42 results about "Land acquisition" patented technology

The invention relates to the field of water conservancy and hydropower engineering construction land acquisition and physical index investigation, in particular to a method and a system for quickly generating a mountainous area riverway type reservoir inundation area based on a high-precision DEM (Digital Elevation Model), and aims to solve the problems of poor reservoir inundation area generation precision, long time consumption and large personal error in the prior art. The method comprises the following steps: acquiring or generating a reservoir reach DEM, a river section line and a water return meter, and preprocessing; expanding section lines to divide river channel units; calculating a grid water level based on inverse distance weighting interpolation, and comparing the grid water level with DEM elevation to determine a submerged area grid; and generating a closed surface domain through boundary tracking and smoothing processing, and combining to obtain a whole submerged region. The method gives consideration to efficiency and precision, supports second-level dynamic generation of multiple schemes, improves analysis precision and efficiency, is suitable for mountainous river type reservoirs, and provides data support for scheme comparison and selection and object investigation.

The utility model provides a lattice type tower pile-cylinder combined foundation. The lattice type tower pile-cylinder combined foundation comprises a cylinder-shaped foundation, pile bodies, connecting rods and connecting assemblies. The multiple pile bodies are evenly arranged in the circumferential direction of the cylindrical foundation. The connecting rods are in one-to-one correspondence with the pile bodies, the connecting rods are mounted on the pile bodies, and the other ends of the connecting rods are mounted on the cylindrical foundation; the connecting assembly is connected with the upper end of the pile body and a bottom supporting rod of the lattice type tower. Load of the barrel-shaped foundation is transmitted to the pile bodies on the periphery through the connecting rods, the pile bodies provide large anti-bending bearing capacity for the barrel-shaped foundation, and the burial depth of the barrel-shaped foundation is reduced. And therefore, the lattice type tower can be supported and fixed by adopting one barrel-shaped foundation, and the problems that the lattice type tower has high requirements on the bearing capacity of the foundation and the land acquisition area is large are solved.

The present application relates to a kind of fishing oil layer casing open hole sidetracking method, belong to petroleum drilling completion technical field.The specific steps are as follows: for the characteristics of different types of reservoir, establish fine geological model, quantitatively study the distribution of remaining oil;The oil layer casing is taken out from downhole, surface casing is retained, while introducing navigation gyroscope not affected by magnetic interference, avoid random windowing state in downhole;From the wellhead, use special tools to complete one windowing, repair window;According to the lithology and trajectory control requirements, select drilling assembly and directional tool, use wireless drilling instrument or wired drilling instrument, scientific control full angle change rate, accurately control well trajectory, new oil layer casing is lowered in the surface casing below the original wellbore.According to different types of reservoir, formulate targeted sidetracking completion method.The present application utilizes existing resources, reduces capital investment, mainly reduces drilling footage, utilizes existing ground pipe network and equipment, reduces land acquisition and other tedious work.

The invention discloses an engineering immigrant land investigation method, system and device, and relates to the technical field of land investigation, and the method comprises the steps: obtaining a land orthoimage and land three-dimensional point cloud data obtained by photographing a land in a land acquisition range through an unmanned aerial vehicle, and taking the land orthoimage and the land three-dimensional point cloud data as input, identifying land types of the land in the land acquisition range by using the trained land type identification model, generating a GIS file, obtaining a land position input instruction, identifying the land of the ownership in the GIS file based on the land position input instruction, obtaining an identified GIS file, and storing the identified GIS file in a database; based on the identified GIS file, a land survey table of the land of the ownership is generated, and the ownership carries out electronic signature in the land survey table. According to the method, the engineering immigrant land investigation work can be efficiently and accurately carried out.

This application relates to the field of track devices and discloses a maglev vehicle track structure, comprising: a conventional maglev track including a conventional track beam and a stator mounting base disposed on the conventional track beam for mounting a conventional long stator; sliding surfaces are provided on both sides of the top surface of the conventional track beam, and guide surfaces are provided on both side walls of the conventional track beam to guide the conventional vehicle; and a superconducting maglev track including superconducting track beams located on both sides of the conventional track beam; guide running surfaces are provided on the upper part of the side walls of the superconducting track beams to support the guide wheels of the superconducting vehicle; each superconducting track beam is provided with a coil mounting slot for mounting coil assemblies that cooperate with the superconducting vehicle to achieve levitation guidance and traction functions. This track structure, compatible with both conventional and superconducting maglev on the same line, improves land utilization and reduces land acquisition investment; it can meet the testing and operation needs of both conventional and superconducting vehicles, improving track utilization; and the shared equipment between conventional and superconducting vehicles reduces construction costs.

The invention discloses a project planning and site selection method based on available land analysis and land development cost estimation, and the method comprises the steps: carrying out the land current situation analysis of land parcels to be selected one by one, i.e., carrying out the spatial overlay analysis of the screened land parcels to be selected meeting conditions and the land utilization current situation data of adjacent years, analyzing the land current situation of each land parcel, and carrying out the calculation of the land development cost of each land parcel; comprising the following steps: further analyzing the areas and proportions of cultivated land and forest land for the agricultural land, estimating the land cost based on the land current situation analysis result of a to-be-selected land parcel, and calculating the land cost according to the agricultural land area, the cultivated land area, the forest land area and the current policy. According to the method, cultivated land purchase indexes and capital costs required for land acquisition compensation are estimated, land parcels to be selected are sorted according to different dimensions such as occupied cultivated land areas, land capital costs, landforms and the like, government departments can conveniently check land element input-output ratios and land performance evaluation, and the pertinence of investment attraction and the efficiency and accuracy of project planning and site selection are improved.

This invention belongs to the field of demolition cost assessment technology, specifically disclosing a method for assessing railway route selection and land acquisition costs based on a big data model. The method includes the following steps: constructing a graphical database and a core land acquisition database; acquiring policy-related land acquisition documents and dynamic data for the target area; creating an external database; identifying key factors affecting land acquisition costs; constructing a big data prediction model for land acquisition costs; training the model; and integrating it into a railway route selection design system. When inputting or modifying route plans in the route selection design system, the system calls the big data prediction model for land acquisition costs in real time. Based on the geometric parameters and spatial location of the route, it dynamically calculates and feeds back the corresponding land acquisition cost prediction results, adjusting the route plan until cost control requirements are met. This technical solution achieves dynamic and accurate assessment of land acquisition costs through the deep integration of multi-source heterogeneous databases and a big data prediction model.

This invention relates to the field of land acquisition and physical indicator surveys for water conservancy and hydropower engineering construction, specifically to a method and system for rapidly generating inundation areas of mountainous river-type reservoirs based on high-precision DEMs. It aims to solve the problems of poor accuracy, long processing time, and large human error in existing technologies for generating inundation areas. The method includes: acquiring or generating the reservoir river section DEM, river cross-section lines, and backwater meters, and preprocessing them; expanding the cross-section lines to divide the river into units; calculating the grid water level based on the inverse distance weighted interpolation method and comparing it with the DEM elevation to determine the inundation area grid; generating closed surface regions through boundary tracing and smoothing, and merging them to obtain the entire inundation area. This method balances efficiency and accuracy, supports dynamic generation of multiple schemes within seconds, improves analysis accuracy and efficiency, and is suitable for mountainous river-type reservoirs, providing data support for scheme comparison and physical surveys.

The invention belongs to the field of river and lake sludge treatment and comprehensive utilization, and discloses a river and lake sludge in-situ curing treatment method for a dam foundation of a hydraulic structure, which comprises the following steps: building earth rock cofferdams at the upstream and downstream of the dam foundation, and driving steel sheet piles into the cofferdams; river and lake open water is led away through the water diversion channel; foundation pit retaining walls are built at the downstream slope toe of the upstream cofferdam, the upstream slope toe of the downstream cofferdam and the upstream slope toes of the embankments on the two sides; curing the dam foundation sludge surrounded by the retaining wall in situ by adopting a supercharged vacuum preloading method; and the solidified dam foundation is subjected to vibro-replacement gravel pile or immersed tube gravel pile reinforcement and compaction treatment, and the requirement for the bearing capacity of the dam foundation is met after treatment. According to the method, the river and lake sludge is comprehensively utilized, the sludge is solidified into the dam foundation of the hydraulic structure on site, a series of problems of outward transportation of the river and lake sludge, land acquisition and storage, sludge treatment and the like are effectively solved, meanwhile, a large amount of cost can be saved, the ecological environment is protected, economic benefits and social benefits are remarkable, and new quality productivity is effectively improved.

The present invention provides a method for arranging a quarry that takes into account the layout of a switch station. The quarry is arranged within a reservoir layout area and is characterized in that: a wide quarry road is provided at an elevation above the water level in the quarry. The width of the wide road matches the width required for arranging switches. The road is used to arrange the switch station after the quarry is mined. The switch station leads the line through a cable hole. A cable hole is provided in the mountain of the quarry. The cable hole and the switch station are on a plane, intersecting vertically or at a large angle close to vertical, which facilitates the layout of the cable. The present invention reserves a wide road at an elevation above the water level that is convenient for arranging connecting roads, and arranges the switch station, thereby solving the problem of difficult site selection for the switch station when constructing a pumped storage power station in a mountainous canyon area. At the same time, the combined arrangement of the two can save a large amount of costs such as excavation, slope support, drainage interception, roads, land acquisition and resettlement, greatly saving project investment, saving land resources, and reducing damage to the ecological environment.

The invention relates to the technical field of fish migration in water conservancy and hydropower engineering, in particular to a framed bent supporting structure for fishway engineering of a hydropower station, which comprises an engineering foundation part for providing a supporting foundation; the fishway part comprises a fishway side wall which is arranged above the engineering foundation part and used for forming a fishway aqueduct, and the fishway aqueduct is used for providing a fishway with the height increased during fish migration; the hydropower station fishway project adopts a framed bent supporting structure, and is suitable for construction of a hydropower station fishway in a mountainous area with wide land acquisition range, large slope excavation volume, high environmental protection requirement and strict ecological red line control; the occupied area of a project and the slope excavation scale are effectively reduced, the water and soil loss phenomenon is relieved, and the ecological environment of a sensitive area can be effectively protected; the scheme of proper slope ratio and circling design is adopted, the elevation of the fishway is increased through the framed bent supporting structure, the continuity and comfort of a fish migration channel are facilitated, and the requirement for fish upstream migration in the high-altitude mountainous area can be met.

The application discloses a kind of bauxite residue precision drying method and system of yard in situ redundancy design, it is related to industrial solid waste treatment and resource technology field, including bauxite conditioning pretreatment, mechanical deep pre-dewatering stage, yard in situ redundancy controllable natural airing stage and double-layer heat preservation greenhouse redundancy deep drying stage.The advantages are that all operations are completed in the existing hard area of bauxite residue yard, zero additional land acquisition, the energy system is mainly based on natural wind and solar energy, mechanical electric energy, and industrial low-temperature waste heat is only used as an emergency auxiliary in extreme weather, with the advantages of strong production capacity guarantee, small drying quality fluctuation, low energy consumption and adaptation to full-element high-value recovery.

This invention relates to the field of bridge engineering technology, specifically to a bridge pile foundation construction method. By utilizing culverts to drain river water and constructing earthen embankments to provide a construction site for bridge pile foundation construction, a large amount of earthwork can be effectively reduced. Furthermore, this method has a simple construction process and does not require additional temporary land acquisition to build access roads or bridges, thus effectively reducing construction costs.

The application discloses a kind of steel bone-concrete filled steel tube truss tower of triangular support, including fan, steel tower section, adapter section, truss section, independent foundation, independent foundation is fixed on ground by foundation bolt, truss section is set on independent foundation, truss section is set as triangular support truss tower, and support assembly is arranged in independent foundation.The application is triangular support, and the structure torsional performance is more optimal;Corner column uses steel pipe-steel bone concrete, increases rigidity while reducing the amount of steel;Independent foundation reduces land occupation area, saves land acquisition cost;Steel pipe is added with steel bone and grouting concrete inside, inner and outer steel pipes can be used as construction formwork, to avoid concrete surface quality problem in stripping process;Double prestress tensioning, increase the stability and tensile property of structure, while ensuring that concrete will not crack;Truss section component is all produced in factory, and scattered parts are transported to site installation, which significantly improves construction efficiency and ensures construction quality.

The utility model discloses a submerging line boundary pile for construction land acquisition and immigrant engineering survey, which comprises a pile body (4), the top surface of the pile body is arranged as a mark surface (11), the pile body comprises a first cylinder and a second cylinder, the cross sectional area of the first cylinder is larger than that of the second cylinder, and the first cylinder and the second cylinder are arranged in a staggered mode. The lower end of the first cylinder body is connected with the upper end of the second cylinder body, the first cylinder body is filled with concrete (5), the upper part of the second cylinder body is provided with a mortar pouring port (7), and mortar overflow holes (9) are distributed in a cylinder body of the second cylinder body. The utility model has the functional characteristics of environmental protection, portability, durability, attractive appearance and high efficiency.

The invention relates to the technical field of linear water conservancy project construction planning, and discloses an enterprise management method and device for linear water conservancy project construction land acquisition, and the method comprises the steps: recognizing an enterprise range inflection point coordinate in a target linear water conservancy project construction land acquisition processing range, the enterprise range of the target enterprise is generated based on the enterprise range inflection point coordinates; determining an enterprise range related to the construction land acquisition based on the construction land acquisition processing range and the enterprise range of the target enterprise; generating vectorized enterprise investigation information based on the enterprise investigation data of the target enterprise; generating linear hydraulic engineering construction land acquisition enterprise influence distribution data based on the construction land acquisition processing range, the enterprise range of the target enterprise, the enterprise range related to the construction land acquisition and the vectorized enterprise investigation information; and determining an enterprise compensation management strategy based on the linear hydraulic engineering construction land acquisition enterprise influence distribution data. According to the method, the influence of linear hydraulic engineering construction land acquisition on enterprises can be scientifically and reasonably identified.

The utility model provides a land expropriation and immigrant information acquisition device, which belongs to the technical field of FDM type 3D printers and comprises a U-shaped seat, a mounting box is arranged at the top of the U-shaped seat, a support plate is movably arranged on the U-shaped seat, a scanning input instrument is movably arranged on the support plate, and lifting components for lifting the support plate are arranged on the U-shaped seat and the mounting box. The utility model solves the problems that the handheld scanning and recording instrument is easy to shake during scanning, so that the scanned content is not clear, the text information extraction and identification are not accurate, the summarizing work is influenced, and the summarizing efficiency is reduced.

The invention discloses an immigrant management information system fund safety guarantee system construction method and device and a medium, and relates to the technical field of immigrant fund safety management.The method comprises the specific steps that a distributed data chassis is constructed to store immigrant project data, a data verification method is adopted to conduct credible data verification on the immigrant project data, and a data verification result is obtained; an identity authentication and access control model is established for identity authentication, an intelligent fund contract is established, the intelligent fund contract is executed after the identity authentication is passed, the fund flow generated in the process of executing the intelligent fund contract is monitored in real time, abnormity is identified, and risk early warning is triggered. The layered architecture and the refined authority design can adapt to the requirements of water conservancy project immigrant projects of different scales, provide technical support for transparency, standardization and high efficiency of immigrant management work, and are suitable for various water conservancy project land acquisition immigrant fund safety guarantee scenes.

The application discloses a GIS-based traffic project land acquisition and demolition digital management system and method, and particularly relates to the technical field of geographic information intelligent monitoring, NDVI vegetation features of satellite images and building contour feature maps of unmanned aerial vehicle data are extracted respectively, unified geographic projection conversion is carried out in combination with sensor coordinate flow, a cross-modal feature alignment mechanism driven by an adversarial network is set, multi-scale spatial correlation features are extracted through wavelet transform, space-time consistency compensation coefficients are dynamically generated in combination with sensor displacement vectors, and a dynamic weight fusion model is used to realize adaptive fusion of multi-source data with centimeter-level precision; the spatial distance between boundary posts and demolition red lines is calculated in real time through a ray tracing algorithm, a dynamic safety threshold is generated in combination with historical dispute rates, the lagging defect of traditional static threshold early warning is broken through, and the precision and timeliness bottleneck problems in land acquisition and demolition management are solved by constructing multi-source geographic data fusion and dynamic early warning.

The invention discloses a barrel type foundation structure of a wind driven generator and a construction method of the barrel type foundation structure. The barrel type foundation structure of the wind driven generator comprises a bearing platform and a barrel body, and the bearing platform is suitable for being connected with a tower barrel of the wind driven generator; the barrel is arranged below the bearing platform and connected with the bearing platform, the barrel comprises a plurality of pile bodies, and the multiple pile bodies are continuously arranged along an annular track and define a closed annular structure; and in the axial direction of the pile bodies, any two adjacent pile bodies are embedded from the bottoms of the pile bodies to the tops of the pile bodies, so that no gap exists between the two adjacent pile bodies. According to the technical scheme, the upsetting moment borne by the upper portion of the wind driven generator is resisted through the counter-acting force generated by soil on the cylinder, the force transmission mode of the foundation is changed, and the problems that a traditional extended foundation or pile foundation is large in occupied area and large in excavation are solved. Therefore, the cylindrical foundation can reduce the occupied area of the foundation, improve the adaptability to limited sites, increase potential machine sites and reduce the land acquisition cost.

The invention discloses a light soil widening construction method for a high-filling road section, and belongs to the technical field of highway reconstruction and extension, the widening side of an existing roadbed is excavated to form widening steps, drilling is performed to implant anti-sliding anchor rods, and reinforcing meshes are laid to form an integral anti-sliding and anti-overturning structure; the light soil is adopted for layered pouring construction, the self-leveling and self-compacting characteristics of the light soil are utilized, rolling and vibrating are not needed, and vertical widening is achieved. Construction does not need sloping, and a large amount of land acquisition and demolition cost is saved; connection and fixation between the prefabricated panel and the stand column can be rapidly achieved, the actual construction efficiency is improved, the structure adjustment is flexible, different stand column structures and installation errors of actual construction can be adapted, the connection stability between the prefabricated panel and the stand column is guaranteed, and the practicability is high. The method is suitable for rapid reconstruction and extension projects of high-fill road sections such as expressways and urban expressways.

The invention discloses a live-action three-dimensional model-based land acquisition demolition cost rapid evaluation method, and relates to the technical field of demolition cost evaluation. Comprising the corresponding stages of loading of a live-action three-dimensional model and geographic data, processing of geographic space data, analysis of a space relationship between land parcels and red lines, processing of a space analysis request, statistical calculation of an area and statistics of land acquisition and removal cost. Multi-format geographic data hybrid uploading and unified coordinate system conversion are supported, the area is calculated in combination with Alberts equal-area projection, and it is ensured that data are reliable and results are accurate; request processing is optimized, repeated calculation is avoided by means of path table caching, conjoint analysis is performed by means of parallel processing of an eight-process pool, a spatial relation judgment standard is defined, and efficiency and preciseness are improved; the cost is flexibly calculated according to the attributes of the land parcels, the process standardization is realized, and the result is stored as a geojson file containing complete information, so that tracing and docking are facilitated, the labor cost is reduced, and project decision and cost control are facilitated.

The invention discloses a prefabricated beam bridge upper portion widening construction method based on a steel structure bent cap, belongs to the technical field of bridge engineering construction, is suitable for reconstruction and extension of existing prefabricated T-beam or small box beam bridges, and is particularly suitable for road sections with limited transverse under-bridge space or difficult characterization and disassembly. The method comprises the following steps: preprocessing an existing structure; an extension supporting structure is constructed; erecting a newly-added upper structure; connecting new and old structures; constructing a bridge deck system; and constructing guardrails and accessory structures. The method does not need to add abutments, adopts prefabricated construction, can solve the problems of limited space or difficult characterization and disassembly, improves the construction efficiency and bridge integrity, and is suitable for highway reconstruction and extension.

The utility model discloses a wide riverway low water head non-overflow dam section structure, which adopts a cantilever type non-overflow dam section and comprises a front toe, a bottom plate, a vertical arm, a vertical wall, a wall back backfill area and a dry stone slope protection, the front toe is positioned at the front end of the bottom plate, a section of slope surface is arranged on the top surface of the bottom plate, the vertical arm is arranged on the top surface of the junction of the front toe and the bottom plate, and the vertical wall is arranged on the vertical arm. The upstream face of the vertical arm is a vertical face perpendicular to the horizontal plane, the downstream face of the vertical arm is provided with a slope face which intersects with the slope face of the top face of the bottom plate, the top of the vertical arm is provided with a vertical wall, the downstream side of the vertical wall vertically intersects with the downstream slope of the vertical arm, and the downstream side of the vertical arm and the downstream side of the vertical wall are backfilled to form a backfilling area behind the wall. And the backwater side of the backfill area behind the wall adopts a slope surface, and the slope surface adopts dry stone slope protection. The project amount is saved through body type optimization, the project cost is reduced, and the land acquisition problem and the water conservation and environmental protection problem caused by stacking of a large amount of waste slag are effectively solved. And more economical, environment-friendly and sustainable development of the non-overflow dam section structure is achieved.

This utility model relates to a novel deformation lidar mounting bracket, which, from bottom to top, includes a forced centering base and several layers of brackets. The forced centering base is fixed to the observation pier by connectors. A protruding stud (first type) is provided at the center of its top surface, and a protruding stud (second type) is provided at the center of the top surface of each bracket. A threaded hole is provided at the center of the bottom surface of the bracket, which can be threadedly connected to either stud (first type) or stud (second type). The outer diameter of the lower layer of brackets is larger than that of the upper layer of brackets, and several protruding studs (third type) are arranged on the edge of the top surface of each layer of brackets. The studs (third type) are used to connect the deformation lidar. The advantages are: by setting lidar points at different heights, more deformation observation points can be covered as much as possible, reducing the number of lidar point installation locations, reducing land acquisition and financial pressure; and by setting mounting brackets of different sizes, it can meet the needs of various water conservancy construction projects, thus broadening the applicability of the equipment to a certain extent.

The invention relates to a 220kV prefabricated cabin type transformer substation which comprises a three-dimensional multi-layer prefabricated cabin and a supporting foundation, the prefabricated cabin comprises a first-layer prefabricated cabin and a second-layer outdoor platform, primary equipment and auxiliary equipment are arranged in the first-layer prefabricated cabin, and the second-layer outdoor platform is located above the first-layer prefabricated cabin. High-voltage equipment and a second-layer prefabricated cabin are arranged on the second-layer outdoor platform, secondary equipment is arranged in the second-layer prefabricated cabin, the supporting foundation comprises a prefabricated independent foundation body and a prefabricated cross beam, the prefabricated independent foundation body is vertically arranged in the foundation pit, and the prefabricated cross beam is horizontally fixed to the upper portion of the prefabricated independent foundation body and used for supporting the prefabricated cabin; compared with a traditional distributed prefabricated cabin layout, the scheme is beneficial for reducing the total plane occupied area, the land acquisition cost is reduced, only foundation node pouring, cabin body hoisting and splicing and a small amount of external wiring need to be conducted on site, and the construction period is shortened.

The application specifically discloses a power transformation framework, which comprises support assemblies, at least two of which are arranged at intervals along a first direction, at least one of the support assemblies comprises a first support part and a second support part which are connected to each other, and a crossbeam assembly which is erected between two adjacent support assemblies; wherein the first support part is located between the crossbeam assembly and the second support part, the first support part is made of composite insulating material, and the second support part is made of metal material. Since the first support part connected to the crossbeam assembly is made of composite insulating material, the first support part has excellent electrical insulation performance, so that the electrical safety distance between the conductor and the support assembly can be reduced, thereby effectively reducing the width of the power transformation framework and the land acquisition cost, and meanwhile, the second support part is made of metal material, so that the cost can be reduced. In addition, the support assembly with the above-mentioned composite structure is light in weight, not prone to rust and cracking, and the problems of difficult transportation, installation and maintenance are solved correspondingly, and the transportation and installation cost is reduced.

The invention relates to a method for replacing a T-beam by using a railway station, which comprises the following steps of: selecting an existing beam manufacturing enterprise to prefabricate the required T-beam, reconstructing the existing railway station within the range of an existing railway red line to form an in-station reconstructed beam storage field and a temporary shortcut, and transporting to a demolished railway bridge through the existing railway line to complete the replacement of the T-beam. The method breaks through the conventional concept, fully utilizes the existing resources, reasonably reconstructs the railway station in a compliance manner, arranges the large temporary project in the railway red line range, avoids occupying large-area temporary land, saves the time of land expropriation and demolition and beam manufacturing field construction, and is stable in construction period, reasonable in project and economical in investment. The method is suitable for T-beam replacement projects of existing mountainous railway bridges and river-crossing railway bridges.

The application discloses a land resource supply and demand intelligent matching method, and belongs to the technical field of data processing and intelligent recommendation. The method comprises the following steps: acquiring the interactive behavior data of demand parties on land plots, historical land acquisition records, basic information and preset behavior type depth weights; determining a decision cycle reference value based on the historical land acquisition records; performing time decay processing on preference scores according to the decision cycle reference value, the depth weights of corresponding behavior types and behavior occurrence times; determining the similarity between demand parties according to the basic information, the historical land acquisition records and the interactive behavior data; and determining the predicted interest degree of demand parties on non-interacted land plots and generating a recommendation result according to a land plot similarity matching algorithm, the similarity, the decayed preference scores and the similarity. Through the implementation of the application, the problem that the traditional recommendation algorithm adopts a global unified time decay function to cause preference distortion can be solved, adaptive modeling of user preference timeliness can be realized, and the matching accuracy of supply and demand can be improved.

The utility model relates to spiral pile technical field, concretely for the mounting structure of energy storage system with quick dismounting recovery based on spiral pile, including spiral pile and the pile body of setting in the ground of spiral pile tail part, the mounting assembly of the top of spiral pile can be connected with energy storage system box body, the top of mounting assembly is connected with extension assembly, the mounting assembly includes the second flange plate of screwing with spiral pile, the utility model discloses the mounting structure of energy storage system with quick dismounting recovery based on spiral pile, when the service life ends or needs to remove, can integrally remove and remove, has no pollution to environment, does not destroy ground, does not leave permanent structure, in addition, the installation of spiral pile is small to ground disturbance, can reduce the demand of construction land index and land acquisition permission to reduce relevant approval work and project cost, can fast construction in the installation process simultaneously, need not concrete pouring and maintenance, significantly shorten the installation period.