14 results about "Slope position" patented technology

The invention discloses a kind of frame beam soil covering equipment, including support plate (1), the front side of support plate (1) is equipped with two parallel climbing tracks (2), and climbing track (2) is equipped with climbing guide groove (5), and the lower end of climbing track (2) is hinged with support plate (1), and transport vehicle (3) is equipped between two climbing tracks (2), and the bottom of transport vehicle (3) is equipped with two rows of gyro wheel (4), and two rows of gyro wheel (4) are located in the climbing guide groove (5) of two climbing tracks (2) respectively, and lifting car is equipped with winch mechanism (6) between support plate (1);The lower part of climbing track (2) is equipped with guide rail (7), and guide rail (7) is equipped with guide guide groove (8), and the upper end of guide rail (7) is hinged with climbing track (2).The present application has the advantages of low equipment cost, low use cost and easy to reach the slope position, and good safety, low failure rate.

The present invention discloses a slope positioning method for geological surveying and mapping, which relates to the technical field of geological surveying and mapping. The method comprises utilizing surveying equipment and satellite remote sensing to obtain the precision of the surveying equipment, the actual measured coordinates of slope feature points relative to a reference point, the image resolution, and the theoretical coordinates of the slope feature points, performing correction processing on the theoretical coordinates and the actual measured coordinates, obtaining the corrected feature point coordinates, performing horizontal boundary optimization processing on the corrected feature point coordinates, obtaining the horizontal boundary optimized feature point coordinates, performing precision fusion processing on the horizontal boundary optimized feature point coordinates, obtaining the precision fused feature point coordinates, and stopping iteration until the difference between the precision fused feature point coordinates and the corrected feature point coordinates meets an iterative change threshold. The present invention improves the precision of slope positioning, the accuracy of boundary fitting, and the reliability of comprehensive positioning in measurement and mapping, thereby improving the overall efficiency of the slope positioning method for geological surveying and mapping.

The utility model discloses a slope position anti-sliding cantilever raft foundation structure. The slope position anti-sliding cantilever raft foundation structure comprises a raft, stress piles, pre-stressed anchor cables and anti-sliding grooves. The raft comprises an inward extending section and an overhanging section, the inward extending section is erected on the top of the slope, the overhanging section is suspended on the slope surface of the slope, the stress piles and the anti-sliding grooves are connected with the inward extending section and fixed in a slope soil body, and the stress piles can provide pulling resistance to balance the gravity of loads above the overhanging section and prevent the overhanging section from toppling towards the slope surface side of the slope; the anti-sliding grooves can fix the raft plate to the top of the slope, and the raft plate is prevented from moving towards the slope surface side of the slope. After being tensioned, the pre-stressed anchor cables can provide pre-stress above the raft plate for the raft plate so as to counteract the gravity of a load above the raft plate, and the raft plate is prevented from sinking and deforming. Thus, compared with a traditional reinforcing mode, the structure is simple, the construction period can be effectively shortened, the construction cost is effectively reduced, meanwhile, the structure is designed on the basis of mechanics, and the building can extend out of the side slope and is more ornamental.

The present application relates to pipeline installation construction technical field, specifically to a kind of slope section pressure steel pipe installation method, including S1, traction equipment erection, traction equipment includes the deflection pulley being arranged in slope top and the winch being arranged in slope bottom;S2, pipe trench excavation;S3, track laying;S4, pipe section transport installation;S5, pier construction;S6, earthwork backfilling;S7, detection test.The present application is a kind of slope section pressure steel pipe installation method, by setting winch in slope bottom, deflection pulley is set in slope top, pipe section can be transported from slope bottom to slope top, the problem that the pipe section cannot be transported on the top of slope in prior art can be overcome;By using the butt joint installation of pipe section from top to bottom, cooperate pier to fix pipe section, the installation problem of the pipe section of slope section pressure steel pipe in prior art, which cannot be transported on the top of slope, can be overcome;By pipe trench alignment adjustment, adjust the size of corner at variable slope, so that pipe section can smoothly pass through variable slope position, avoid position interference.

The application discloses a kind of dry valley ecological collaborative repair method and system based on slope position grading, comprising the following steps: establishing the slope position grading model for partitioning the slope of dry valley, obtaining the site condition parameters of dry valley, using the slope position grading model to partition the slope of dry valley, the slope position of dry valley slope is divided into upper area, middle area and lower area;Identify the key factors affecting the repair target in the repair strategy, and establish the relationship model between the site condition parameters of each partition and the key factors, according to the corresponding relationship model of each partition and the repair strategy, obtain the repair scheme of each partition. With the whole slope as the evaluation object, accurately match the key site conditions such as wind erosion and moisture evaporation, gravel stratum rainwater infiltration under specific ecological environment of dry valley, realize accurate grading and partition of slope position, provide a reliable basis for accurately formulating and matching the management and repair scheme of different dry valley slopes.

The invention relates to the technical field of water conservancy slope protection, in particular to a water conservancy construction slope protection device and a using method thereof.The water conservancy construction slope protection device comprises an upper driver and a lower driver which are arranged at the upper plane position and the lower plane position of a slope protection correspondingly, and an intercepting piece flatly laid at the side slope position in the middle of the slope protection through the upper driver and the lower driver; the intercepting piece is composed of an embedding hole, an ecological brick, a limiting ground pile and an ecological blanket used for distributing kudzu vines and oysters; the loading box is arranged between the upper driver and the lower driver; and the traction mechanism is arranged on the upper driver and the lower driver. The upper driver and the lower driver are correspondingly arranged on the upper plane and the lower plane of the protection slope, so that a loading box corresponding to the slope in the middle of the protection slope is arranged between the upper driver and the lower driver, the embedding holes distributed at equal intervals are formed in the protection slope, and the ecological bricks and the limiting ground piles are arranged through the embedding holes, so that the structural strength of the slope in the middle of the protection slope is enhanced; and water and soil loss caused by gravity and water flow effects is reduced.

The utility model discloses a device for preventing collapse of an open stope slope, and belongs to the field of open stope slopes. The anchor rod comprises an anchor rod body, a guide head is arranged at one end of the anchor rod body, a gasket is arranged at the other end of the anchor rod body, a mounting box is arranged on the outer wall of the gasket, and a mounting cavity is reserved in the mounting box. The rock-soil side slope reinforcing structure solves the problem that after an existing rock-soil side slope reinforcing structure is erected, the reinforcing position can not be detected, and consequently the collapse of a rock-soil side slope can not be found in time when the rock-soil side slope is preliminarily collapsed, and after the anchor rods are supported through the isolation piles, concrete is filled, and the side slope position of a stope is supported. The collapse generated at the slope position of the stope can change the angle of the anchor rod, the angle of the anchor rod can be continuously monitored through the position of the tilt angle sensor in the mounting box when the angle of the anchor rod is changed, and an alarm is given out after the tilt angle sensor detects the angle change.

The invention discloses an ecological collaborative restoration method and system for an arid valley based on slope classification, and the method comprises the following steps: building a slope classification model for partitioning the slope surface of the arid valley, obtaining the site condition parameters of the arid valley, employing the slope classification model to partition the slope surface of the arid valley, and obtaining the site condition parameters of the arid valley. The slope position of the arid river valley slope surface is divided into an upper area, a middle area and a lower area; and identifying key factors influencing the repair target in the repair strategy, establishing a relation model between the site condition parameters of each partition and the key factors, and obtaining a repair scheme of each partition according to the relation model and the repair strategy corresponding to each partition. The whole slope surface is used as an evaluation object, key site conditions such as wind erosion and water evaporation and gravel stratum rainwater infiltration in a specific ecological environment of the arid river valley are accurately matched, accurate grading and partitioning of slope positions of the slope surface are achieved, and a reliable foundation is provided for accurately formulating and matching treatment and restoration schemes of different arid river valley slope surfaces.

The invention provides an ecological concrete porous slope fixing device for side slope water and soil conservation, which comprises a protection slope, the protection slope is arranged in a trapezoid shape, a slope foundation is arranged at the bottom of the protection slope, a plurality of cavity grooves are sequentially formed in the slope position of the protection slope, a slope surface is arranged on the surface of the top of the protection slope, and transverse strips are arranged on the two sides of the top of the slope foundation respectively. A pushing mechanism used for pushing the slope fixing device to move is arranged in the middle of the slope protection, the slope foundation is adopted, the porous slope of slope ecological concrete is mainly used as a supporting table top, an ecological concrete porous device is placed on the slope foundation, and a transverse pressing cylinder is adopted as a balancing weight to conduct specific stress supporting between the balancing weight and a transverse bearing bracket. The resistance roll shaft and the outer frame are combined, the balancing weights are locked through the locking rods, the supporting weight of the front end position is changed under the supporting of the balancing weights, and the whole balance is kept.

The utility model discloses a train model rail mounting device, which belongs to the technical field of models, and comprises a guide slope positioned above a rail model, the guide slope is provided with a placement section and a rail injection section, the height of the guide slope is gradually reduced from the placement section to the rail injection section, and the rail injection section is provided with a rail groove matched with the rail model. And aligning the locomotive or the carriage with the track model at the injection section. The train model can stably and smoothly enter the track model through the guide slope and the guide plate, the running smoothness of the train model is improved, the problem that the train model and the track model are not easy to align is solved, and the dislocation phenomenon is avoided.

The utility model relates to the technical field of air fork positioning, in particular to a positioning mechanism for a shoulder control air fork, which is characterized in that a socket is welded on a first support, an inserting rod is welded on a second support, a bayonet is arranged on the inserting rod, a clamping head is connected onto the socket in a sliding manner, a return spring is sleeved on the clamping head, and the return spring is connected with a spring. The clamping heads are clamped in the corresponding clamping openings, and the input ends of the clamping heads are in lap joint with conical covers. When the rotary knob moves along the screw head on the socket, the rotary knob can move towards the slope table, the rotary knob is provided with a conical cover, the conical cover makes contact with the slope table firstly, the conical cover on the rotary knob can extrude the slope table along with movement of the rotary knob, and the slope table is extruded to drive the clamping head to move towards the interior of the through opening. The clamping head can be clamped into the clamping opening through the through opening, so that the whole inserting rod is fixed, the first main body and the second main body can be positioned and locked, overall fixing is achieved, rapid positioning of the shoulder control air fork can be achieved through the arrangement, and operation is convenient.

The invention relates to a raisable parking system, characterised in that it comprises a movable platform (1) that includes at least one speed bump (2), the platform being arranged between two different levels and being able to move from an inclined position to a horizontal position by means of an elevation system (4) controlled by a remote (3).

The application discloses a method for highway slope vegetation recovery and construction, and belongs to the field of slope greening and ecological environmental protection. Based on the investigation of the built highway slope vegetation coverage and the basic engineering condition indexes and the plant growth basic construction indexes, the indexes are sequentially optimized by using the field investigation and image recognition method, an optimization-prediction-reoptimization-reprediction mode is formed, the basic construction indexes of the slope vegetation recovery are continuously optimized until the slope vegetation recovery effect reaches the good or better grade, and the optimization scheme of the slope recovery process is proposed for indexes which cannot be optimized, such as the slope direction, the slope position, the slope position and the altitude. The method for the highway slope vegetation recovery and construction can optimize the highway slope greening mode, screen the applicable ecological recovery method and improve the slope ecological recovery effect.

The utility model discloses a loess landslide physical simulation test device, including simulation test device main part, the soil recovery groove and the roof are installed on simulation test device main part, the roof below is installed with the inclined plane board, and the inclined plane board is located soil recovery groove top, is equipped with the suspension mechanism on the inclined plane board, including the front lift rod and rear lift rod, the utility model discloses, introduce the suspension mechanism in loess landslide simulation test system, after simulation test official start, use suspension mechanism and carry the inclined plane board of loess of test to the established simulation slope position of promotion, for the reliability and stability of guaranteeing the adjustment component in the test process, the adjustment component scientific and reasonable setting is in the upper area of inclined plane board, through this layout mode, when loess landslide phenomenon, can effectively prevent the loess that slides to the adjustment component formation bury, avoid the operation failure of adjustment component due to loess bury, thereby ensure that the whole simulation test can be according to the preset scheme accurately, orderly advance.