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134 results about "Initial segment" patented technology

The axon initial segment (AIS) is a specialized membrane region in the axon of neurons where action potentials are initiated.

A Method for Measuring Ultrasonic Echo Propagation Time

The invention discloses a method for measuring the propagation time of an ultrasonic echo. The propagation time can be obtained by adopting corresponding fundamental wave signals aiming at different flow rates to carry out cross-correlation operations and search the peak values of cross-correlation functions. As the fundamental wave signals at different flow rates are actual data extracted in a dynamic measurement process, the fundamental wave signals have higher precision and are capable of reflecting actual conditions. The fundamental wave signals at corresponding flow rates are adopted to carry out the cross-correlation operations, thereby, the propagation time of dynamic ultrasonic signals is calculated, the measuring errors are greatly reduced, and the uncertainty of a measuring result is reduced. Moreover, the cross-correlation operations are carried out by utilizing the similarity among the signals, the higher the similarity is, the higher the precision, and a non-correlation noise suppression effect is obvious. The invention also provides a novel fundamental wave extraction mode, which is characterized in that the fundamental wave signals are accurately obtained through a set energy constraint boundary. Compared with the mode that a threshold method is adopted to obtain the arrival time of the echo so as to extract the fundamental wave signals, the initial segments of the fundamental wave signals extracted by the novel fundamental wave extraction mode disclosed by the invention are more accurate.
Owner:BEIJING INSTITUTE OF TECHNOLOGYGY

Construction method for enabling shallowly buried and darkly excavated tunnel to pass through cottage area

The invention discloses a construction method for enabling a shallowly buried and darkly excavated tunnel to pass through a cottage area. The construction method comprises the following steps: excavating a tunnel hole of the constructed shallowly buried and darkly excavated tunnel from back to front through a step excavation process, and performing preliminary bracing on the tunnel hole formed by excavating from back to front in an excavating process, wherein the tunnel hole consists of an upper guide hole and a lower guide hole positioned right below the upper guide hole, the rear part of the tunnel hole is connected with a vertical well, the preliminary bracing structure of the tunnel hole comprises a plurality of grating steel frameworks for supporting the tunnel hole from back to front, a layer of bar-mat reinforcement suspended on the inner wall of the tunnel hole and a concrete layer jetted on the inner wall of the tunnel hole. The process for excavating the tunnel hole of the shallowly buried and darkly excavated tunnel comprises the following steps: I, excavating the initial segment of the upper guide hole; II, excavating the initial segment of the lower guide hole; III, synchronously excavating the upper and the lower guide holes. The construction method disclosed by the invention is simple in step, reasonable in design, convenient in construction, good in construction effect, capable of simply completing the construction process of the shallowly buried and darkly excavated tunnel that passes through the cottage area, and safe and reliable in a construction process.
Owner:CHINA RAILWAY 20 BUREAU GRP

Silt solidification processor

InactiveCN102040328APrecise quantitative feedingTimely and effective filter removalSludge treatment by de-watering/drying/thickeningFailure rateSmall footprint
The invention relates to a silt solidification processor which is characterized in that a stirring chamber is arranged at the lower part of a frame, two spiral stirring shafts which rotate relatively are arranged in the stirring chamber, the stirring shafts are driven by a main motor to rotate, two feed ports are arranged above the initial segment of the stirring chamber, one feed port is a silt feed port used for carrying out series connection and transportation through a silt conveyor belt, a silt hopper and a silt conveying spiral shaft, and the other feed port is a solidifying agent feed port used for carrying out the series connection and the transportation through a solidifying agent conveyor belt, a solidifying agent hopper and a solidifying agent conveying spiral shaft; and a discharge port at the tail end of the stirring chamber is arranged above a silt solidifying pond. The silt solidification processor has the advantages that the structure is compact and reasonable, the occupied area is small, and the problem that the silt solidification processor in the prior art is in a large structure requiring a lifting mechanism for conveying a solidifying agent can be improved. A flap filtering device is arranged at the inlet of the silt hopper, thereby effectively filtering and removing large solid impurities in silt in time, preventing blockage and damages to equipment and realizing low failure rate.
Owner:无锡中科建设工程有限公司

Support vector machine based classification method of base-band time-domain voice-frequency signal

The invention relates to a support vector machine based classification method of base-band time-domain voice-frequency signals, comprising the following steps of: firstly segmenting a base-band time-domain voice-frequency signal sequence to obtain initial segmented subsequences; then respectively subtracting respective mean value from each initial segmented subsequence to obtain zero-mean-value segmented subsequences; then carrying out windowing treatment on each zero-mean-value segmented subsequence, respectively carrying out Fourier transformation treatment on results to obtain the spectrum amplitudes of the zero-mean-value segmented subsequences, and respectively solving the standard difference of each spectrum amplitude to obtain a characteristic quantity; sequentially combining the zero-mean-value segmented subsequences into a long subsequence according to an order; then calculating a normalized autocorrelation matrix of the long subsequence, and carrying out singular value decomposition on the normalized autocorrelation matrix to obtain a demarcation point of a subspace; then calculating the signal to noise ratio parameter of an other characteristic quantity; and finally sending an input vector composed of the two characteristic quantities into a trained SVM (Support Vector Machine) classifier to identify the classification of base-band time-domain voice-frequency signals and distinguish a voice signal and a noise signal.
Owner:TSINGHUA UNIV

Concrete filled steel tubular temporary consolidation system of cast-in-cantilever beam

The invention relates to a concrete filled steel tubular temporary consolidation system of a cast-in-cantilever beam. The concrete filled steel tubular temporary consolidation system of the cast-in-cantilever beam comprises a support steel tube, H-shaped steel, concrete and a finish rolling deformed steel bar, wherein the support steel tube is connected with the pre-embedded finish rolling deformed steel bar through a flange, the concrete is poured into the support steel tube, one end of the H-shaped steel penetrates through the support steel tube and is welded with a pier stub pier top embedded part and serves as a wall sustaining measure and a box beam initial segment cast-in-situ support, and the support steel tube and the box beam are stretched and connected into a consolidation system through the finish rolling deformed steel bar. The concrete filled steel tubular temporary consolidation system of the cast-in-cantilever beam is a temporary consolidation system which is used for symmetrically pouring of a continuous box beam cantilever and bearing unbalanced moment in a construction process, is especially suitable for such adverse conditions as large box beam span, heavy hanging basket and other temporary load, difficult control of deformation and large unbalanced bending moment.
Owner:SHANGHAI FOUND ENG GRP

Three-dimensional coordinate measuring construction method for short line method segment

The invention relates to a construction method of a short line method prefabricated bridge segment. The construction method comprises the following steps: arranging a measuring pier; pouring an initial segment; pouring a first roof truss section concrete beam to form an initial segment, burying a characteristic point in the initial segment, collecting three-dimensional coordinate system through aprecise total station and precise measuring terminal software; erecting a bottom mold, a fixed end mold and a movable end plate of a second roof truss by taking three-dimensional coordinate numericalnumber of the initial section; pouring a second roof truss section concrete beam, burying a characteristic point in the second roof truss section concrete beam, collecting three-dimensional coordinatesystem of the characteristic point on the second roof truss through a precise total station and precise measuring terminal software; and prefabricating a follow-up segment based on the three-dimensional coordinate data models of the first roof truss section concrete beam and the second roof truss section concrete beam. The measuring construction method can control the production error of the section beam precisely in real time. The mounting error of the section is small and the precision of the prefabricated section beam is high.
Owner:广东瀚阳轨道信息科技有限公司
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