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30results about How to "Good technical value" patented technology

Foundation pit supporting method with double rows of piles

The invention discloses a double-row pile foundation pit supporting method, wherein double-row piles are as follows: a front row of piles are inclined to the outside of the foundation pit and a rear row of piles are vertical. The method comprises the following steps: (a) the inclination angle of the front row of piles, the pile length and the pile shaft strength of the front row of piles and the rear row of piles, the space between the front row of piles and the rear row of piles, and the excavation progression of the foundation pit are determined according to the site condition and computational analysis; (b) the cross section, reinforcing ribs and the space of connection beams between the front row of piles and the rear row of piles are determined; (c) the front row of piles and the rear row of piles are constructed; (d) connection beams between top beams on the top of row piles and the row piles are constructed; (e) the foundation pit is excavated; and (f) the bottom of the foundation pit is cleaned and leveled and subjected to further construction. The double-row pile foundation pit supporting method can avoid arrangement of an inner support and an anchor rod to a large degree, is suitable for soft soil and various soil conditions, and can reduce the top displacement of small piles, the bending moment of pile shafts and the construction cost, increase the excavating depth and reduce possibility of causing toppling failure.
Owner:TIANJIN UNIV

Unity 3D technology-based resource reuse implementation method and device thereof

The present invention discloses a unity 3D technology-based resource reuse implementation method and a device thereof. The method comprises the steps of providing a plurality of relatively independent service function entities; providing at least one scene project resource file and configuring a scene model configuration file corresponding to the demand information of the service function entities corresponding to each scene project; configuring an entrance configuration file comprising the description information of at least one scene project resource file; according to the entrance configuration file, dynamically loading at least one corresponding scene project resource file and a scene model configuration file thereof, and injecting the service function entities corresponding to the scene model configuration file into a corresponding scene project. According to the technical scheme of the invention, models and services are separated, so that the reusability of the service function entities is effectively improved. Therefore, the batch production and the large-scale production of unity 3D technology-based dynamic environment monitoring products are realized. As a result, the method and the device have good economic and technical value.
Owner:SHENZHEN ZTE NETVIEW TECH

Tappet comprehensive gauge

The invention discloses a tappet comprehensive gauge. A rotating disc is horizontally arranged above a bottom plate, and a clamping plate and a V-type block are arranged above the rotating disc, wherein the V-type block is fixed with the top surface of the rotating disc, and an opening of the V-type block faces the clamping plate. Two ends of the clamping plate are respectively fixed with corresponding portions of the opening end of the V-type block, and a clamping region is formed between the clamping plate and the opening of the V-type block. A dial indicator is vertically arranged above the V-type block, and the head of the dial indicator faces the clamping region. A straight line sliding platform is located besides the rotating disc, a sliding rail of the straight line sliding platform is fixed with the top surface of the bottom plate, a meter seat is fixed on the sliding platform top surface of the straight line sliding platform through a connection plate, and the lever dial indicator is installed at an installment end of the meter seat. The tappet comprehensive gauge is a comprehensive gauge which is simple and easy to use, has tappet top surface radial beating degree inspection and surface profile inspection functions, is high in inspection precision, convenient to inspect, low in requirements for use environment, and accordingly can be used for temporary inspection on the spot.
Owner:CHONGQING MINFA AUTOMOBILE FITTINGS

Supporting system and supporting method of slant cement soil mixing pile foundation pit

The invention discloses a supporting system of a slant cement soil mixing pile foundation pit. The supporting system comprises a slant gravity wall, a cement soil supporting wall where structural steel or precast piles are slantly inserted, double rows of slant pile supports, double rows of pile supports and a gravity and slant supporting combined gravity wall, wherein one row of pile support is straight, and the other row of pile support is slant. In the slant gravity wall, vertical cement soil mixing piles are changed into cement soil mixing piles with certain angles. In the supporting wallwhere structural steel (or precast piles) is (or are) slantly inserted, the structural steel (or precast piles) is (or are) added into the slant cement soil mixing piles. In the double rows of slant pile supports or the double rows of pile supports, two rows of piles are connected through a crown beam. In the gravity and slant supporting combined gravity wall, the slant cement soil mixing piles are driven into one side of the slant gravity wall or the traditional vertical gravity wall to serve as supporting of the gravity wall. According to the supporting system, pile top displacement is reduced to a large degree, the pile body bending moment is reduced, the supporting engineering cost is reduced, the excavation depth is increased, and meanwhile the possibility that overturn damage happensto the foundation pit is reduced.
Owner:TIANJIN UNIV

Active inclined dual pile row foundation pit supporting method

The invention discloses an active inclined dual pile row foundation pit supporting method. The method comprises the following steps that (1) front-row supporting piles inclined towards the interior ofa pit and back-row supporting piles inclined towards the outer portion of the pit are driven to the pile bottom design elevation along the inner side of a foundation pit edge, and meanwhile a waterproof curtain is arranged behind the back-row supporting piles; (2) a jack is arranged at the pile top of each front-row supporting pile; (3) crown beams are arranged on the front-row supporting piles and the back-row supporting piles, and the crown beams on the front-row supporting piles and the back-row supporting piles are connected into a whole through connecting beams; and (4) the soil definedby the front-row supporting piles is excavated to the pit bottom design elevation, and in the excavation process or before excavation, the jacks arranged in the step (2) are adopted for applying control expansion force to the front-row supporting piles so as to reduce displacement of the soil and the pile tops. By means of the method, the pile top displacement can be reduced to a large degree, thebending moment of pile bodies and the engineering cost can be reduced, the excavation depth can be increased, and the possibility of toppling damage happening to the foundation pit can be reduced.
Owner:TIANJIN UNIV

Active X-shaped double-row pile foundation pit supporting method

The invention discloses an active X-shaped double-row pile foundation pit supporting method. The active X-shaped double-row pile foundation pit supporting method comprises the following steps of (1) driving front-row vertical support piles to the pile bottom designed elevation along the inner side of the edge of a foundation pit, driving inclined rear-row support piles to the pile bottom designedelevation in the pit and meanwhile arranging a water isolation curtain behind the rear-row support piles; (2) arranging a jack on the pile top of each rear-row support pile; (3) arranging crown beamson the front-row vertical support piles and the rear-row support piles, and connecting the crown beams on the front-row vertical support piles and the rear-row support piles into a whole though connecting beams; and (4) excavating a soil body surrounded by the front-row vertical support piles and the rear-row support piles to the pit bottom designed elevation and applying control expansive force to the rear-row support piles through the jacks so as to reduce displacement of the soil body and the pile tops. Through the active X-shaped double-row pile foundation pit supporting method, the displacement of the pile tops can be reduced to a great extent, the bending moment of pile bodies can be reduced, the construction cost can be reduced, the excavation depth can be increased, and the possibility of collapse and damage to the foundation pit can be reduced.
Owner:TIANJIN UNIV

Active bidirectional inclined pile row foundation pit supporting method

The invention discloses an active bidirectional inclined pile row foundation pit supporting method. The method comprises the following steps that (1) inward-inclined supporting piles inclined towardsthe interior of a pit and outward-inclined supporting piles inclined towards the outer portion of the pit are driven to the pile bottom design elevation in a staggered manner along the inner side of afoundation pit edge, and meanwhile a waterproof curtain is arranged behind the outward-inclined supporting piles; (2) a jack is arranged at the pile top of each inward-inclined supporting pile; (3) acrown beam for connecting all the inward-inclined supporting piles and all the outward-inclined supporting piles into a whole is arranged on a bidirectional inclined pile row formed by all the inward-inclined supporting piles and all the outward-inclined supporting piles; and (4) the soil defined by the inward-inclined supporting piles is excavated to the pit bottom design elevation, and in the excavation process or before excavation, the jacks arranged in the step (2) are adopted for applying control expansion force to the inward-inclined supporting piles so as to reduce displacement of thesoil and the pile tops. By means of the method, the pile top displacement can be reduced to a large degree, the bending moment of pile bodies and the engineering cost can be reduced, the excavation depth can be increased, and the possibility of toppling damage happening to the foundation pit can be reduced.
Owner:TIANJIN UNIV

An automated configuration system and method for network bridging

The invention provides an automatic configuration system and a method for network bridging, wherein the system comprises a host computer and a plurality of clients for data communication with the hostcomputer. The host computer comprises a bridging environment judging module, a host computer bridging parameter configuration module, a bridging parameter sending module and a bridging configurationmodule. The bridging environment judging module is used for judging whether the host computer satisfies the bridging condition; The host computer bridging parameter configuration module is used for configuring computer bridging parameters; the bridging parameter sending module is used for sending the configured host computer bridging parameter to the client; the Bridging Configuration Module is used to configure bridging between the executing host computer and the client. The client comprises a client bridging parameter configuration module and a response module; The client bridging parameterconfiguration module is used for configuring the client bridging parameters according to the host computer bridging parameters. The response module is used for the client to return the response message of modifying the client bridging parameter to the host computer. The invention has good technical value and wide application prospect.
Owner:ZHENGZHOU YUNHAI INFORMATION TECH CO LTD

Controlled-releasing herbicide containing cyhalofop butyl, mefenacet and pyrazosulfuron ethyl

The invention discloses a controlled-releasing herbicide containing cyhalofop butyl, mefenacet and pyrazosulfuron ethyl, which relates to the technical field of pesticide preparation. The controlled-releasing herbicide takes cyhalofop butyl, pyrazosulfuron ethyl and mefenacet as main effective components, wherein the mass ratio of cyhalofop butyl to pyrazosulfuron ethyl to mefenacet is 1-30:1-15:1-50; and the mass percentage content of cyhalofop butyl, pyrazosulfuron ethyl and mefenacet in the herbicide is 30-90%. The controlled-releasing herbicide has an advanced preparation technology, has no pollution, and has good technical value, the controlled-releasing herbicide has the advantage of convenient usage, spraying and fertilizer broadcasting cannot be performed, the controlled-releasingherbicide is directly sprayed at ridge or field, the controlled-releasing herbicide is uniformly dispersed in water through diffusion of the controlled-releasing herbicide in the water or soil, through a plant absorption and conduction principle, weeding effect is achieved, and the controlled-releasing herbicide has the advantages of safe and convenient usage, reduction of labor intensity, reduction of production cost, no environment pollution, and safe and convenient storage and transportation.
Owner:ANHUI HUAXING CHEM IND CO LTD

Active x-shape double-row pile foundation pit support method

The invention discloses an active X-shaped double-row pile foundation pit supporting method. The active X-shaped double-row pile foundation pit supporting method comprises the following steps of (1) driving front-row vertical support piles to the pile bottom designed elevation along the inner side of the edge of a foundation pit, driving inclined rear-row support piles to the pile bottom designedelevation in the pit and meanwhile arranging a water isolation curtain behind the rear-row support piles; (2) arranging a jack on the pile top of each rear-row support pile; (3) arranging crown beamson the front-row vertical support piles and the rear-row support piles, and connecting the crown beams on the front-row vertical support piles and the rear-row support piles into a whole though connecting beams; and (4) excavating a soil body surrounded by the front-row vertical support piles and the rear-row support piles to the pit bottom designed elevation and applying control expansive force to the rear-row support piles through the jacks so as to reduce displacement of the soil body and the pile tops. Through the active X-shaped double-row pile foundation pit supporting method, the displacement of the pile tops can be reduced to a great extent, the bending moment of pile bodies can be reduced, the construction cost can be reduced, the excavation depth can be increased, and the possibility of collapse and damage to the foundation pit can be reduced.
Owner:TIANJIN UNIV

Method for detecting purity of 5-aminolevulinic acid hydrochloride (5-ALA)

InactiveCN113156023AEasy to separateAvoid Chromatographic Interference ProblemsComponent separationPropanoic acidSilanes
The invention discloses a method for detecting the purity of 5-aminolevulinic acid hydrochloride (5-ALA). The method comprises the following information and related steps that a mobile phase A (MPA) is a 0.2% heptafluorobutyric acid aqueous solution, and a mobile phase B (MPB) is a 0.2% heptafluorobutyric acid acetonitrile solution; a chromatographic column adopts octadecylsilane chemically bonded silica as a filler for separation; preparing of a sample solvent is carried out, wherein water/acetonitrile in a ratio of 95/5 as the sample solvent, wherein the solvent is also used as a blank solution; preparation of a system applicability solution is carried out, wherein 100 mg of a 5-ALA system applicability reference substance and 5 ml of a sample solvent are uniformly mixed, and the sample is diluted with the sample solvent to a scale; preparing of a sample solution is carried out, namely preparing is performed by using a sample instead of a 5-ALA system applicability reference substance under the same conditions, subsequently the solutions are injected into a high performance liquid chromatograph according to a sample injection sequence, and a chromatogram of the solution under the wavelength of 265 nm is measured. Through the mode, compared with an existing USP method, the method has the advantages of being high in principal component retention, good in chromatographic peak shape and higher in detection accuracy, and is more suitable for purity analysis of the compound.
Owner:SCINOPHARM CHANGSHU PHARMA

Extrapolation method of seismic data first arrival waves

The invention provides an extrapolation method of seismic data first arrival waves. The method comprises the steps of firstly, arranging a time window around a first arrival wave of a shot gather; secondly, carrying out deconvolution and superposition on the wave fields of the reference channel and the target channel in a shot domain to form a virtual wave field; thirdly, subjecting the referencechannel wave field and the virtual wave field to convolution and superposition in a detection point domain to obtain a super virtual first arrival wave; judging whether loop iteration is adopted or not; in addition, carrying out first arrival wave extrapolation, and the target channel being located outside the detector arrangement of the target shot gather; then, sequentially carrying out deconvolution superposition and convolution superposition in a shot domain and a detection point domain to obtain extrapolated super virtual first arrival waves; and judging whether loop iteration is adoptedor not. According to the method, the energy of the first arrival waves can be effectively enhanced, the signal-to-noise ratio of the first arrival waves is improved, meanwhile, the data volume of theavailable first arrival waves is greatly increased through extrapolation of the first arrival waves, richer information is provided for subsequent seismic data processing, and the method can be wellapplied to seismic data collected under complex near-surface conditions.
Owner:JILIN UNIV

Heat-compensated superheated steam coal upgrading system with temperature difference power generation

The invention belongs to the technical field of superheated steam coal upgrading for semiconductor temperature difference power generation, in particular to a thermal compensation type superheated steam coal upgrading system for power generation with temperature difference. After the raw coal is crushed and screened by the coal crusher, it enters the superheated steam fluidized bed through the coal bunker, flows out from the bottom of the fluidized bed after heat and mass transfer occurs, and becomes upgraded coal after passing through the coal cooler; the superheated steam source comes from electric superheating The steam generator and superheated steam extract air, and the heat source of waste heat exchanger and solar heat exchanger performs thermal compensation for the production of superheated steam; the moisture contained in raw coal is heated and evaporated in the fluidized bed, and mixed with superheated steam into two Secondary steam, after passing through the circulating fan, enters the secondary steam heat exchanger tube group, heat exchange with the raw coal again, and condenses into precipitated water; the flue gas and sewage waste heat source, solar heat source and circulating superheated steam are used as high-temperature power for thermoelectric power generation The side heat source, the cooling water and the precipitated water after passing through the buried pipe group in the coal bunker are used as the low-temperature side cold source for thermoelectric power generation.
Owner:SHANXI UNIV

Tappet comprehensive gauge

The invention discloses a tappet comprehensive gauge. A rotating disc is horizontally arranged above a bottom plate, and a clamping plate and a V-type block are arranged above the rotating disc, wherein the V-type block is fixed with the top surface of the rotating disc, and an opening of the V-type block faces the clamping plate. Two ends of the clamping plate are respectively fixed with corresponding portions of the opening end of the V-type block, and a clamping region is formed between the clamping plate and the opening of the V-type block. A dial indicator is vertically arranged above the V-type block, and the head of the dial indicator faces the clamping region. A straight line sliding platform is located besides the rotating disc, a sliding rail of the straight line sliding platform is fixed with the top surface of the bottom plate, a meter seat is fixed on the sliding platform top surface of the straight line sliding platform through a connection plate, and the lever dial indicator is installed at an installment end of the meter seat. The tappet comprehensive gauge is a comprehensive gauge which is simple and easy to use, has tappet top surface radial beating degree inspection and surface profile inspection functions, is high in inspection precision, convenient to inspect, low in requirements for use environment, and accordingly can be used for temporary inspection on the spot.
Owner:CHONGQING MINFA AUTOMOBILE FITTINGS

Thermal compensation type superheated steam coal upgrading system with thermoelectric power generation function

The invention belongs to the technical field of superheated steam coal upgrading of semiconductor thermoelectric power generation, and particularly relates to a thermal compensation type superheated steam coal upgrading system with the thermoelectric power generation function. Raw coal enters the superheated steam fluidized bed through the coal bunker after being crushed and screened by the coal crusher, flows out from the bottom of the fluidized bed after heat and mass transfer, and becomes upgraded coal after passing through the coal cooler; the superheated steam source is from an electric superheated steam generator and a superheated steam exhaust, and heat sources of the waste heat exchanger and the solar heat exchanger are used for carrying out heat compensation on superheated steam production; water contained in the raw coal is heated and evaporated in the fluidized bed, is mixed with superheated steam after being sprayed through a nozzle to form secondary steam, is introduced into the secondary steam heat exchanger tube bank after passing through the circulating fan, exchanges heat with the raw coal again, and is condensed into separated water; the flue gas, the blowdown waste heat source, the solar heat source and the circulating superheated steam are used as a high-temperature side heat source for thermoelectric power generation, and the cooling water and the separatedwater passing through the buried pipe group in the coal bunker are used as a low-temperature side cold source for thermoelectric power generation.
Owner:SHANXI UNIV

A Method of Extrapolation of First Arrivals of Seismic Data

The patent of the present invention proposes an extrapolation method for first arrival waves of seismic data. Firstly, a time window is set around the first arrival wave of the shot set; secondly, the wave fields of the reference trace and the target trace are deconvoluted and superimposed in the shot domain to form a virtual wave field; thirdly, the wave field of the reference trace and the virtual wave field are combined The field is convolved and superimposed in the detector point domain to obtain the super virtual first arrival wave; from the second time, it is judged whether to use cyclic iteration; in addition, the first arrival wave is extrapolated, and the target trace is located between the detector arrays of the target shot set Then, deconvolution stacking and convolution stacking are performed in the shot domain and receiver point domain in turn to obtain the extrapolated super virtual first arrival wave; after that, it is judged whether to use cyclic iteration. The invention can effectively enhance the energy of the first arrival wave, improve the signal-to-noise ratio of the first arrival wave, and at the same time greatly increase the amount of available first arrival wave data through extrapolation of the first arrival wave, provide more abundant information for subsequent seismic data processing, and can be well It is used for seismic data acquired under complex near-surface conditions.
Owner:JILIN UNIV

Active Two-way Inclined Pile Row Foundation Pit Supporting Method

The invention discloses an active bidirectional inclined pile row foundation pit supporting method. The method comprises the following steps that (1) inward-inclined supporting piles inclined towardsthe interior of a pit and outward-inclined supporting piles inclined towards the outer portion of the pit are driven to the pile bottom design elevation in a staggered manner along the inner side of afoundation pit edge, and meanwhile a waterproof curtain is arranged behind the outward-inclined supporting piles; (2) a jack is arranged at the pile top of each inward-inclined supporting pile; (3) acrown beam for connecting all the inward-inclined supporting piles and all the outward-inclined supporting piles into a whole is arranged on a bidirectional inclined pile row formed by all the inward-inclined supporting piles and all the outward-inclined supporting piles; and (4) the soil defined by the inward-inclined supporting piles is excavated to the pit bottom design elevation, and in the excavation process or before excavation, the jacks arranged in the step (2) are adopted for applying control expansion force to the inward-inclined supporting piles so as to reduce displacement of thesoil and the pile tops. By means of the method, the pile top displacement can be reduced to a large degree, the bending moment of pile bodies and the engineering cost can be reduced, the excavation depth can be increased, and the possibility of toppling damage happening to the foundation pit can be reduced.
Owner:TIANJIN UNIV
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