7results about How to "Reduce engineering time" patented technology

The utility model relates to the technical field of UVA curing, in particular to a UVA industrial curing module which comprises a circuit layer, a heat conduction and dissipation copper substrate, a box dam layer, a circuit layer, a UVLED chip and an optical lens, and the circuit layer on the heat conduction and dissipation copper substrate is provided with six evenly-distributed light-emitting areas. The 24 UVLED chips are fixed on the circuit layer through elargol in a Die-bonding mode, then electrodes of the UVLED chips and lead pins are conducted through gold threads in a Wire-Bonding mode, a whole column of six 2 * 2 LEDs connected in series is formed, the optical lens is installed above the UVLED chips to change the focusing focal length, and the UVLED chips are fixed on the circuit layer in a die-bonding mode. Heat generated by light emitting of the UVLED chip is conducted to the radiator through the heat conduction and heat dissipation copper substrate below, UV light emitted by the UVLED chip can be used for curing the light sensation material, and due to the fact that the curing time of light curing is short, a pipeline of one meter can be repaired within several minutes, and compared with several hours of excavation type repairing, the engineering time and cost can be greatly reduced.

The application discloses a process and device for an ultra-deep underwater suction bucket foundation, and belongs to the technical field of sinking and installing a large offshore floating platform; a support beam is fixed to a side deck; a hoisting beam is connected with a connector A, the connector A is connected with a suction bucket, and the hoisting beam is connected with a lifting hook; a crane hoists and sidely hoists into water; the crane is adjusted to hang the connector A in the support beam and continue to sink until all the weight is transferred; the connector A is removed from the hoisting beam, the connector B is connected with the hoisting beam and connected with the connector A; the crane is adjusted to separate the connector A from the support beam, so that the suction bucket continues to sink after all the weight is transferred to the crane; the above steps are repeated to continuously connect the connector B and a lifting cable C until the suction bucket is sunk into mud; the lifting cable B is removed after the sinking of the suction bucket is completed; the load is temporarily transferred by means of the deck of a construction ship through the series connection of the connection structure, the selectivity of construction resources is greatly widened, the working cost is reduced, and time is saved.

The utility model discloses an asphalt pavement rolling device which comprises a machine body, two supporting rods are welded to the bottom face of the machine body, the side faces, close to each other, of the two supporting rods are jointly connected with a rotating shaft, a groove is formed in the upper surface of the machine body, and two sliding grooves are formed in the upper surface of the machine body. And a threaded rod is rotationally connected to the inner wall of the groove, a fixing base is bolted to the bottom face of the machine body, a first motor is arranged on the upper surface of the fixing base, and a first sliding block is slidably connected to the inner wall of the groove. According to the utility model, the fixed block, the sliding block I and the threaded rod are arranged, the sliding block I is driven by the motor I to move horizontally to drive the balancing weight I to move, and the horizontal movement of the sliding block I is accurately controlled by the motor I, so that the position of the balancing weight I can be accurately adjusted, and the weight distribution of the road roller is accurately controlled; the contact pressure between the road roller and the road surface can be changed by adjusting the position of the balancing weight I, so that the compaction efficiency is improved.

The application discloses a deep-buried pipeline positioning method and system based on magnetic gradient values and belongs to the technical field of underground pipeline detection. The method comprises the following steps: calculating an effective magnetization inclination; obtaining an observation curve of a vertical magnetic gradient sequence in a single-hole measuring well adjacent to a target pipeline, extracting an extreme point depth value and calculating an extreme value distance; calculating an absolute value of a horizontal lateral distance between the target pipeline and the single-hole measuring well; generating a theoretical curve according to the absolute value and a preset initial depth, comparing the theoretical curve with a shape feature of the observation curve, determining a horizontal position and determining a positive or negative symbol of the horizontal lateral distance; and finally, according to the signed horizontal lateral distance, the extreme point depth value and a dimensionless parameter, the accurate burial depth of the target pipeline is inversely calculated. The application can directly analyze the spatial position parameters of the pipeline only by using single-hole data, effectively overcomes the multi-solution problem of inversion, significantly reduces the engineering cost and improves the detection accuracy.

This utility model relates to the technical field of geogrid splicing tools, specifically, to a rapid splicing and connection device for geogrids. It includes multiple geogrid bodies, each with multiple exposed holes. Multiple splicing and fixing components are provided between adjacent geogrid bodies. Each splicing and fixing component includes a first insertion rod and a second insertion rod inserted through the corresponding exposed hole. An insertion cone is fixedly installed at the bottom end of both the first and second insertion rods. A color marking plate is fixedly installed on the top of both the first and second insertion rods. An upper force-bearing plate is fixedly installed at the top of both the first and second insertion rods. A horizontally positioned horizontal column is fixedly installed on the top of the first insertion rod. The second insertion rod is sleeved on the horizontal column and slidably connected to it. This utility model facilitates rapid splicing and connection operations, is simple to operate, and convenient to use.

This invention discloses a method for automatically generating structured meshes and terrain for canals based on parametric modeling. This method involves parametrically inputting canal design parameters and original terrain data, and sequentially executing five core steps: original terrain interpolation and fusion, generation of straight channel meshes and terrain, generation of curved channel meshes and terrain, seamless stitching of straight and curved meshes with terrain, and mesh-terrain format conversion and structured reconstruction. The entire process is automated using MATLAB code. This invention addresses the pain points of existing technologies, such as distortion in straight-curved stitching, low automation, and poor digital twin adaptability. The generated structured mesh is accurately adapted to the 3D terrain and can be directly imported into numerical simulation software and digital twin platforms. It provides high-precision data support for canal engineering design, hydraulic characteristic analysis, and digital twin system construction, and is suitable for engineering needs involving multiple sections of alternating straight and curved artificial canals.

The invention relates to the technical field of engineering design, in particular to a drainage mode screening method based on a highway subgrade stratum structure. The method comprises the following steps: S1, acquiring a stratigraphic structure type of a highway subgrade; s2, acquiring different stratum structure parameters according to the stratum structure type; s3, selecting a corresponding drainage mode according to the obtained stratum structure parameters; according to the method, the drainage modes of the highway subgrade are screened and matched according to the stratum structure characteristics of different types of highway subgrades and the drainage principle, the structural characteristics and the drainage effect of the drainage structure, so that the drainage modes are more suitable for the stratum structure, the drainage effect is guaranteed, and meanwhile the drainage efficiency is improved. The engineering amount and the construction cost during construction of the drainage structure are remarkably reduced, the engineering time is shortened, the damage degree of the drainage structure to the stratum is also reduced, and protection of the road environment ecological environment is facilitated.