27 results about "Pedestrian overpass" patented technology

The invention provides a vehicle self-adaption compatible open island type elevated BRT station system which comprises an open island type elevated station structure, the elevated station structure comprises a ground layer and a two-layer composite layer arranged above the ground layer, and the two-layer composite layer comprises an open pedestrian overpass and an island type platform. The open type pedestrian overpass and the island type platform are of an integrated station-hall-free structure. The elevated station structure further comprises a central vertical traffic core connected with the ground layer and the two-layer composite layer. Passenger doors are arranged on the left side and the right side of a vehicle body of the BRT vehicle, a vehicle control system and an in-vehicle fare collection system are arranged in the BRT vehicle, and the vehicle control system is configured to automatically or manually control the passenger door on the corresponding side to be opened or closed according to the type of a stop platform. Through cooperation of station structure innovation, operation mode opening and vehicle configuration intelligence, the problems that a traditional BRT system is large in occupied area, poor in compatibility and rigid in dispatching can be solved.

The utility model relates to the technical field of steel structure pedestrian overpasses, in particular to a steel structure pedestrian overpass. The steel structure pedestrian overpass comprises a steel structure pedestrian overpass body, and supporting blocks are evenly arranged on the top of the steel structure pedestrian overpass body. When the steel structure pedestrian overpass main body is transported, the guardrail vertical beams can be moved and stored at the bottom of the steel structure pedestrian overpass main body, so that the occupied space of the steel structure pedestrian overpass main body is reduced, the transportation convenience is improved, and when the steel structure pedestrian overpass main body is constructed, the guardrail cross beams and the guardrail vertical beams are pulled outwards, and the steel structure pedestrian overpass main body can be constructed. Then the guardrail vertical beam is turned upwards to the receding groove, at the moment, the spring drives the round head plug pin to be inserted into the inserting hole through the resilience force of the spring, the guardrail vertical beam is automatically locked in the receding groove, therefore, connection and fixation between the guardrail and the steel structure pedestrian overpass body are rapidly completed, and then the building efficiency of the steel structure pedestrian overpass body is improved.

An assembly type pedestrian overpass component belongs to the technical field of bridge engineering, comprises a main beam, a bridge floor, bridge piers and stairway beams, and is characterized in that the main beam and the bridge floor are concrete prefabricated components; the main beams are a pair of H-shaped concrete main beams, brackets are correspondingly arranged on the pair of H-shaped concrete main beams, the bridge deck is a prefabricated bridge deck slab, and the prefabricated bridge deck slab is supported between the two H-shaped concrete main beams through the brackets; the H-shaped concrete main beam is arranged in the main beam groove; transverse partition plates are arranged on the lower portion of the H-shaped concrete main beam at intervals, a prestress system is arranged in the H-shaped concrete main beam, and the stairway beam is supported on a pier through a high supporting block and connected with the H-shaped concrete main beam. The utility model has the advantages of high construction efficiency, excellent structural performance, low construction and maintenance cost and good landscape effect. The pedestrian overpass can be applied to various roads where pedestrian overpasses need to be built.

The utility model belongs to the technical field of overpass expansion joints, and particularly relates to a pedestrian overpass expansion joint structure which comprises a foundation cross bar, an expansion auxiliary part and a sealing strip, deformed steel bars distributed at equal intervals in an array mode are arranged at the bottom of the foundation cross bar, the ends of the deformed steel bars are poured in a bridge deck pavement, and bolts are arranged at the two ends of the upper side of the foundation cross bar. The sealing strip is placed on the upper surface of the foundation cross bar, the bolt penetrates through the sealing strip, and the telescopic auxiliary part is installed on the upper portion of the sealing strip and is fixed by matching the bolt with a nut; the telescopic auxiliary part comprises mounting blocks, circular through holes are formed in the mounting blocks, the distance between every two adjacent mounting blocks is equal to the distance between every two adjacent bolts, the bolts penetrate through the circular through holes, and C-shaped blocks are connected to the two sides of each mounting block. The utility model has the advantages of more convenient installation and faster disassembly and replacement speed.

An object of the present invention is to provide a scaffolding device that can be reduced in weight while ensuring necessary strength, and a method for assembling such a scaffolding device.SOLUTION: This pedestrian bridge includes a lower structure 2 which can be installed on a walking floor F of a pedestrian bridge A, an upper structure 5 having a support frame 3 which is attached to the lower structure 2, extends in a lateral direction crossing an extension direction of the walking floor F above the lower structure 2, and protrudes laterally beyond balustrades P, P on both sides of the pedestrian bridge A, and a pair of suspension members 4, 4 extending downward from respective portions protruding to the outside of the balustrades P, P of the support frame 3 and having lower ends facing each other in the lateral direction, and a scaffold board 6 detachably bridged between the lower ends of the suspension members 4, 4 and facing a lower surface of the walking floor F.SELECTED DRAWING: Figure 1

The utility model discloses an overpass curtain wall decoration structure, belongs to the field of bridge engineering, and solves the problem that a pedestrian overpass lacks characteristics and does not have a landscape function. The connecting structure comprises an upper decorating plate and a lower decorating plate, connecting pieces are arranged on the side faces of a pier and the bottom face and the side faces of a main beam, square steel tube keels are arranged at the ends of the connecting pieces, the upper decorating plate is installed on the side faces of the upper portion of the pier and the bottom face and the side faces of the main beam through the square steel tube keels, and the lower decorating plate is installed on the side faces of the lower portion of the pier through the square steel tube keels. Through the simple, safe and reliable platform bridge curtain wall decoration structure, the effect of fading and relieving the stiff platform bridge structure is achieved, the structure looks rhythm, and the effect of improving the bridge landscape level is achieved. The overbridge is convenient to construct and suitable for transformation of the existing overbridge, and the requirement of people for the landscape function of the overbridge is met while the structure of the existing overbridge is not damaged.

The application discloses a footbridge stairway and a processing method thereof, and relates to the field of public infrastructure. The footbridge stairway comprises a plurality of sequentially arranged step structures. At least one step structure comprises a stairway horizontal plate extending in a horizontal direction, a stairway vertical plate extending in a vertical direction, an outer side of the stairway horizontal plate abutting against an inner side of the stairway vertical plate, a metal cushion block connected to an upper end surface of the stairway horizontal plate, an anti-skid strip, the anti-skid strip having a horizontal section and a vertical section, the horizontal section of the anti-skid strip being welded to the metal cushion block, the vertical section of the anti-skid strip being welded to the stairway vertical plate, the anti-skid strip, the metal cushion block, the stairway horizontal plate and the stairway vertical plate forming a containing space, and a supporting material filled in the containing space and laid on the stairway horizontal plate. The application can solve the problems of deformation, falling off and warping of the anti-skid strip, thereby enhancing the safety of pedestrian traffic.

The invention relates to a platform bridge dismantling method which comprises the following steps: 1, erecting a bridge girder erection machine: laying a foundation on the ground at one end of a platform bridge, and installing the bridge girder erection machine on the foundation; the bridge plates are dismantled one by one according to the sequence from the end far away from the bridge erecting machine to the other end, and the concrete process of dismantling the bridge plates is that two rows of lifting holes distributed in the longitudinal bridge direction are drilled in the bridge plates, two lifting holes are formed in the same row and distributed in the transverse bridge direction, one ends of four lifting ropes are fixed in the four lifting holes in a one-to-one correspondence mode, and the other ends of the four lifting ropes are fixed in the lifting holes in a one-to-one correspondence mode; the other end of the sling is connected with a hanging bracket on a bridge girder erection machine, the bridge girder erection machine drives the sling to ascend so as to lift the bridge plate, and then the bridge girder erection machine drives the bridge plate to move towards the direction where the bridge girder erection machine is located so as to move the bridge plate to the ground; and thirdly, the piers are dismantled, and a protective net is built for protection when the piers are dismantled. The method has the advantage of short interception time, and solves the problem of great influence on traffic due to long interception time in the existing construction mode.

The utility model discloses a kind of L-shaped overpass structures for T-shaped intersection, it is related to overpass technical field.The utility model includes a kind of overpass structure for T-shaped intersection, the plane of the overpass girder is oblique L-shaped, can be applicable to the T-shaped intersection of intersection angle 30~90 degrees, three directions of overpass are provided with ladder, ramp and straight ladder, the end of girder is provided with cantilever beam, and the straight ladder of three directions is arranged at cantilever beam place.The utility model solves the problem that three-way pedestrian crosses street in T-shaped intersection, the overpass can be applicable to the T-shaped intersection of different oblique angle, using conventional structure, easy to construction, beam height is smaller, complete function, high traffic efficiency, short detour distance, can satisfy the crossing demand of various pedestrians, such as general pedestrian, cart user, old person, disabled person etc..Meanwhile, solve the problem that the vertical fundamental frequency of footbridge does not satisfy and uses larger beam height, main beam and the leakage of joint of ladder, seismic beam safety protection is insufficient.

The present application belongs to the technical field of municipal engineering, and discloses a pedestrian overpass flower planting device, which comprises a bridge plate and four pedestrian ladders at both ends of the bridge plate, the two sides of the bridge plate are provided with horizontal guardrails, and the two sides of the pedestrian ladders are provided with inclined guardrails; a horizontal plate is arranged outside the horizontal guardrail, an inclined plate is arranged outside the inclined guardrail in the direction of the ladder, the horizontal plate comprises a lower sliding section, a cleaning section and a planting section; planting containers are arranged on the planting section, an electric screw rod is arranged on the top of the guardrail and faces the planting container, an upper sliding block is threadedly connected to the electric screw rod, a hedge trimmer is mounted at the bottom of the upper sliding block, a lower sliding block is connected to the bottom of the guardrail on the same side through a sliding rod, a vertical protection plate is arranged between the hedge trimmer and the guardrail, a vertical cleaning plate is arranged at the bottom of the lower sliding block, a brush is arranged at the bottom of the cleaning plate, the brush is attached to the cleaning section, and the cleaning surface of the cleaning plate corresponding to the inclined guardrail is inclined; a collecting box is arranged at the bottom end of the inclined plate, and a feeding port of the collecting box is aligned with the cleaning section of the inclined plate. The present application integrates automatic trimming, cleaning and collecting, and safety protection, and improves the maintenance efficiency of overpass greening.

The application provides an assembled pedestrian overpass and a construction process, and belongs to the technical field of assembled buildings. The assembled pedestrian overpass comprises an assembled pier, a bridge deck and a damping joint. The assembled pier comprises a concrete pier body and a steel structure support beam system. The bridge deck is arranged above the assembled pier. The damping joint is arranged between the bridge deck and the assembled pier. The application realizes the collaborative optimization of the concrete structure and the steel structure in terms of stress and construction by designing the assembled pier as a combined structure composed of a hollow concrete pier body and a built-in steel structure support beam system. Overall, the combined pier body structure of the application, i.e. the "concrete shell + steel core", realizes the lightweight and assembly of the components under the premise of ensuring the durability and bearing capacity of the structure, and creates conditions for rapid construction and later maintenance and reconstruction.

The invention discloses a three-dimensional traffic system without traffic lights, and belongs to the technical field of road traffic facilities. The invention relates to an overpass, which aims to solve the problems of congestion and safety caused by traffic lights at an intersection, adopts a vertical layered design of a viaduct layer, a ground layer and an underground passage layer, and realizes the conversion of vehicles up and down through ramps and entrances and exits: the viaduct layer is used for straight driving of vehicles in a specific direction, and the ground layer separates traffic flows and guarantees the safety of pedestrians through a green belt and a pedestrian overpass; the underground passage layer is provided with left-turning and straight-going passages for vehicles to turn left and go straight. The system realizes three-dimensional separation of traffic flows in all directions, can efficiently pass without traffic lights, greatly improves the passing efficiency, reduces the accident rate, guarantees the safety of pedestrians, is high in space utilization rate, and is suitable for traffic transformation and new construction at urban intersections.

The utility model relates to a pedestrian overpass which comprises a first overpass body, a second overpass body, a suspension device, a stairway and a connecting channel. The first bridge body is installed on a box girder bottom plate of the overpass bridge through a suspension device, the second bridge bodies are arranged at the two ends of the first bridge body, the height of the bridge surface of each second bridge body is larger than that of the bridge surface of the first bridge body, and the first bridge body and the second bridge bodies are connected through connecting channels. The stairway is arranged at the end, away from the first bridge body, of the second bridge body. On one hand, an effective space formed by the overpass bridge cantilevers is fully utilized, the bridge floor of the pedestrian overpass is sunk, the length and the height of the stairway of the overpass are reduced, and on the basis of reducing the crossing distance of pedestrians on plots on the two sides of a road, the comfort of the pedestrians on the overpass is improved; and on the other hand, by adopting the suspension type pedestrian overpass structure, the construction cost is saved, meanwhile, space is provided for arrangement of municipal infrastructures under the overpass, and intensive and efficient road space is achieved.

The application belongs to the field of fabricated buildings and public building reconstruction construction, and particularly relates to a disengaged internal force balance additional canopy reconstruction structure suitable for an existing pedestrian bridge, which comprises: a disengaged additional space prestressed tension cable net canopy structure; a ground tension internal force balance structure which has an outer wrapping reinforcement structure, a lateral force resisting reconstruction structure and a tension internal force cable rod system balance structure arranged on an existing bridge pier system foundation; the outer wrapping reinforcement structure is arranged on the existing pier column, the lateral force resisting reconstruction structure is connected to the outer wrapping reinforcement structure of the existing pier column; the tension internal force cable rod system balance structure is connected between the lateral force resisting reconstruction structure and the disengaged additional space prestressed tension cable net canopy structure, and is configured to change the direction of the tension cable force of the upper disengaged additional space prestressed tension cable net canopy structure and transmit the tension cable force to the ground tension internal force balance structure. The additional canopy of the application is disengaged from the existing bridge body and has an additional impact on the existing bridge body structure.

The application discloses a construction method of a gravity type road-bridge integrated cantilever pedestrian bridge in a limited space, relates to the construction of a pedestrian bridge crossing a river bridge in a transverse direction, and comprises the following steps: (1) counterweight block construction: excavating the slope protection on the two sides of the river embankment in the transverse direction of the river bridge and binding the counterweight block steel bars at the excavation positions; (2) erecting a support frame and a formwork: arranging a cantilever part connecting the counterweight blocks on the positions crossing the river bridge and erecting a cantilever part support frame; (3) binding a steel framework: integrally binding one end of the steel bars with the upper steel bars of the counterweight block steel bars; (4) closing the formwork: erecting a counterweight block formwork and a cantilever end formwork for concrete pouring; and (5) concrete pouring and demolding: integrally pouring concrete to the enclosed pouring space and demolding after molding. The counterweight foundation and the cantilever platform in the application can be integrally poured and molded at one time, the construction operation can be completed in the limited space, and the problem that the safety of the existing buildings is not influenced.

The utility model discloses an arrangement construction structure for a man-machine separation platform in a limited site, relates to the technical field of arrangement of man-machine separation platforms in a shield well rail-mounted area, and aims to solve the problem of man-machine space arrangement in the shield well rail-mounted area and guarantee complete separation of a pedestrian area and a machine-mounted area. An operator enters the public platform from the underground stairs, can directly enter the left-line platform or the right-line platform through the cross-rail-running-area pedestrian overbridge for construction operation, and meanwhile, can horizontally move the cross-rail-running-area pedestrian overbridge according to specific construction conditions, so that the operator can pass through the left-line platform and the right-line platform without obstacles at any construction section; space reserved at the bottoms of the left-line platform and the right-line platform can be used for storing construction supplies, operators can go up and down stairs through the platforms to reach the bottoms of the platforms, and the effects of completely separating a pedestrian area from a machine area, scientifically arranging a site and fully utilizing the space are achieved.

The utility model relates to a prefabricated combined steel structure pedestrian overpass which comprises a pedestrian overpass body, a set of adjusting assemblies are symmetrically arranged on the two sides of the pedestrian overpass body, a set of auxiliary mechanisms are symmetrically arranged at the bottom of the pedestrian overpass body, and the pedestrian overpass body is connected with the adjusting assemblies through a plurality of limiting bolts. The pedestrian overpass body comprises a pedestrian transverse plate, a set of transverse handrails are arranged on the upper surface of the pedestrian transverse plate in a front-back symmetry mode, a set of positioning blocks are symmetrically and fixedly arranged at the front end and the rear end of each of the two sides of the pedestrian transverse plate, the positioning blocks are sleeved with inclined supports, and inclined handrails are fixedly connected to the tops of the inclined supports. According to the combined pedestrian overpass, an integrally-formed pedestrian overpass is changed into the combined pedestrian overpass body, the pedestrian overpass body can be rapidly assembled and disassembled, meanwhile, when parts in the pedestrian overpass body are locally damaged, the locally damaged parts can be independently replaced, and the replacement cost is reduced.

The invention provides a municipal large-span pedestrian overpass steel box girder and truss combined structure system which comprises a bridge body, protection assemblies used for protecting pedestrians are installed on the two sides of the bridge body, the bridge body comprises a steel box girder, side wing assemblies are arranged on the two sides of the steel box girder, a truss is arranged in the center of the top of the steel box girder, and the truss is used for dividing the steel box girder into two-way channels. The truss comprises a bottom frame fixed to the top of the steel box girder, a plurality of belly assemblies are installed on the bottom frame, chord members are connected to the ends, away from the bottom frame, of the belly assemblies, each belly assembly comprises a belly member, a triangular structure is formed between every two adjacent belly members and the bottom frame, a triangular notch is formed in each triangular structure, and rib plates are arranged at the triangular positions of the triangular notches. According to the invention, the truss is arranged at the central position of the top of the steel box girder, and the height of the truss is equivalent to that of the protection assembly, so that the function of separating two-way passage is achieved, the effect of increasing the structural rigidity is also achieved, the whole bridge body is firmer and more stable, and unification of landscape and comfort is realized.

The utility model belongs to the technical field of building design, and particularly relates to a pedestrian overpass with rainwater collection and ecological greening functions, ceilings are arranged above a bridge body structure and a channel structure, water tanks are arranged on two sides of the bridge body structure in the length direction, the water tanks are connected with a flow discarding device, and the flow discarding device is connected with a water tank. Planting grooves are formed in the two sides, in the length direction, of the bridge body structure and the channel structure, the planting grooves are connected with a flow abandoning device and further connected with an urban drainage system, elevators are arranged at the two ends of the bridge body structure so that people with obstacles can walk together conveniently, ramps are arranged on the channel structure so that bicycles and the like can be pushed to pass through conveniently, and the flow abandoning device is connected with a water collecting pool. According to the overbridge, rainwater can be collected to irrigate green plants, the requirement for urban tap water is reduced, the overbridge is more attractive, ambient air can be purified, the temperature of the overbridge and the ambient temperature can be adjusted, and barrier-free passing is met.

The utility model relates to the field of damping of handrails of a human-shaped overbridge, and discloses a cross-core type external damper for handrails of a pedestrian overbridge, which comprises a handrail upright post, a bottom plate is arranged at the bottom of the handrail upright post, a protective cover is fixedly connected to the top of the bottom plate, and a spring is fixedly connected to the top of the bottom plate. A gasket is fixedly connected to the top end of the spring, an iron cylinder is fixedly connected to the top of the gasket, an air valve is arranged on the surface of the protection cover, a damping auxiliary assembly is arranged in the protection cover, and the protection cover is arranged on the outer wall of the spring in a sleeving mode. According to the utility model, the structures such as the iron cylinder, the gasket and the spring are arranged, the shock absorber is arranged below the guardrail, the TMD principle is utilized to realize shock resistance, resonance between the guardrail and the overbridge during an earthquake is avoided, the overall stability of the overbridge is increased, meanwhile, the contact degree between the shock absorption component and the air is reduced through the protective cover, and the overall service life of the shock absorber is prolonged.

The present application relates to municipal bridge engineering bridge repair suspension device, aiming at solving the technical problem of affecting road driving for the practical elevator operation of repairing the pedestrian overpass, comprising a basket mechanism, a main connecting shaft, a combination mechanism, a traveling wheel mechanism and a safety structure; the basket mechanism, the main connecting shaft, the combination mechanism and the traveling wheel mechanism form a traveling basket suspension structure; the safety structure comprises a connecting mechanism and a limiting driving block. The present application adjusts the basket mechanism, the main connecting shaft, the combination mechanism and the traveling wheel mechanism through the bolt assembly to adapt to the assembly of the pedestrian overpass, and uses the traveling wheel mechanism and the safety structure to drive the directional linear movement, so that the bridge repair suspension device effectively avoids the isolation of the road section under the pedestrian overpass compared with the repair operation of the elevator, thereby reducing the road congestion and traffic jam, and relieving the traffic pressure.

A horizontal lower chord truss is fixedly arranged between a left main rod truss and a right main rod truss, a plane bridge surface is fixedly arranged on the surface of the lower chord truss, and inclined stairways are fixedly arranged on the left main rod truss and the right main rod truss; a middle upper chord truss is connected to the middle position above the top ends of the left main rod truss and the right main rod truss, upper chord trusses are symmetrically and fixedly arranged at the left end and the right end of the middle upper chord truss, and stairway upper chord trusses are fixedly arranged between the front ends and the rear ends of the left main rod truss and the right main rod truss and the upper chord trusses located on the same end side. The main body structure of the bridge is a truss type integral space structure formed by connecting a plurality of steel rod pieces in a plane, and is an open-web bending structure used for bearing a load effect. After the structural system bears loads, most bending moment is converted into truss chord member axial force, shearing force is converted into web member axial force, and therefore when the span is large, the steel truss has the advantages of being large in rigidity, good in permeability, capable of saving steel consumption, convenient to manufacture, transport and assemble and the like, and the stress performance is higher than that of a traditional steel beam.

This utility model discloses a sunken flower trough for a steel structure pedestrian overpass, comprising: a first cantilever plate, a second cantilever plate, a flower trough bottom plate, an inner web plate, an outer web plate, and flower trough partitions. The pedestrian overpass has a cantilever space on each side. Several first and second cantilever plates are evenly arranged within the cantilever spaces, with each second cantilever plate connected to a first cantilever plate. The first cantilever plates are connected to the pedestrian overpass. The inner web plate of the flower trough is connected to the first cantilever plate. The flower trough bottom plate connects the inner and outer web plates. Several flower trough partitions are spaced apart between the inner and outer web plates and connected to the flower trough bottom plate. The flower trough bottom plate is connected to the second cantilever plates. Through the application of this utility model, a sunken flower trough for a steel structure pedestrian overpass is proposed. This not only avoids the problem of traditional flower troughs protruding from the bridge surface and affecting pedestrian passage, but also expands the greening area by utilizing the cantilever space to meet the needs of planting tall green plants.

The utility model discloses a large -span steel structure footbridge bridge beam suspension structure relates to footbridge steel structure technical field, including main arch, suspender and deck structure. Main arch is by two sides box -shaped section arch rib and welds in the arch top and 1 / 4 cross position multiple groups of cross link and constitutes integral force structure, and suspender is rigid member, and each group contains two parallel rod members, and is hinged through the column pin and the ear plate symmetrically welded in the arch rib lower web center line and the tie beam upper flange center line, realizes the flexible connection of main arch and deck structure. The deck structure contains the framework that is composed of parallelogram section tie beam, longitudinal beam and equal interval arrangement crossbeam, and the closed box is formed to the framework upper and lower cover top plate and bottom plate, and the both sides tie beam outside is equipped with the symmetric cantilever and forms the continuous overhanging structure with top and bottom plate. This structure utilizes suspender force transmission, makes arch end no horizontal thrust, has the advantages that arch bridge large -span and simply supported beam foundation adaptability is strong, promotes structural performance and landscape effect.