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144 results about "Laser displacement meter" patented technology

High-precision large-format solid projection 3D printing system and printing method thereof

The invention belongs to the technical field of 3D printing, and particularly relates to a high-precision large-format solid projection 3D printing system and a printing method thereof. A light path projected out of a DLP optical projector is reflected and projected through a thin film light splitter to enter a projection lens, the projection lens projects the light path to the interfacial surfaceof a thin film and resin in a resin tank, a laser displacement meter is arranged on one side of the projection lens, an image controller is arranged on one side of the thin film light splitter, a monitoring light path of the image controller coincides with the projection light path reflected through the thin film light splitter, a sample table is located in the resin tank, the thin film is arranged in the resin tank, a mobile control system controls the resin tank, the sample table and the thin film to move, a three-dimensional geometric model is cut into a two-dimensional picture, the picture is read by a printing system in sequence and is projected to the interfacial surface of the thin film and the resin, exposure is carried out to form a curing layer, the sample table descends and isseparated from the thin film, and repeated exposure is carried out in sequence; and high-precision large-format machining capacity is achieved, and he advanced precise cutting-in means is provided forthe micro-machining field.
Owner:重庆摩方科技有限公司

Measuring device for early-aged cement-based material thermal expansion coefficient under different environmental conditions and measuring method

InactiveCN102384927AAccurate measurement of early-age thermal expansion coefficient valuesAccurate measurement of thermal expansion coefficient valuesMaterial thermal coefficient of expansionThermal dilatationLight energy
The invention discloses a measuring device for early-aged cement-based material thermal expansion coefficient under different environmental conditions and a measuring method, wherein the measuring device includes a seal test box with the heat-insulating and the moisture-holding functions, a sliding trolley, a humidifier, a heater, a light energy source, a test box inside humiture sensor and a test piece inside humiture sensor are arranged in the seal test box; laser displacement meter terminals are arranged at the two ends of the sliding trolley; laser displacement meters matched with the laser displacement meter terminals for use are arranged outside the seal test box; and a humidifier controller used for controlling the humidifier, a heater controller used for controlling the heater, and a light energy source light energy quantity automatic controller used for controlling the light energy source are also arranged outside the seal test box. Through adopting the device, the linear deformation measurement can be performed after the cement-based material has slight plasticity, and the thermal expansion coefficient of the early-aged cement-based material under a certain temperature, relative humidity and sun radiation can be measured.
Owner:HOHAI UNIV

Universal surface-shaped material tension, strain and deflection testing device and testing method

The invention discloses a universal surface-shaped material tension, strain and deflection testing device which comprises a pressure loading system, a test sample holding platform, a pre-stress loading system and a testing and data acquisition system, wherein the pressure loading system consists of a counterforce vertical column, a transverse beam, a base, a servo feeding device A and a loading head; the pre-stress loading system comprises a servo feeding device B, a tension sensor and a loading plate; the testing system comprises a pressure sensor, a displacement sensor and a laser displacement meter; the data acquisition system comprises a data acquirer and a computer. A prepared test sample is placed on the test sample holding platform, pre-stress and pressure are respectively exerted to the surface-shaped material test sample through the pre-stress loading system and the pressure loading system, data tested by different sensors are read by the testing and data acquisition system, and the pressure, the displacement and the deflection of the surface-shaped material test sample are calculated. By adopting the testing device, experiment testing on surface-shaped materials of different materials and different constraint conditions can be met.
Owner:SHANDONG UNIV OF SCI & TECH

Hydraulic model test water surface profile and flow velocity measuring device and method

The invention provides a hydraulic model test water surface profile and flow velocity measuring device and method. The device comprises two fixed guide rails, a movable guide rail which is perpendicular to the fixed guide rails and can move back and forth along the fixed guide rails is arranged on the two fixed guide rails, a movable measuring device is arranged on the movable guide rails, a first movable measuring rod and a second movable measuring rod which can both move up and down are vertically arranged on the outer side of the movable measuring device, the bottom of the first movable measuring rod is provided with a light touch switch, and an outward extending probe of a laser distance meter is fixed to a thin-walled sleeve outside the first movable measuring rod; the bottom of the second movable measuring rod is provided with a propeller flow velocity meter, and the top of the movable measuring device is provided with an outward extending probe of a laser displacement meter; and the laser distance meter, the laser displacement meter, the propeller flow velocity meter, a driving device and the light touch switch are connected with a single chip microcomputer in the movable measuring device, the single chip microcomputer is in communication with a remote controller through a signal receiver, and display output of measured data is conducted by the single chip microcomputer and a signal receiving displayer through wireless transmission equipment.
Owner:SHANDONG UNIV

Movable container type high-precision micro-pressure detection device

The invention relates to a micro-pressure detection device, belongs to the detection field, and provides a movable container type high-precision micro-pressure detection device. The movable container type high-precision micro-pressure detection device is characterized in that the movable container type high-precision micro-pressure detection device comprises a fixed container and a movable container, the fixed container and the movable container are communicated through a soft pipe, the movable container is arranged on a lifting platform, the lifting platform is arranged on a lifting guide rail and is driven by a lifting screw to descend or ascend on the lifting guide rail, the lifting screw is driven by a stepping motor, a grating ruler is arranged beside the lifting platform, laser displacement meters used for metering liquid level heights are arranged on the top of the movable container and the top of the fixed container, the fixed container or the movable container is provided with a pressure connector, the stepping motor, the grating ruler and the laser displacement meters are in electric connection with a controller, and the controller comprises a pressure measurement module and a pressure control module. The grating ruler and the laser displacement meters send measured data to the pressure measurement module for micro-pressure measurement and computation, and the pressure control module is connected with the stepping motor and the pressure connector to control the pressure to be stable and starting and stopping of the stepping motor.
Owner:SHANGHAI INST OF MEASUREMENT & TESTING TECH

Method for Adjusting Volume of Combustion Chamber of Engine

In order to adjust the volume of the combustion chamber with high accuracy, a cylinder head 200 includes a recess 204 constituting part of the combustion chamber of the engine and a mating surface for a cylinder block. The recess 204 includes a plurality of openings to which a plurality of specific members are attached respectively. The mating surface 202 is formed to have a cutting stock with respect to three-dimensional shape data of the cylinder head 200 designed to have a target combustion chamber volume. The adjusting method further comprises measuring the surface shape of the recess and the shape of the mating surface around the recess by successively changing the irradiation position of a laser beam using a line laser displacement meter. The adjusting method further comprises removing data of regions equivalent to the plurality of openings from measurement data by comparing the measurement data obtained by the line laser displacement meter with the three-dimensional shape data. The adjusting method still further comprises: calculating the volume of the recess 204 based on the measurement data from which the regions equivalent to the plurality of openings are removed; and deciding the cutting amount of the mating surface 202 by comparing the calculated volume of the recess 204 with a volume of the recess 204 based on the three-dimensional shape data.
Owner:DMG MORI SEIKI CO LTD

Measuring system for self-constriction of early-age concrete

The invention relates to a measuring system for self-constriction of early-age concrete. The measuring system comprises a concrete test piece, an intelligent curing box and a computer with control software, wherein the concrete test piece is externally provided with the intelligent curing box which is used for controlling the concrete test piece to be in a temperature constant state; the two sides of the intelligent curing box are provided with laser displacement meters and brackets of the displacement meters; and a base is arranged at the bottom of the intelligent curing box. The measuring system has the beneficial effects that the volume change and deformation of the early-age concrete can be measured effectively, and in particular can realize the accurate measurement on self-constriction deformation beginning from the finishing moment of casting; as the concrete test piece is in the preset temperature constant state all the time, the influence of the temperature change of the concrete to the self-constriction is eliminated, and the temperature deformation of the concrete does not need to be reduced; the laser displacement meters are used for measuring the self-constriction deformation, the accuracy is high, and the influence of environments is low; both the hardware setting and the measurement process monitoring can be realized by the computer and the software, so that the errors of manual operation and recording can be effectively reduced, and the degree of automation of the whole system can be improved; and in addition, consumable materials in the whole system are few, and most of parts can be used repeatedly.
Owner:ZHEJIANG COLLEGE OF CONSTR

Camera full-light-path image motion measurement system for optical remote sensing satellite

InactiveCN108613661AOvercome the influence of mutual coupling of vibration and attitudeOvercome Mutual Coupling EffectsPicture taking arrangementsData acquisitionImage motion
The invention discloses a camera full-light-path image motion measurement system for an optical remote sensing satellite. The system comprises laser displacement meters, a two-way inertia jitter sensor, a reflecting mirror, a laser position sensor and a data acquisition and analysis system, wherein the two-way inertia jitter sensor is fixed on a main mirror of a camera, the laser position sensor is fixed at a focal plane receiver, the two-way inertia jitter sensor converts vibration gesture change of the main mirror of the camera into a measurable laser signal, the laser signal is reflected bythe reflecting mirror, and a camera imaging full light path is received and simulated by the laser position sensor; two laser displacement meters are used for measuring the displacement change of themain mirror of the camera in a horizontal plane in two different directions, and the laser signals received by the laser position sensor are all transmitted to the data acquisition and analysis system for analysis and calculation, so that a camera full-light-path image motion vector is obtained. The influence of mutual coupling of vibration gestures of optical elements in light paths in the camera can be overcome, and the image motion vector under camera jittering and micro-vibration joint action is obtained accurately.
Owner:BEIJING INST OF SPACECRAFT SYST ENG

Testing device and method of foundation pit excavation rock soil centrifuge

The invention relates to a testing device and method of a foundation pit excavation rock soil centrifuge. The device comprises a mold box (16), an enclosure wall body (1), a positioning unit, supporting units and a testing unit, wherein the inner space of the mold box (16) is divided into an experiment region and a water level control box through a baffle (13); a counterforce bracket (7) is arranged at the upper end of the mold box (16); the enclosure wall body (1) is internally provided with a separation wall body (2) according to the requirements, and the inner space of the enclosure wall body (1) is separated into a plurality of excavation regions; the positioning unit is used for hanging the enclosure wall body (1) on the counterforce bracket (7); the supporting units are detachably mounted in the excavation regions layer by layer and abut against inner walls of the excavation regions; the testing unit comprises a pore pressure meter, a soil pressure meter, a strain gauge and a laser displacement meter. Compared with the prior art, the testing device is applicable to more complicated foundation pit centrifugal model tests; meanwhile, the testing device is convenient to mount and detach, and can be repeatedly and circularly utilized; the utilization rate of materials is improved, and components and parts are convenient to replace.
Owner:TONGJI UNIV

Testing device and method for analyzing the influence of ground subsidence on pipe-soil interaction

The invention relates to a testing device and method for analyzing the influence of ground subsidence on pipe-soil interaction. The testing device comprises a model box, a soil body, a pipeline, a ground subsidence analog device and a pipe-soil measuring device, wherein the ground subsidence analog device comprises water bags, a water pipe, a concentrator, a water main, a switch, an adjusting valve, a flowmeter, a water collector and a deformation compatibility plate; the pipe-soil measuring device comprises a distributed sensing optical fiber, an OBR backlight reflectometer, a thin film pressure sensor, a data acquisition instrument, a pipeline subsidence mark, a laser displacement meter, a soil body subsidence mark, a high resolution digital camera and a computer; the water bag array isarranged according to the subsidence type; the pipeline is fixed at a preset depth; all the measuring instruments are connected to the computer, and data are acquired by software; the soil body prepared in advance is filled in the model casing; and water is drained from the water bags, the acquisition is stopped until the deformation of the pipeline and the soil body is basically stable, and the data are stored.
Owner:NANJING UNIV

Inflatable seismic mitigation and absorption tunnel lining structure and construction method

The invention discloses an inflatable seismic mitigation and absorption tunnel lining structure and a construction method, and belongs to the technical field of tunnel engineering earthquake proofing.The structure comprises combined glass fiber reinforced plastic lining segments, segment connectors, large-deformation waterstops, a displacement monitoring device and an intelligent hydraulic inflating device. Each combined glass fiber reinforced plastic lining segment consists of two arc-shaped glass fiber reinforced plastic plates at an inner layer and an outer layer, damping rods and inflatable air bags, wherein the arc-shaped glass fiber reinforced plastic plates at the inner layer and the outer layer are connected through the damping rods, and the inflatable air bags are clamped betweenthe two rows of damping rods in the circumferential direction to form the combined glass fiber reinforced plastic lining segment. The large-deformation waterstops are bonded to the inner sides and the outer sides of connecting seams of the outer layer arc-shaped glass fiber reinforced plastic plates. The displacement monitoring device consists of a laser displacement meter and a communication line for a computer. The intelligent hydraulic inflating device consists of a hydraulic air pump, an intelligent switch and an inflating air pipe. According to the inflatable seismic mitigation and absorption tunnel lining structure and the construction method, the inflatable seismic mitigation and absorption lining segments capable of being spliced are used for replacing a traditional concrete lining, the buffering and seismic absorbing performance of the air bags and the damping rods is utilized, the good dispersion effect on the seismic load is achieved, and the earthquake proofing grade of atunnel is improved.
Owner:LANZHOU UNIVERSITY OF TECHNOLOGY
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