225 results about "Metro station" patented technology

The invention discloses detection equipment and a detection method. The detection equipment comprises a sampling device used for collecting a sample to be detected, a preprocessing sample injection device used for preprocessing the sample from the sampling device, and a sample analysis device used for separating the preprocessed sample from the preprocessing sample injection device and analyzing the separated sample. The detection equipment is miniaturized, can quickly and accurately detect gas-phase matters or particulate matters without unpacking, and is high in accuracy and suitable for security check of airports, ports, metro stations and the like.

The invention provides an electronic payment method, a bus electronic payment system, and a metro electronic payment system, which relate to the field of public transport. When taking a bus, a user triggers a taking request, and a server returns a two-dimensional code or a bar code to the user. The user scans the two-dimensional code or the bar code on a bus terminal so as to complete scanning electronic payment. When taking a metro, the user scans the two-dimensional code or the bar code acquired through the taking request on a first metro terminal when entering a metro station, and the server records a first position; the user scans on a second metro terminal when exiting the metro station, and the server records a second position. The server calculates metro fee according to the first position and the second position so as to complete electronic payment. According to the electronic payment method, the bus electronic payment system, and the metro electronic payment system, the taking payment is completed through a way that a user terminal acquires the two-dimensional code or the bar code, so that simplicity, quickness and convenience are realized.

The invention relates to an underground excavation construction method for expanded excavation of a station on the basis of a metro regional shield tunnel. The structural form of the station formed through expanded excavation is a simple support framework wall column type double-layer metro station; piles in a row and a water stop heavy curtain or an underground continuous wall are used for blocking soil and water, and the lateral deformation of soil bodies is resisted; soil bodies between openings of parallel shield tunnel duct pieces are excavated, and a transverse passage is constructed; uplift piles, wall columns, a bottom plate, a middle upright post foundation and transverse support beams arranged between the wall columns are constructed in the transverse passage; the bottom plate is connected with the bottom of each wall column; the soil body above the tunnel is subjected to grouting reinforcement; an underground excavation reverse operation method is adopted for constructing the station main body structure; the station main body can be entered through a vertical shaft or the transverse passage built at an entrance and exit; and a small guide holes and the station top structure are constructed. The problem of low use efficiency of shield equipment is solved. The method has the advantages that huge economic benefits, social benefits and environmental benefits are brought; and important engineering application values and development prospects are realized.

The invention relates to a real-time information-based metro passenger service system. Mobile terminal equipment automatically connects wireless sensors in a metro station and in metro compartments so as to perform data interaction with the servers to acquire relevant information in the metro station in real time, and the relevant information is used for passengers to view in real time; moreover, a heuristic search strategy based on the estimated arrival time of a metro, running time between stations, the current passenger flow information of the metro station and passenger flow information in each metro compartment is proposed, and therefore the optimal proposed ride scheme is obtained, and meanwhile, a time-optimal and distance-optimal scheme is obtained for the passengers to select; after the scheme is determined, according to the position conditions of the current passengers, a prompt of the next route is provided in real time; the passenger flow conditions of the compartments are determined according to the information of the wireless servers of the metro which is about to arrive, and the best waiting position proposal can be given by the system; after the passenger ride, prompt contents, including the time that the metro is about to arrive the next station, the get-off station and the get-off time of the passengers are given in real time, the exit scheme of the metro station and corresponding map information, can be given in real time.

The invention relates to a device for monitoring the stability of roof strata of a mine or concrete engineering in real time. The device mainly comprises a microseism signal conduction rod, a microseism signal sensing element and a microseism signal collection and analysis host computer. The microseism signal collection and analysis host computer is provided with a filter circuit for filtering the affection of ambient noise signal, a rapid data sampling circuit and a professional diagnosis and analysis software for analyzing the stability of the roof strata of the mine or the concrete structure in real time by utilizing artificial intelligence technology. The device is suitable for coal mines or other mines, can be used for the stability monitoring of underground construction which adopting concrete bar and concrete as the materials, such as metro stations or tunnels, and can also be used for the stability monitoring of dams, bridges, tall buildings and mountain landslides. Through a set of technology of digital filtering recognition and collection for the microseism signal, the recognition rate for acoustic signal released during rock breaking can be improved above 80 percent, and the purpose of monitoring the stability of the roof strata of the mine or the concrete structure is well completed.

Provided is a supporting structure for a six-pilot-holes large-section metro station undercrossing existing line. The invention relates to the field of tunnel and underground engineering construction; two operation wells are symmetrically arranged at the right side and the left side of the existing line, and an advanced reinforcement soil is arranged between the two operation wells and at the lower portion of the existing line, two layers of guiding holes are arranged in the advanced reinforcement soil, the upper guiding holes from left to right are a fourth guiding hole, a third guiding hole, a second guiding hole, a first guiding hole; a fifth guiding hole and a sixth guiding hole are arranged under the third guiding hole and the second guiding hole respectively; beams at pile top are arranged in the first guiding hole and the fourth guiding hole, a lifting jack temporary support mechanism is arranged at a stair part of the upper portion of the beams at the pile top, a lifting jack is arranged at the upper portion of the lifting jack temporary support mechanism, a steel plate is arranged at the upper portion of the lifting jack. The supporting structure can not only control the settlement of the existing line remarkably, which ensures safety operation of the existing line, but also can achieve communication between metro station hall and platform floor, which remarkably improves overall use function and the riding experience of the station.

Provided is a mined metro station hole pile construction method. The method comprises the steps of whole support system construction and main body second lining construction; the whole support system construction step comprises the substeps that by utilizing air shafts at the two ends of the station as temporary working wells, four pilot tunnels are transversely dug through a positive step method; upper pilot tunnel side pile and middle column hole digging pile construction is conducted, bored piles are constructed inside an upper layer side pilot tunnel at intervals, and artificial hole digging piles are constructed inside an upper layer middle pilot tunnel at intervals; lower layer pilot tunnel bottom longitudinal beam construction is conducted; upper layer pilot tunnel steel pipe column construction is conducted; side pile crown beam construction is conducted; top longitudinal beam construction is conducted; top arch initial supporting structure construction is conducted; the main body second lining construction step comprises the substeps that soil body excavation is conducted, and station top plate second lining structure construction is conducted; when a soil body is dug to the bottom of a middle plate, middle plate and middle longitudinal beam construction is conducted; when a soil body is dug to the bottom of a base plate, the waterproof base plate is laid, and structure base plate construction is conducted; lower portion side wall construction is conducted when the base plate reaches the set intensity.

The invention discloses a metro station people emergency evacuation simulation method and system. The method comprises the steps of 1, building a metro station emergency evacuation simulation scene, and initializing people to be evacuated; 2, simulating perception for surroundings and mental and physiological status of the people to be evacuated; 3, according to the perception result of the surroundings and mental and physiological status of the people to be evacuated, building a social force model including the mental and physiological status of the people to be evacuated; 4, according to the social force model including the mental and physiological status of the people to be evacuated, building a motion path and motion speed decision model of the people to be evacuated; 5, performing simulating on the motion path and motion speed decision model of the people to be evacuated according to the time step method, and obtaining the motion status and the final simulation result of the people to be evacuated at each simulation moment. The emergency evacuation measure formulation and implementation reasonability and effectiveness can be improved.

The present application provides a metro travel reminding method, a metro travel reminder, a mobile terminal, and a computer readable storage medium. The metro travel reminding method comprises: acquiring a starting metro station and a destination metro station that are input; according to the starting metro station and the destination metro station, determining metro stations to be passed by in sequence during the current travel from the starting metro station to the destination metro station; detecting whether a user of the mobile terminal is on a metro; if it is detected that the user is onthe metro, determining a next metro station according to the current location of the mobile terminal and the metro stations to be passed by in sequence during the current travel; calculating a predicted arrival time of the next metro station; and triggering the mobile terminal to output first metro station reminding information including a name and a predicted arrival time of the next metro station. The technical scheme of the present application can realize the metro station reminding service provided by the mobile terminal for the user.

The invention discloses a closed gas insulation switch cabinet which comprises a front cabinet, wherein a grounding row is fixedly connected with an inner wall of the front cabinet; one side of the front cabinet is grafted with one side of a cable chamber through a bus bar; a cable pipe is fixedly connected with the bottom of the inner wall of the cable chamber; one end of the cable pipe penetrates through the cable chamber and extends to the exterior of the cable chamber; the top of the cable chamber is grafted with the bottom of a breaker chamber through the bus bar. According to the invention, the front cabinet, the cable chamber, the breaker chamber, a bus bar chamber, a first decompression channel and a second decompression channel are arranged, so that the switch cabinet is not in the integrated metal armoring mode; the problems that the metal armored switch cabinet occupies large area and cannot adapt to metro station and other places with higher requirement for switch cabinet are solved; the switch cabinet can adapt to various places requiring the switch cabinet; the switch cabinet is formed in the manner of bus bar grafting and chambering, so that the switch cabinet can be quickly assembled and disassembled; the switch cabinet is prevented from potential safety hazard.

The invention provides a construction engineering quantity calculation method of underground excavation metro stations and running tunnels. According to the method, an underground excavation metro station and running tunnel three-dimensional informationized model is constructed by means of BIM software, the attribute set of the model is settled; an engineering quantity statistic database is established, and the engineering information data rules among the model, the attribute set and the database are created; association between the model and object attributes is realized; and corresponding engineering quantities of the metro stations and running tunnels are automatically calculated and are automatically summarized, so that an engineering quantity calculation list of the metro stations and running tunnels can be obtained. With the method adopted, the efficiency of engineering calculation can be greatly improved. The method has the advantages of quickness and accuracy.

The present invention discloses a system and method for metro passenger flow early warning based on the passenger flow density and the gate pass time. The system comprises a passenger flow data collection unit, a gate pass time calculation unit, a passenger flow dynamic analysis unit and an early warning measure feedback unit. The system and method for the metro passenger flow early warning based on the passenger flow density and the gate pass time are suitable for the passenger flow early warning in the urban subway station in the condition of sudden increasing of the passenger flow. The system provided by the invention comprehensively considers the pedestrian congestion behavior generated at the exit gate and the normal walking behavior of a pedestrian walking area in the metro to overcome the limitation of the simple quantitative method which only takes the video data collection as the basis and takes the density as the assessment index, the early warning mechanism is more scientific, the feedback result is more accurate and practical, and the system provided by the invention only needs to perform detection and analysis of the passenger flow density of the passenger flow density in the metro station and the gate portion so that the calculation is concise.

The invention discloses a method for breaking away a continuous wall and a side all at the joint of new and old metro stations. The method comprises the following steps that A, the positions for cutting the underground continuous wall and the side wall at the joint of the new and old metro stations are determined; B, a hoisting hole and a rope passing hole are drilled; C, a guide pulley and wire sawing equipment are mounted and fixed; D, a diamond rope is mounted, and the diamond rope penetrates through the rope passing hole; E, a hoisting rope penetrates through the hoisting hole; F, an operation system is chained, and a safe guardrail is mounted; G, the walls are cut in sequence; and H, hoisting and smashing are conducted. Through the method, the continuous wall and the side wall of thenewly built metro station and the existing metro station can be broken away safely and efficiently, the construction period can be shortened by utilizing the method to conduct underground engineeringconstruction, the construction noises are reduced effectively, dust is reduced, and the construction safety, the safety of the existing structure, the metro operation and the passenger safety are ensured.

The invention discloses an escape way for emergency evacuation, comprising an inner side wall and an outer side wall which are divided into a station layer and a hall layer. Channel entrances are arranged on the inner side walls of the station layer and the hall layer. Fire resistance rolling shutter doors are arranged at the channel entrances. The station layer and the hall layer are provided with evacuation staircases. The evacuation staircase in the station layer is communicated with the hall layer and that in the hall is communicated to the ground. Smoke control and emergency devices such as bidirectional ventilators, fire extinguishers, emergency lights and medical kits are arranged in the channels. The escape way for emergency evacuation is provided so that passengers can escape rapidly and safely under emergency and provides extra safety channels for passengers in the metro station to escape rapidly, thereby accelerating the evacuation speed of persons and improving the evacuation efficiency.

The invention discloses a device and a method for controlling a metro platform screen door. The device comprises a command interface unit, hardware logic, an output unit, software logic and a switching device, wherein the command interface unit is used for receiving external commands, the hardware logic is used for arbitrating external commands, the output unit is used for outputting external commands arbitrated by the hardware logic to a gating unit group, the software logic is used for monitoring working states of a hardware logic module and is used for arbitrating external commands and outputting external commands through a bus when the hardware logic breaks down, and the switching device is used for switching between the hardware logic and the software logic. When the hardware logic breaks down, the right of control is switched to the software logic, when a hardware logic control device of the metro platform screen door breaks down, an emergency door opening and closing method is provided, the normal operation of metros can be guaranteed, and the stability and the safety of metro operation can be improved.

The invention discloses a metro station foundation pit construction method for controlling deformation of neighboring buildings. The method comprises the following steps: constructing a foundation pit enclosure wall; digging a foundation pit soil body in a manner of retaining a soil body to be closer to the buildings; horizontally placing a first layer of steel struts in a pressing manner below the reserved soil body; digging the reserved soil body; pouring a metro station top plate on the surface of the soil with an upper part excavated to be flat; after concrete of the top plate reaches designed strength, removing a template, laying a top plate waterproof material, and backfilling soil to recover the pavement; continuously and horizontally placing a second layer of steel struts at a designed height below the top plate; digging the soil body continuously according to the designed height; horizontally pressing a third layer of steel struts at the designed height, and applying pre-stress; digging the soil body continuously according to the designed height; horizontally pressing a fourth layer of steel struts at the designed height, and applying press-stress; digging the soil body to the bottom of the foundation pit, flattening the surface of the soil, and pouring a station base plate; constructing edge walls and middle plates of station according to a sequential method, and removing the steel struts in sequence from bottom to top in the process of upwards constructing the edge walls, to complete a civil engineering structure of the station.

The invention provides a mobile-terminal-based method for reminding arriving at a station of a metro. The method comprises the following steps of: S1: setting an object station by a plurality of users through respective mobile terminals; S2: periodically obtaining a target station set obtained from target stations in mobile terminals of the other users when the first user is within a preset range by a first mobile terminal of a first user; S3, determining a first current station by the first mobile terminal according to the difference set of the adjacent two target station sets; and S4, according to the corresponding target station, the first current station and the metro running line data, determining whether or not the user arrives at a destination, and reminding when the first user arrives at station. According to embodiment of the invention, the metro station information can be determined and reminded to passengers through the unconscious collaboration among the passengers by the smartphone, and the forecasting and the reminding when the metro arrives at station can be accurately realized by the GSM (global system for mobile communication) and the smartphone, so that the mobile-terminal-based method is greatly convenient for the passengers to go out, and the metro operation quality can be improved.

The invention relates to an automatic generation method for a metro station three-dimensional building model. The method comprises the following steps that 1, station parameters and room parameters are obtained; 2, an outline for arranging a room is generated according to the station parameters and the room parameters; 3, according to the types and room priority of the station room and the regional priority of different areas of the outline, room arrangement is conducted on different areas in the generated outline; 4, the metro station three-dimensional building model is generated according tothe room arrangement result. The method has the following advantages that the room layout speed is high, and the efficiency is high; the design method is simple and easy to learn, and the adaptability is high; by means of algorithm optimization, the design scheme is more reasonable, and the design quality is guaranteed.

The invention relates to the field of metro station foundation pit confined aquifer precipitation, in particular to a high water pressure precipitation well structure in a metro station foundation pitand a still water grouting blocking method, and the problem about blocking of a precipitation well under the situation of high water pressure is solved. The high water pressure precipitation well structure comprises a well pipe in the metro station foundation pit, the well pipe is a closed steel pipe, the top elevation of the well pipe is larger than that of the natural water level, the well pipepenetrates a bottom plate and a top plate of a station body, and a water pump is arranged in the well pipe. The still water grouting blocking method for the high water pressure precipitation well inthe metro station foundation pit is provided. A closed space is formed through a body structure and the precipitation well pipe, the water level is automatically elevated after water pumping is stopped, the pressure of the stratum and the water pressure inside and outside the precipitation well are balanced, still water is formed, grouting blocking is conduced, the method is novel, and construction is safe and reliable. The high water pressure precipitation well structure and the still water grouting blocking method are suitable for blocking of all precipitation wells, but the advantages in blocking of large water pressure and high water level shallow water or confined water precipitation wells are obvious, the technology is advanced, the application range is wide, practicability is high,and the popularization prospects are good.

The invention discloses an open-cutting and undercutting combined metro station structure avoiding housing demolition and a construction method thereof. The structure is composed of an open-cutting area defined by a plurality of open-cutting fender posts and an undercutting area under a building. The open-cutting area is constructed firstly, and then the undercutting area is constructed. Before undercutting structure construction, a transverse advanced large pipe shed is set up in advance, and the pipe shed is supported by undercutting side poles and an open-cutting top plate constructed in advance. The undercutting side poles are constructed through longitudinal side pilot tunnels, and before pilot tunnel construction, pilot tunnel periphery deep hole grouting is performed for reinforcingfirstly. Soil excavation is performed and an undercutting top plate are poured under protection of a pre-supporting system of the large pipe shed, and after the top plate reaches the structural strength, side walls, middle plates, a bottom plate and other structures of the undercutting area are constructed in an inverted construction method. According to the open-cutting and undercutting combinedmetro station structure avoiding housing demolition and the construction method thereof, demolition can be avoided, the work schedule is guaranteed, the coordination difficulty is reduced, the work investment is lowered, an underground box frame system is kept unchanged, and no influence exists on building function and operating management.

The invention discloses a rail top air duct building structure of an urban rail transit platform layer public area based on BIM. The rail top air duct building structure comprises a rail running areaand the platform layer public area. A shielding door is arranged between the rail running area and the platform layer public area. An upper heat exhausting air duct is arranged above the rail runningarea. An overhaul area is arranged on the side, away from the shielding door, of the upper end of a hung ceiling. A rail top air duct is composed of a metro station middle plate, a left side concretecantilever beam, a right side concrete cantilever beam and an air duct bottom plate. A top box is arranged on the upper portion of the shielding door. The right side concrete cantilever beam extends to the position being flush with the lower end of the top box in the pouring process. The top box is fixed to the right side concrete cantilever beam through a connecting device. According to the railtop air duct building structure of the urban rail transit platform layer public area based on BIM, the cantilever beams of the rail top air duct are retracted by a certain distance towards the side being away from the public area, and the distance of a lengthening connecting piece is increased between the rail top air duct and the shielding door, so that a pipeline installing area at the upper endof the hung ceiling is moved by a certain distance towards the direction of the rail top air duct, accordingly the width of the pipeline overhaul area of the public area is increased, and overhaul ismore convenient.

The invention discloses a fire-fighting projection escape device which can supply a clearer and more definite excavation and escape direction instruction to people who want to be excavated and escape in fire, earthquake, terrorist attack or other emergencies in a large-size public place (such as a hospital, a supermarket, a hotel, an underground parking lot and a metro station) and also supply safety insurance to people who want to be excavated and escape. The fire-fighting projection escape device consists of two parts, namely a projection device part and a fire-fighting spraying device. In an emergency, the projection device part projects an image to the ground by some projection technologies; the image forms a large arrow pattern on the ground; an arrow in the pattern points to a safety exit, a quick passageway, an excavation rally point or other emergency excavation directions; and the fire-fighting spraying device sprays a large amount of water around and to the ground so as to realize functions of extinguishing the fire, absorbing the air heat, reducing the surrounding temperature, adsorbing smoke particles and adsorbing and dissolving toxic and harmful gas. The safety insurance is supplied to people who want to escape.

The invention belongs to the field of underground engineering construction, and particularly relates to a wide-span deep buried metro station structure designed through the combination of a Y-shaped column and an anti-pulling pile. The wide-span deep buried metro station structure is characterized in that the bifurcated top of the Y-shaped column is connected to a top board beam, the middle part of the Y-shaped column is connected with a middle board beam, the lower end of the Y-shaped column is connected with a bottom board beam, the top end of the anti-pulling pile is connected with the lower surface of a bottom board, and the anti-pulling pile is arranged in the Y-shaped column span of the bottom board. The top part bifurcated fulcrum of the Y-shaped column is adopted to design the metro deep buried underground structure to reduce the top board span of the underground structure, the bottom board span is reduced by means of the bottom board anti-pulling pile, a design method for the wide-span user space between the top and bottom boards is created, under the condition that the engineering cost is not increased, the structure force bearing of the top board and the bottom board is reasonably solved and the problem of dense columns and nets in the use space of passengers is solved, and thus improving the use comfortableness of the station.