20 results about "Adobe" patented technology

The invention discloses a building full life cycle-oriented BIM data asset precipitation and operation management system. The system comprises six modules including a multi-source data conflict resolution module, a Beidou grid coding association module, a space-time fusion index module, an AEM asset integration module, a full cycle BIM processing module and a data asset operation module. According to the system, a building multi-source data conflict resolution and lightweight algorithm, a Beidou grid coding space-time asset association model and a data space-time fusion and spatial index model are utilized, and an Adobe Explosion Manager Assets platform is combined, so that BIM data of the whole life cycle of a building is processed. Through module collaboration, multi-source data conflicts are eliminated, data space-time association and fusion are achieved, the data are integrated to a professional platform, and a full-cycle data association graph is formed and operated. According to the system, the problems of low data integration efficiency, insufficient time-space association and the like in the prior art are solved, effective precipitation and efficient operation of BIM data assets are realized, and support is provided for refined management of buildings.

The utility model discloses a microwave forming device for ceramic processing, which comprises a microwave drying box, an induced draft fan and an electric telescopic rod are fixedly mounted on the top surface of the microwave drying box, a pneumatic mechanism capable of moving up and down in the microwave drying box is fixed at the output end of the electric telescopic rod, and the pneumatic mechanism comprises a fixed disc. A stand column is fixed to the center position in the fixing disc. Negative pressure is generated when the induced draft fan works, air is sucked in through the air suction nozzle, the air is exhausted out of the microwave drying box through the air distribution pipe, the telescopic rod inner cavity of the electric telescopic rod and the air guide pipe, and the electric telescopic rod drives the pneumatic mechanism to gradually descend into the adobe vessel. Air with high humidity in the adobe vessel is sucked out of the microwave drying box through the multiple air suction nozzles arranged in the circumferential direction of the fixing disc, air outside the adobe vessel is sucked into the adobe vessel due to the fact that the air pressure in the adobe vessel is reduced, circulation of air inside and outside the ceramic adobe vessel is achieved, and the drying efficiency is improved.

The utility model relates to the technical field of determination tank, especially for a kind of slope farmland soil erosion determination tank, including fixed tank, the inside of fixed tank is slidably provided with sliding groove, the one side of sliding groove is fixedly provided with air blowing pump, air blowing pump is connectly provided with air jet pipe by pipeline, the inside of sliding groove is fixedly provided with several spray pipes, the bottom of sliding groove is fixedly provided with adobe tray, sliding groove can flexibly slide in fixed tank, can adjust position according to the size of adobe sample or experimental requirement, greatly improve the flexibility and adaptability of experiment, simultaneously, after sliding groove is received in fixed tank, device volume is greatly reduced, it is convenient to store and store, save space, the bottom of device is equipped with universal wheel, can be easily moved to different experimental sites, without complex disassembly and assembly process, greatly improve experimental efficiency, especially applicable to the situation needing to be experimented in multiple locations.

The conveying assembly line device comprises a belt conveying assembly line and a plurality of feeding and discharging assemblies, the belt conveying assembly line comprises a conveying belt, a belt roller set, a conveying driving mechanism and a positioning calibration mechanism, and the belt roller set is sleeved with the conveying belt; the conveying driving mechanism is in transmission connection with the belt roller set, the positioning calibration mechanism comprises an encoder and a positioning calibration wheel which are connected with each other, the peripheral wall of the positioning calibration wheel abuts against the surface of the conveying belt so as to rotate along with the conveying belt, and the encoder is used for detecting the rotating angle of the positioning calibration wheel; the multiple feeding and discharging assemblies are sequentially arranged at intervals in the conveying direction of the conveying belt. The actual moving distance of the conveying belt is obtained through the encoder, the actual moving distance is compared with the set distance, and the difference value obtained after comparison is supplemented into the next round of movement, so that the conveying belt has the distance automatic compensation function in the fixed-distance movement process, and accurate positioning is achieved.

The invention discloses a reinforcing structure and method for Tibetan blockhouse load-bearing wood component joints, and belongs to the technical field of building construction.The reinforcing method for wood components comprises the steps that a wood beam and an adobe wall are tied, and then polyurea grouting liquid is poured into the wood beam and the adobe wall; after the reinforcing strap, the connecting batten plate and the high-strength bolt share the reinforcing function, polyurea grouting liquid is poured into the whole, and therefore the deformation coordination capacity of a wood component and other bearing components is improved. The reinforcing method is scientific and reasonable, rubber type elastic colloid is innovatively adopted for cooperative reinforcement with the wood beam and the adobe wall, the pull screw is reinforced, the uplift bearing capacity of the joint is improved, meanwhile, the sliding energy dissipation mechanism of the tenon-and-mortise membrane material is reserved, and the earthquake energy dissipation capacity is improved; and a force transmission path is formed through effective tying of the wood columns, the sheet stone and the straw stalk composite floor, displacement deformation of the wood columns is reduced under the combined action of the rubber elastic colloid and the steel strap, and finally reinforcing construction of the Tibetan blockhouse bearing wood component is completed.

The invention relates to the technical field of building equipment, in particular to classical dwelling adobe wall curing construction equipment and method. According to the technical scheme, the device comprises a construction control assembly, the construction control assembly comprises a traveling base, a machining transposition assembly used for adjusting the construction range and a control driving assembly used for construction, and the control driving assembly comprises an external protection box arranged on the surface of the traveling base. An auxiliary sliding cavity rod moves forwards, a closing door is pushed to be opened, release of slurry, a curing agent and waterproof paint is facilitated, after the slurry fills the wall face, the curing agent is evenly sprayed to the wall face, uniform permeation is ensured, after the curing agent is dried, two pieces of transparent waterproof paint are externally coated, the weather resistance and waterproof performance of the wall face are enhanced, and the waterproof effect of the wall face is improved. Meanwhile, the style appearance of an original building adobe wall can be embodied, and attractiveness and durability are guaranteed at the same time.

The utility model discloses a rapid forming device for a stone kiln adobe model, which relates to the field of building construction and comprises a support unit, a transmission unit and a rolling unit. The supporting unit comprises a supporting frame, a driving bracket and a driving source; the driving bracket is fixedly mounted on the inner side of the supporting frame; the driving source is arranged on one side of the driving bracket; the transmission unit comprises a transmission rod and a connecting rod; according to the rapid forming device for the stone kiln adobe model, the stone kiln adobe model is supported in an auxiliary mode through the supporting frame, so that the stone kiln adobe model is more stable in the manufacturing process and prevented from collapsing in the manufacturing process, the driving source drives the transmission rod to rotate so as to drive the rolling wheel to roll the adobe, the adobe is evenly rolled, and the stone kiln adobe model is more stable in forming. And through the vibration unit, the rolling wheel vibrates while rolling the adobe to rotate, so that the adobe is compacted more tightly.

The utility model relates to the technical field of building construction, in particular to a screw pile cap construction device which comprises a top plate, a rectangular frame is arranged at the bottom of the top plate in a matched mode, clamping plates are arranged on the four edges of the rectangular frame in a rotating mode, a connecting frame body is vertically fixed to the middle of the upper side of the top plate, and a rotating control mechanism matched with the four clamping plates is arranged on the connecting frame body. According to the utility model, the condition that an adobe is loosened and separated during excavation can be effectively avoided, one-step forming of a pile cap tunnel is effectively ensured, meanwhile, flexible adjustment setting can be carried out, and flexible construction setting of a pile cap is met.

The application discloses a BIM data asset precipitation and operation management system for the whole life cycle of a building, which comprises six modules, namely, multi-source data conflict resolution, Beidou grid coding correlation, time-space fusion index, AEM asset integration, whole-cycle BIM processing and data asset operation. The system utilizes multi-source data conflict resolution and lightweight algorithm, Beidou grid coding time-space asset correlation model and data time-space fusion and space index model, and combines with the Adobe Experience Manager Assets platform to process the BIM data of the whole life cycle of the building. Through module cooperation, multi-source data conflicts are resolved, time-space correlation and fusion of data are realized, the data are integrated into a professional platform, a whole-cycle data correlation graph is formed and operation is carried out. The system overcomes the problems of low data integration efficiency and insufficient time-space correlation in the prior art, realizes effective precipitation and efficient operation of BIM data assets, and provides support for fine management of buildings.

The utility model relates to the technical field of supports, and discloses a concrete brick steam curing support which comprises a support body, a sliding plate is connected in each sliding groove in a sliding mode, a limiting assembly used for limiting and fixing each sliding plate is arranged in each installation groove, and a plurality of rotating mechanisms are arranged between the left side end and the right side end of the support body. The supporting plate, the sliding grooves, the sliding plates and the limiting assemblies are arranged in a matched mode, the sliding plates are pulled out to place the concrete bricks, then the sliding plates completely slide into the sliding grooves, the concrete bricks can be prevented from being in contact with other soil bricks, the concrete bricks are prevented from being damaged, and the concrete bricks are prevented from being damaged. And meanwhile, the concrete bricks can be prevented from being in contact with the support or the top supporting plate, so that the situation that corners of the concrete bricks are collided and damaged in the placing or taking process of the concrete bricks is avoided, and the quality and the appearance of the concrete bricks are prevented from being influenced.

The present invention relates to a method for regenerating planting soil from dredged silt, comprising the following steps: filtering the dredged silt to reduce its water content and obtain dried silt residue; crushing construction waste with both water absorption and water retention properties, and screening out four main particle size modification materials according to different particle sizes, wherein the particle sizes of the four modification materials are, from small to large, 0.002-0.01 mm, 0.01-0.05 mm, 0.05-0.28 mm, and 0.28-2.00 mm; adding the four particle size modification materials to the silt residue and stirring and mixing to obtain planting adobe soil; adding micro anaerobic compost balls with a slow-release humus function to the planting adobe soil and stirring; and curing the planting adobe soil at room temperature to obtain planting soil. This application has the effect of improving the accuracy of dredged silt particle size modification and ensuring the stability of the humus content in the early stages of regenerating planting soil.

The utility model relates to the technical field of green brick production, in particular to a green brick cutting machine which comprises a bottom plate and a pushing mechanism, the pushing mechanism comprises a pushing plate, a lead screw, a first gear, a second gear, a motor, two limiting rods, two moving blocks, two baffles and a driving assembly, the pushing plate is arranged above the bottom plate, the lead screw is rotationally connected with the pushing plate, and the driving assembly is arranged on the bottom plate. The first gear is fixedly connected with the lead screw, the motor is fixedly connected with the push plate, the second gear is fixedly connected with the motor, the first gear is meshed with the second gear, the two moving blocks are in threaded connection with the lead screw, the baffle is fixedly connected with the two moving blocks, the two limiting rods are fixedly connected with the push plate, and the driving assembly is arranged on one side of the push plate. The problems that after an adobe passes through a cutting plate and is cut into a plurality of soil blocks, but the soil blocks with the corresponding sizes cannot be fixed according to needs, so that the sizes of the soil blocks at the two ends are inconsistent after the adobe is cut, and the production efficiency is affected are solved.

The utility model provides an adobe wall reinforcing structure, which belongs to the field of building wall reinforcing, and comprises an outer reinforcing layer, an inner reinforcing layer and reinforcing nails, the inner reinforcing layer is coated outside the wall, the outer reinforcing layer is coated outside the inner reinforcing layer, the reinforcing nails are connected with the wall, the outer reinforcing layer and the inner reinforcing layer, the reinforcing nails are uniformly distributed on the wall, and the reinforcing nails are connected with the outer reinforcing layer and the inner reinforcing layer. The reinforcing nail is composed of a connecting column, a fixing nail and a fixing cap. The utility model has the beneficial effects that the connection is stable, and the wall is prevented from being broken.

The present invention relates to a traction extrusion slipform construction equipment and a construction method for a highway drainage ditch. The equipment is pulled by a winch and consists of a load-bearing frame, a guide device, a pump material storage device, a cross-section adjustment device, and a surface finishing device. The guide device of the equipment can ensure that the equipment moves along the fixed axis direction of the adobe groove, so as to realize the construction of drainage ditches with a large difference between the groove width and the equipment width; the cross-section adjustment function of the equipment forming template can be used to complete the construction of drainage ditches with different cross-sectional shapes and sizes; the surface finishing device of the equipment can realize automatic surface finishing after the drainage ditch slipform is formed. When the drainage ditch is subjected to traction extrusion slipform construction, the reasonable range of concrete slump is 10-45mm, the vibration frequency range of the vibrating rod is 30-60Hz, the amplitude range of the vibrating rod is 1.5-2.5mm, the vibration time range of the concrete is 15s-30s, and the slipform speed range is 0.6m / min-1.2m / min. The construction equipment and method are fast, reliable, and economical, and have good prospects for promotion and application.

The invention discloses an energy-saving and environment-friendly wall structure, and belongs to the technical field of buildings. Comprising a wall body, the wall body comprises an outer wall, an inner wall and a stone wall, and the outer wall and the inner wall are built on the stone wall; the outer wall is formed by horizontally building black bricks; the inner wall is formed by vertically building adobe; a gap of 1-2 cm is reserved between the inner wall and the outer wall, and an upper opening of the inner wall is flush with an upper opening of the outer wall. An in-wall column is arranged on the inner side of the lower wall of the beam head, and the in-wall column, the inner wall and the outer wall are pulled into a whole through tiger-head nails built in the wall body; a beam stabilizing plate is arranged at the top of the in-wall column and is used for reducing the upper pressure borne by the in-wall column; a plurality of printing stones are arranged in the middle of the wall body and at the corners of the wall in a staggered mode, and the printing stones transversely penetrate through the wall body and are built in the wall body to firmly pull the outer wall and the adobe inner wall. The method is mainly suitable for external enclosure walls of load-bearing walls of civil houses below two floors, and is also suitable for building walls of classical-imitating buildings. And the service life is long.

The invention discloses a temperature prediction, regulation and control method and system based on a cob wall sunlight greenhouse, and relates to the field of agricultural facility environment control. Environmental data such as film transmission irradiation and indoor and outdoor temperature and humidity are collected through a multi-source sensor, and after preprocessing, an energy conservation differential equation set covering a multi-layer structure is established; a Crank-Nicolson format is adopted for discretization, an RK4 method and other numerical strategies are adopted for solving, and a temperature prediction curve is output in combination with parameter sample parallel computing and post-processing; and based on a prediction result and real-time data, multi-dimensional control instructions of film rolling, ventilation and the like are generated through model-free reinforcement learning, and compliance operation is guaranteed in cooperation with a safety supervision mechanism. The method integrates the advantages of a physical model and data driving, solves the problems of low greenhouse temperature regulation and control precision, response lag and the like in northwest cold and arid regions, has prediction robustness, regulation and control intelligence and engineering expandability, and is suitable for large-scale popularization.

The present invention relates to the technical field of ancient building restoration, in particular to a construction process for laying and painting adobe walls. The painting process for adobe walls comprises the following steps: painting a first layer of straw-reinforced ash on the adobe wall, compacting the first layer of straw-reinforced ash, and then airing it for one day; covering the first layer of straw-reinforced ash with a second layer of straw-reinforced ash, compacting the second layer of straw-reinforced ash, and then airing it for three days; covering the second layer of straw-reinforced ash with a first layer of paper-reinforced ash; and covering the first layer of paper-reinforced ash with a second layer of paper-reinforced ash. The construction process for laying adobe walls comprises the following steps: laying adobe walls on a large wooden frame in a layered manner using adobe bricks, with a height of each layer being 1-1.5 meters, and after seven days of airing, laying the next layer until the adobe wall reaches the elevation. By optimizing the construction process for laying and painting, problems such as hollowing, cracking, peeling, or shelling of the adobe wall can be effectively avoided.

The invention belongs to the technical field of building materials, and particularly relates to a traditional mortar modified immature soil material for improving comprehensive performance, which is prepared from the following raw materials in parts by mass: 80 to 90 parts of immature soil, 6.5 to 8 parts of glutinous rice mortar, 6 to 10 parts of egg white mortar and 0.8 to 1 part of brown sugar mortar. Compared with the prior art, the compressive strength, the water resistance and the thermal performance of the modified immature soil material are greatly improved, and the prepared immature soil material can be effectively applied to the fields of immature soil building reinforcement, cultural relic and ancient building repair and the like.

This utility model discloses a reinforced connection structure to prevent the floor slab from separating from the adobe wall in a Tibetan-style fortified house. It includes several angle steels, tie bolts (first and second), and nuts. A through hole is formed in the floor slab, with angle steels on both outer sides of the through hole. The angle steels are fixed to the floor slab by the tie bolts and nuts. The end of the floor slab is sealed to the adobe wall with polyurea grout. The other end of the angle steels is connected to the adobe wall by nuts, tie bolts (second), and a steel plate. The reinforcement method designed in this utility model is scientifically sound and innovatively employs a rubber-based elastic colloid for synergistic reinforcement of the floor slab and adobe wall. Combined with the strengthening effect of the tie bolts, it improves the tensile strength of the joints while preserving the sliding energy dissipation mechanism between the floor slab and the adobe wall, enhancing seismic energy dissipation. The combined action of the rubber-based elastic colloid and the high-strength tie bolts reduces the likelihood of the floor slab continuously separating, ultimately completing the reinforcement of the load-bearing wooden components of the Tibetan-style fortified house.

The utility model relates to the technical field of ceramic glaze dipping, and discloses a novel ceramic glaze dipping mechanism which is characterized in that a motor is mounted on one side of the top end of an inserting rod, gears are rotationally connected to the top ends of the motor and the inserting rod respectively, the two gears are meshed and connected, a chuck is arranged on the upper surface of the gear on the top of the inserting rod, and a plurality of swing rods are mounted on the inner walls of the periphery of the chuck respectively; and the outer diameter ends of the plurality of swing rods are provided with lifting hooks. Through the arrangement of the swing rods, the motor and the gear, the motor drives the gear of the rod body to rotate, the swing rods rotate to drive the lifting hook at the outer end to rotate in a suspended mode, the lifting hook drives the multiple adobe bodies in the net groove cage to rotate in the soaking box, and a large amount of glaze slip is poured into the cage for circulation through inertia of the net groove cage. Omnibearing glaze dipping processing is conducted on the adobe through flowing glaze slip, the mechanism can conduct glaze dipping processing on a plurality of ceramic adobe bodies at the same time, and the processing efficiency is improved.