete core wall, a concrete base, curtain grouting and a wave wall, wherein the asphalt concrete core wall is arranged in the transition materials positioned between the upstream lower rockfill material and the downstream lower rockfill material; a high-strength reinforced geomembrane is arranged in thetransition materials positioned between the upstream upper rockfill material and the downstream upper rockfill material to replace the asphalt concrete core wall; the upper half part of a traditionalasphalt concrete core wall dam is changed into the high-strength reinforced polyethylene geomembrane, and the anti-seepage effect is achieved through the watertightness of the geomembrane; and the upstream rockfill material and the downstream rockfill material are rockfill materials with the large deformation modulus. The dam body is simple in form and high in construction speed, the requirementfor the upstream rockfill material and the downstream rockfill material is low, and the mixed anti-seepage dam has good popularization value for projects with insufficient dam building materials in dam site areas.

The invention discloses a precast clamp slot type hollow brick with low manufacturing cost and simple structure. The hollow brick comprises a brick body; a convex outer clamp slot is arranged on one side of the brick body; and an inward-sinking inner clamp slot is arranged on the other side of the brick body. The invention also discloses an ecological land ridge which comprises an ecological land ridge main body; the ecological land ridge main body is formed by splicing the precast clamp slot type hollow bricks; and plants are grown in the holes of the precast clamp slot type hollow bricks. The precast clamp slot type hollow brick disclosed by the invention is a basic composition unit of the ecological land ridge; the precast clamp slot type hollow bricks are spliced through respective inner clamp slots and outer clamp slots, and the cement mortar is not needed for bonding, thus the material and labor force are saved. Multiple precast clamp slot type hollow bricks are spliced through the clamp slots and built into a complete land ridge according to a lattice wall building method, thus the water permeability of the dry-stone land bridge is maintained while improving the overall stability of the ecological land ridge. Moreover, plants can be grown in the holes of the hollow brick body.

The invention discloses an imitated double-lotus baluster in ancient buildings and a production technology of the imitated double lotus baluster. The production technology comprises the steps as follows: (1) a parent part is produced from gypsum with a genuine double-lotus baluster part as a model; (2) an outer mold is produced; (3) the parent part is placed in the middle of the outer mold and covered with silica gel, and an inner silica gel mold is prepared; (4) iron oxide pigment and cement are uniformly mixed, dry stone powder, water and a water reducer are added, the mixture is uniformly mixed, and a cement stone material is prepared; (5) the inner silica gel mold is placed outside the outer mold and filled with the cement stone material; (6) a semi-finished imitated double-lotus baluster product is cured; (7) the semi-finished imitated double-lotus baluster product is subjected to sand blasting treatment and drying; (8) the outer surface of the semi-finished imitated double-lotusbaluster product is subjected to old making treatment; and (9) a stone protective agent is sprayed onto the semi-finished imitated double-lotus baluster product and a finished imitated double-lotus baluster product is produced. The imitated double-lotus baluster which is cheap and widely sourced can be produced with the production technology of the imitated double-lotus baluster in the ancient buildings.

The invention relates to a dry stone slope fruit cultivation and forestation technique and belongs to the field of fruit and fruit-bearing forest cultivation management. The dry stone slope fruit cultivation and forestation technique comprises the steps of: building a stone weir; filling stone weir gap soil; laying water gathering films; filling cultivation soil; planting fruit trees; covering the ground surface with films; covering the films with soil; covering with anti-aging reflecting films; fixing the covering films with soil bags; and opening field planting water seeping ditches. The dry stone slope fruit cultivation and forestation technique has the advantages that the design is novel, the structure is unique and the application scope is wide; the key technical problem that the survival rate of forestation trees planted on dry stone slopes is low is thoroughly solved; the investment is small, the method is easy to operate and the effect is taken rapidly; and the practicability and the easiness in popularization are extremely high.

The invention provides quick-drying stone-like paint, a quick-drying thick stone-like paint stone-like sheet and a preparation method thereof. The quick-drying stone-like paint is prepared from mixedemulsion and natural color sand or sintered color sand, wherein the weight ratio of the mixed emulsion to the natural color sand or sintered color sand is 1 : (2 to 4); the mixed solution is preparedfrom 55 to 65 percent of film-forming resin, 15 to 25 percent of a low-viscosity hydroxyethyl cellulose ether water solution, 1 to 1.5 percent of a thickener, 0.3 to 0.5 percent of a PH (Potential ofHydrogen) regulator, 10 to 25 percent of water and the balance of an assistant; the film-forming resin is a mixture of thermosetting acrylic resin, water-borne thermosetting amino resin and thermoplastic acrylic resin of which the glass transition temperature is smaller than or equal to 5 DEG C; the thickener is one or a mixture of several of an alkali swelling thickener or a polyurethanes thickener. According to the quick-drying stone-like paint provided by the invention, the thermosetting acrylic resin and the water-borne thermosetting amino resin are capable of enabling bubbling not to appear in a coating layer and air holes not to be form in the surface of the coating layer while the coating layer is quickly cured and dried at high temperature, so that defects of the prior art are overcome.

The invention discloses a hillside fruit planting afforestation technology belonging to fruit forest cultivation management. The technology comprises the following steps: building a stone weir; filling the gaps of the stone weir with soil; paving a water gathering film; filling with cultivation soil; planting fruit trees; covering the earth surface with a film; covering the film with soil; covering the soil covering the film with an anti-aging reflective film; fixing the cover film with soil bags; and forming a field planting infiltration ditch. The technology disclosed by the invention is novel in design, unique in structure and widely applicable. The key technical problem of low survival rate of afforestation on a dry stone hillside landform is thoroughly solved. Moreover, according to the technology, the investment is small, the operation is easy and the effect is quickly realized. The technology has great practicability and generalization performances.

The invention relates to an automatic spraying protection process for a stone slab. The stone slab is sprayed, dried by a fan and dried by an oven while being conveyed on a conveying frame. The automatic spraying protection process is characterized by comprising the following steps: i) atomizing a protective agent through compressed air; ii) spraying the atomized protective agent onto the six surfaces of the stone slab; iii) drying the stone slab protected for the first time by the fan; iv) drying the protected stone slab by the oven; v) spraying the atomized protective agent onto the six surfaces of the dried stone slab; and vi) drying the stone slab by the fan. According to the stone slab processed by the method, the labor cost is saved, the protection efficiency is improved, and the protective agent permeates into the interior of the stone slab to form a deep protection layer for preventing the stone slab from being polluted and damaged.

The invention belongs to the technical field of highway engineering testing, and in particular relates to a method for evaluating adhesion of an anti-rut agent to a stone material. The method includesthe steps of taking an appropriate amount of clean and dry stone sample of 2.36-9.5mm size, recording the sample as m1, placing the sample in an oven of 180+/-2 DEG C for 5 h or more; according to the engineering actual additive amount, weighing the dry anti-rut agent sample in proportion, and recording the sample as m2; discharging the mixture into a clean enamel tray, performing film sealing, freezing the mixture into at 80 DEG C below zero for 1 h or more, taking the mixture and removing the film, immediately placing the mixture into a 120 DEG C oven with a shaking table function, performing heating for 30 min, shaking out at 100 rmp, scraping the anti-rut agent out and weighing the anti-rut agent, and recording the anti-rut agent as m3; wherein when the mass adhesion ratio is calculated, the greater the value, the better it indicates the adhesion of the anti-rut agent to the stone material. Compared with the prior art, the method is simple to operate and good in repeatability, theadhesion between the anti-rutting agent and the stone material can be evaluated directly and quickly, and the method is of great significance for construction and production.

The invention discloses a construction process of a pavement structure of an ecological cold-mixed permeable asphalt structure. The process comprises the following steps: S1, cleaning and drying stones, cleaning the stones, checking whether soil remains on the surfaces of the stones or not, and drying the stones by a dryer to keep the stones dry as much as possible; S2, screening the stones, specifically, screening the sizes of the stones through a screen, and selecting the stones with a particle size of 0.5-1 cm; and S3, cleaning and checking a base layer, washing and cleaning the base layer,and waiting for the surface of the base layer to be dried. The invention relates to the construction process of the pavement structure of the ecological cold-mixed permeable asphalt structure. Cold-mixed asphalt stirred in a factory can be suitable for all-weather use, hot-mixing construction of traditional colored permeable asphalt is improved, an asphalt hot-mixing station does not need to be found any more, construction in winter does not affect strength, raw materials are easy to obtain, only a colored permeable asphalt stock solution and the stones of a set specification are needed, environment protection is facilitated, construction is simple, and operation is easy and convenient.

The invention discloses a method for preparing enteric stone-like omphalia for treating cancers. The preparation method comprises the following steps: performing ultrasonic cleaning on fresh high-quality stone-like omphalia in a sodium bicarbonate solution; drying the cleaned stone-like omphalia in a fume hook; slicing the dried stone-like omphalia, putting the sliced stone-like omphalia into a container, immersing with a sodium chloride solution, and drying to obtain dried stone-like omphalia; crushing the stone-like omphalia to obtain stone-like omphalia fine powder; granulating with certain auxiliary materials by adopting a dynamic extraction low-temperature concentration process; tabletting, and taking film coating for enteric medicines as a coating material. The traditional Chinese medicine is sclerotium of polyporaceae omphalialapidescens, massive clinical tests prove that the enteric coated stone-like omphalia has the effects of softening hard mass and removing tumor, and reducing lumps, can be used for promoting a human body to restore the capability of synthesizing albumin and increasing immunity, has the effects of relieving dysuria and relaxing, is good in effect, and adopts the enteric coating material to ensure that the stone-like omphalia is not dissolved in stomach and is dissolved and absorbed in small intestine, so that the drug effect can be better played, and the stomach can be protected.

The invention discloses a dry sand, stone, beach and slope water accumulation and rainwater collection transplanting tube and belongs to equipment for dry stone differentiation beach and slope fast one-step ecological and economic type renovation and sealed greening in the dry area, desert area and rocky desertification area. The tube comprises a tube bottom and a tube cover which are connected to a rope fastener. The transplanting tube is novel in design, unique in structure and wide in application, and the problems of water retention of the domestic and international dry sand and stone differentiation beach and slope fast one-step ecological and economic type renovation and sealed greening operation are solved; the survival rate of seedlings transplanted by the transplanting tube can be larger than 96% in one growth period (4 to 10 months); the transplanting tube has the advantages of low investment, easiness for operation and high efficiency, practicality and popularization.

The invention provides a dry stone pitching method. A rubble masonry and a pebble masonry serve as a masonry body. Rubble in the rubber masonry is of a block shape, the middle thickness of the rubble is larger than or equal to 20 cm, the thickness of pebbles in the pebble masonry is smaller than or equal to 30 cm, and the ratio between the length and the thickness ranges from 1.0 to 1.5. A downstream slope is flattened and punned so that the slope is smooth; selected rock blocks are conveyed to a filler portion for filling; ultimately, a protective fence is formed through a steel mesh with the thickness of 2 mm on a built work face, and the inner side of the work face is provided with a steel mesh with the thickness of 2 mm. The type and the specification of the masonry are strictly selected, so that the protective function of a dry stone slope is greatly improved.

The invention discloses an earth and rockfill dam anti-ice pushing and pulling structure and a construction method thereof, an anti-ice pushing and pulling box comprises a frame of a cuboid structure, dry stone is placed in the frame, and iron wires are arranged on all faces of the frame and used for blocking the dry stone. The anti-icing and ice-pushing pulling boxes are sequentially arranged on a riding track in the dam axis direction of the earth and rockfill dam, and the riding track is located in a winter water level change area of an upstream dam slope of the dam. During construction, the lowest temperature and the maximum ice thickness of the earth and rockfill dam in winter over the years are firstly collected, then ice thrust is calculated, and an anti-ice-pushing pulling box capable of meeting the static ice pressure requirement is manufactured; and finally, the anti-icing and ice-pushing pulling boxes are sequentially arranged on an upstream dam slope riding track in the dam axis direction of the earth and rockfill dam. The device has the advantage of being high in ice pushing and pulling prevention capacity, and earth and rockfill dam slope protection ice pushing and pulling damage can be avoided; an original dam protection slope does not need to be changed, the method can adapt to earth and rockfill dams of different structures, slope ratios, dam heights and dam lengths, and the applicability is high; the construction is simple; the cost is low, and the like.

The invention provides a method for building a city watercourse regulation and storage waterlogging prevention system. The city watercourse regulation and storage waterlogging prevention system comprises an overflow dyke, wet pond wetland areas and a river bank land area which are sequentially arranged from a watercourse to river bank direction, and a mucky clay layer is arranged on a foundation surface layer located between the watercourse and the river bank land area. The method for building the city watercourse regulation and storage waterlogging prevention system comprises the following steps that parts of waterfront belts located on the two sides of the watercourse are arranged as the wet pond wetland areas, parts of existing watercourses located outside the watercourse blue line range are arranged as wet ponds, and the position of the wet ponds is enabled to correspond to a watercourse upper edge line planned originally; and building is carried out by using a construction mode ofloading soil with a straw bag to form the overflow dyke, the levee crown of the overflow dyke corresponds to the design water level control line, and dry stone walls are built on the levee crown of the overflow dyke and a levee slope of a backward watercourse. According to the method for building the city watercourse regulation and storage waterlogging prevention system, the parts of existing watercourses can be fully used, a foundation with the surface layer of the mucky clay layer is adapted, the ecological environment of the watercourse waterfront belts is enriched, and the regulation andstorage amount of the watercourse is increased.

The invention relates to a river section structure for relieving urban land tension. The river section structure consists of a rectangular section, a water accessibility bank slope and a land territory control ground in sequence, wherein the rectangular section consists of a natural river bottom and a dry stone upright wall; the water accessibility bank slope consists of a water accessibility platform and an ecological side slope; the land territory control ground is positioned above the water accessibility bank slope. The river section structure is characterized in that the land territory control ground rises no less than a planned safe free board in the outward longitudinal direction, and the rise value is 0.5-1 meter. By designing the land territory control ground with the safe free board, the blue-line land territory control range can be fully utilized. By adopting a rectangular section structure on a main river channel, land is saved, the safety is ensured, and various functions of the river channel are not weakened, thereby eliminating the contradiction between urban land development and water.