96 results about "Seismic protection" patented technology

A para-seismic support for pipes is disclosed. The support has two support members, each for supporting an end of a pipe on either side of a mechanical joint. The support members are joined to each other. The support is provided with a plurality of holes, at least one of which is for supporting the pipes, and at least one of which is for providing para-seismic protection by attaching the support to a ceiling and by attaching said support to a structure at an angle of no more than 90° from a vertical direction.

A negative stiffness device and method for seismic protection of a structure is described. In one embodiment, the device has an anchor frame and a movement frame laterally translatable relative to the anchor frame. The anchor frame and movement frame have respective extension portions. A linkage is pivotably connected to the extension portion of the anchor frame. A compressed spring has a first end is attached to the extension portion of the movement frame and a second end attached to the linkage. The compressed spring has a spring force. In a rest state, the compressed spring does not apply a lateral force to the movement frame. In an engaged state, the compressed spring is configured to apply a lateral force to displace the movement frame in a lateral direction of a seismic load. The spring force is amplified by the linkage when the movement frame is laterally displaced to an amplification point.

A seismic-protection wheel locational anchorage is provided. The present seismic-protection wheel locational anchorage includes a first fastening member and a second fastening member. The first fastening member has a first horizontal part and a first perpendicular part vertically and downwardly extending from one end of the first horizontal part. The second fastening member has a second perpendicular part and a second horizontal part extending parallel from a lower end of the second perpendicular part. The first horizontal part of the first fastening member is fastened to the bottom of a machine frame. The second horizontal part is securely fastened to the ground. When the vertical level between the machine frame and the ground is appropriately adjusted, the first perpendicular part and the second perpendicular part are securely joined together so as to provide the seismic-protection wheel locational anchorage for the machine frame.

A negative stiffness device and method for seismic protection of a structure is described. In one embodiment, the device has an anchor frame and a movement frame laterally translatable relative to the anchor frame. The anchor frame and movement frame have respective extension portions. A linkage is pivotably connected to the extension portion of the anchor frame. A compressed spring has a first end is attached to the extension portion of the movement frame and a second end attached to the linkage. The compressed spring has a spring force. In a rest state, the compressed spring does not apply a lateral force to the movement frame. In an engaged state, the compressed spring is configured to apply a lateral force to displace the movement frame in a lateral direction of a seismic load. The spring force is amplified by the linkage when the movement frame is laterally displaced to an amplification point.

The invention relates to seismic protection (anti-seismic) devices and, in particular, to seismic hysteretic dampers, used to protect the structures against severe earthquakes. These devices are installed at points where large displacements are expected due to earthquake shakings, such as between a bridge deck and bearing points of said bridge (e.g. the pier cap beam).

Negative stiffness systems and methods for seismic protection of a structure is described. A system can include a negative stiffness device having a first linkage pivotably connected to an anchor frame at a first pivot point and pivotably connected the movement frame at a second pivot point. The negative stiffness device can include a spring having a first end operably coupled to the anchor frame and a second end operably coupled to a movement frame. In a rest state, the spring can be compressed to exert a preload force to the first linkage and the anchor frame and not displace the first linkage and the movement frame. In an engaged state, the spring can be configured to apply a force to the first linkage such that the movement frame is displaced in a same lateral direction of a seismic load. The spring force can be amplified by the first linkage.

The invention relates to an anti-seismic bridge support. The support comprises a first-stage anti-seismic shock-absorbing structure and a second-stage anti-seismic shock-absorbing structure, the first-stage anti-seismic shock-absorbing structure drives baffle rods to move upwards through the rotation of cams, and jacking rods cooperate with baffle blocks at the two sides of the lower portion of across beam to limit the horizontal displacement of the cross beam; the second-stage anti-seismic shock-absorbing structure drives first gears to rotate through the vertical displacement of the jackingrods in the baffle rods and then transmits the rotation to first bevel gears through retractable universal couplings, the first bevel gears are connected with second-stage anti-seismic devices to achieve bevel self-locking of pistons and pressing blocks, and therefore second-stage anti-seismic protection is achieved; meanwhile, through a bridge pier is protected through a linkage mechanism underthe cross beam; the anti-seismic bridge support limits the displacement of the bridge cross beam well, the beam falling risk is avoided, and the structural seismic damage and the structural damage degree are reduced; meanwhile, the anti-seismic bridge support achieves two-stage seismic protection, the anti-seismic capability of a bridge is greatly improved, the buffer protection capability of thebridge pier during an earthquake can also be improved, and the anti-seismic effect is remarkable.

Negative stiffness systems and methods for seismic protection of a structure is described. A system can include a negative stiffness device having a first linkage pivotably connected to an anchor frame at a first pivot point and pivotably connected the movement frame at a second pivot point. The negative stiffness device can include a spring having a first end operably coupled to the anchor frame and a second end operably coupled to a movement frame. In a rest state, the spring can be compressed to exert a preload force to the first linkage and the anchor frame and not displace the first linkage and the movement frame. In an engaged state, the spring can be configured to apply a force to the first linkage such that the movement frame is displaced in a same lateral direction of a seismic load. The spring force can be amplified by the first linkage.

The invention relates to a bridge anti-seismic and damping device. The device comprises a first grade anti-seismic and damping structure and a second grade anti-seismic and damping structure, the first grade anti-seismic and damping structure drives a stop lever to move upward through the rotation of a cam, and the cooperation of a top rod and check blocks at the two sides below a cross beam limits the horizontal displacement of the cross beam; the second grade anti-seismic and damping structure drives a first gear to rotate through the vertical displacement of the top rod in the stop lever and then transmits the rotation to a first bevel gear through a telescopic universal coupling, and the first bevel gear is connected with a second grade anti-seismic device to achieve the inclined slopeself-locking of a piston and pressing block to achieve the second grade anti-seismic protection; and the protection of a bridge pier is achieved through a link mechanism under the cross beam. The bridge anti-seismic and damping device has the advantages that the displacement of the bridge cross beam is limited very well, the risk of the beam falling is avoided, the structural seismic damage is reduced, the structural damage degree is reduced, two-stage earthquake protection is achieved, the seismic capability of the bridge itself is greatly improved, the buffering protective capability of thepier can also be strengthened when the earthquake occurs, and the earthquake resistant effect is significant.

The invention discloses an additional swing steel frame capable of improving seismic resistance of a frame structure, and belongs to the field of building anti-seismic protection. The additional swingsteel frame comprises the frame structure and is characterized in that a swing steel frame body is arranged on one side of the frame structure, the frame structure is connected with the swing steel frame body through an energy-absorbing device, the bottom of the swing steel frame body is hinged to a foundation, and the swing steel frame body rotates through a hinging point and comprises a horizontal support, a vertical support, an inclined support and a vertical self-resetting system. According to the frame, the energy-absorbing device has good energy-dissipating capacity and anti-seismic effect and can further reduce and even remove residual deformation of the structure. The frame can effectively control structure deformation, and the seismic energy absorbing capability and the use function recovering capability of the overall frame structure are improved.

Seismic protection materials are derived from assemblages of unit cells, where each of the cells has a core, one or more shells disposed about the core, and rigid plates bounding the shells. The cores limit relative vertical movement between the plates, and the shell(s) limit relative lateral motion between the plates. Uncompressed cores are preferably substantially spherical or cylindrical, and can be solid or hollow. Unit cells can be aligned in same or different directions, both within a given layer of cells, and in different layers of cells. Assemblages can have any suitable overall shape and size, depending upon application, and for example can support objects ranging from table top equipment to large buildings and bridges.

The present invention relates to a stochastic simulation method for evaluating the reliability of an urban water supply network, and belongs to the technical field of seismic protection of the urban water supply network. The method comprises the following steps: calculating the pipeline seismic damage rate; generating the seismic damage scenario of the water supply network based on the Monte Carlosimulation; carrying out hydraulic analysis on the low-pressure water supply network based on the "step-by-step iteration" method; and calculating the seismic reliability index. According to the method provided by the present invention, without modifying a pipe network system file or writing an extra code, the hydraulic equations of the low-pressure pipe network can be solved, and the method hasthe advantages of high computational efficiency and good stability; and the method provides a new idea for hydraulic simulation and reliability evaluation of the water supply network during earthquake, and is of guiding significance to disaster relief and restoration after an earthquake.

The invention discloses a seismic monitoring and alarming system used for the rail transit and belongs to the seismic protection and control systems. The system comprises a seismic monitoring site, a linkage control center and a monitoring center. At least one monitoring space is arranged in the seismic monitoring site. At least two strong-motion seismographs are installed in each monitoring space. The strong-motion seismographs are connected with linkage logic processing devices. A monitoring space is arranged in the linkage control center. The linkage logic processing devices are installed in the monitoring space. According to the invention, through the structures of the seismic monitoring site, the linkage control center and the monitoring center in the system, redundancy judgment can be performed on P-waves or S-waves in a seismic source; safety of seismic alarming judgment is ensured; seismic warning information can be given out as early as possible when the seismic occurs; a train which runs at the high speed is allowed to timely reduce speed and stop before the seismic occurs; the possibility of train derailment and overturning is reduced; life safety of passengers is ensured; accurate and timely after-seismic information is provided for superior command systems; and favorable conditions are created for disaster relief work.

The invention relates to a base seismic isolation system of a transformer. The base seismic isolation system comprises a bracket (4) used for mounting the transformer and a base (6) fixed on a ground structure. Multiple friction pendulum supporting seats (5) and a pulling resistant device (7) are further mounted between the bracket (4) and the base (6), wherein the multiple friction pendulum supporting seats enable the bracket (4) and the base (6) to slide horizontally, and the pulling resistant device (7) restrains the vertical movement of the bracket (4) and the base (6). Compared with the prior art, according to the base seismic isolation system, the seismic effect can be effectively reduced, the vibration of sleeves on the upper portion of the transformer is reduced, and the sleeves can be prevented from damage; meanwhile, the seismic isolation period of the multiple friction pendulum supporting seats (5) is independent of the quality of seismic isolation equipment, the parameters of the seismic isolation design are simple, and the selection range is large; and different seismic isolation design targets can be achieved under different design earthquake levels by optimizing the seismic isolation parameter design, and the base isolation system can be applied to seismic protection of power transformation equipment of power transformers, converter transformers, electric reactors and the like.

A seismic wave shield for protecting an area from seismic vibrations and a method of shielding an area from seismic waves by installing a seismic wave shield. The seismic wave shield comprises a set of columns (1) embedded in regolith (3) and in contact with bedrock (4). There is a material contrast between a material forming the columns (1) and the regolith (3).

The invention discloses a big data computer case socket, which comprises a base, wherein a case body is arranged at the bottom part of an inner cavity of the base, a power supply mechanism is arranged on the back surface of the base and comprises a fixed shell, bolts are arranged on the two sides of the back surface of the fixed shell in a penetrating mode, the front end of each bolt is in threaded connection with the back surface of the base, a power supply base is embedded in the top part of the fixed shell, an anti-falling mechanism is arranged at the top part of the fixed shell, and the anti-falling mechanism comprises an anti-falling ring located above the fixed shell. Through the arrangement of the power supply mechanism, the case body is powered, a power connection end of the case body is protected and limited through the arrangement of the anti-falling mechanism, during use, the heat dissipation efficiency of the case body is improved through the arrangement of a heat dissipation mechanism, and anti-seismic protection is provided for the case body through the arrangement of a cushioning mechanism, so that the purposes of neat lines, falling prevention, cushioning, dust prevention and high heat dissipation efficiency can be achieved.

Water storage systems are provided to facilitate storing water for use when a primary source of water becomes unavailable. These water storage systems can be configured to connect into a home's or a building's plumbing to enable the water tanks of the system to be easily filled and regenerated. The water storage systems may include a support system to maximize space utilization and to possibly provide seismic protection.

The invention provides a packaging machine for a wine bottle packaging box. The packaging box comprises a front clamping block, a rear clamping block and a folded plate, the front clamping block is used for fixing a bottleneck, the rear clamping block is used for fixing a bottle bottom, and the folded plate is used for wrapping a bottle body from the side face. The packaging machine comprises a frame body, a feeding mechanism is arranged on one side of the frame body, and the entry end of the feeding mechanism is connected with a storing box. The exit end of the feeding mechanism leads to a clamping block packaging mechanism, a folded plate packaging mechanism is arranged on the other side of the frame body, and a driving mechanism which drives a wine bottle to move is further arranged on the frame body. The packaging box has the advantages that the packaging box is simple in structure, good in seismic protection performance, capable of being reused and economic and environmentally friendly; according to the packaging machine which is specially used for the packaging box, the labor input can be reduced, automatic packaging of the wine bottle is achieved, packaging efficiency is improved, and manpower cost is reduced; and the packaging machine which is specially used for the packaging box is specially used for the e-commerce industry with heavy workload.

The invention discloses an earthquake protection bed with high structural strength, which comprises a fixed bottom plate, top covers are rotationally connected to the two ends of the fixed bottom plate. The bottom of the end, away from the fixed bottom plate, of the top cover is rotationally connected with an inclined supporting plate. A rotating groove is formed in the top of the fixed bottom plate; a rotating bolt is fixedly connected to the inner wall of the rotating groove; the rotating bolt penetrates through the end, away from the top cover, of the inclined supporting plate and is rotationally connected with the inclined supporting plate. A locking table is fixedly connected to the end, close to the top cover, of the inclined supporting plate, a locking hole is formed in the bottom of the locking table, a fixing hole is formed in the inner wall of the locking hole, a lock catch device is slidably connected to the inner wall of the locking hole, and a hinge groove is formed in thetop of the end, away from the fixing bottom plate, of the top cover. The earthquake protection bed with high structural strength is safer and more comfortable to use, can effectively protect the lifesafety of users, and is simple in opening operation and higher in opening speed.

Water storage systems are provided to facilitate storing water for use when a primary source of water becomes unavailable. These water storage systems can be configured to connect into a home's or a building's plumbing to enable the water tanks of the system to be easily filled and regenerated. The water storage systems may include a support system to maximize space utilization and to possibly provide seismic protection.

A para-seismic support for pipes is disclosed. The support has two support members, each for supporting an end of a pipe on either side of a mechanical joint. The support members are joined to each other. The support is provided with a plurality of holes, at least one of which is for supporting the pipes, and at least one of which is for providing para-seismic protection by attaching the support to a ceiling and by attaching said support to a structure at an angle of no more than 90° from a vertical direction.

The invention discloses an earthquake protection stand which comprises round balls and steel pipes with the diameter of 50 millimeters. The earthquake protection stand is characterized in that 6 steel pipes with the diameter of 50 millimeters are connected in an isosceles triangle way, the length of the steel pipes with the diameter of 50 millimeters is 90 centimeters, and each joint is welded and connected by using the round balls. When in use, a person enters the triangular protection stand, the body curls, and the person takes a rest and waits for rescue. The invention has the advantages of simple design, high safety and reliability, attractive appearance and low price and can be popularized and used.

The invention relates to seismic protection (anti-seismic) devices and, in particular, to seismic hysteretic dampers, used to protect the structures against severe earthquakes. These devices are installed at points where large displacements are expected due to earthquake shakings, such as between a bridge deck and bearing points of said bridge (e.g. the pier cap beam).

The invention discloses an anti-seismic support for a road bridge, belongs to the technical field of bridge buildings, and aims to solve the problems that the existing anti-seismic support lacks sufficient anti-seismic protection for transverse connection of a bridge structure, so that the bridge is easily damaged by seismic transverse waves during an earthquake; the anti-seismic support of the existing bridge is exposed to the outside for a long time, so that the anti-seismic buffer assembly is easily oxidized and damaged after being exposed to the sun and wind for a long time; the isolation cylinder and the supporting circular plate are used for packing the anti-seismic buffering assembly, the top end of the anti-seismic buffering assembly protrudes and penetrates through the isolation cylinder to be connected with the mounting plate to fix the beam body, the gyroscope supporting piece is squeezed and pushed through vibration to compress the rubber buffering block, the flexible abutting block is pushed to drive the force unloading curved rod to slide to be evenly dispersed and buffered, and distortion of vibration to the gyroscope supporting piece is overcome; the stable connection between the gyroscope supporting piece and the beam body is maintained; damage caused by earthquake vibration to a bridge is reduced, the connection stability of the bridge body during an earthquake is fully guaranteed, and safety and reliability are achieved.

The invention discloses an anti-seismic and anti-falling type movable LED screen and a manufacturing method. The anti-seismic and anti-falling type movable LED screen comprises a base, a first spring, a first connecting shaft, anti-skid rubber, a limiting block, a limiting hole, a second sleeve, a second connecting shaft, a second spring, a gear, a limiting claw, a first telescopic rod, a third spring, damping rubber, a second telescopic rod, a fourth spring, a pulley, a connecting rod and a connecting block. The LED screen is safe and reliable, an anti-seismic protection structure is formed through cooperative use of the protection shell, the first telescopic rod, the third spring, the dustproof strip, the damping rubber, the second telescopic rod, the fourth spring, the pulley, the connecting rod and the connecting block, the LED screen is prevented from being damaged in the transportation and moving process, and through use of the anti-seismic protection structure, the LED screen is prevented from being damaged when falling down accidentally, and the service life of the LED screen is prolonged; The manufacturing method of the LED screen is simple, the quality of the LED screen is guaranteed, meanwhile, the manufacturing cost is reduced, and popularization and application of enterprises are facilitated.

The invention discloses an anti-seismic protection device for a vehicle and relates to the technical field of electric vehicles. The device comprises an electric vehicle body, the electric vehicle body comprises a vehicle body, wheels, a protection device, a battery box, a vehicle seat, a rear vehicle box and a storage battery chamber, the wheels are fixedly connected with the vehicle body throughsupporting frames, shock absorbers are fixedly installed on the outer surfaces of the supporting frames, the storage battery chamber is located in the middle of the vehicle body, and the bottom of the battery box is fixedly connected with the inner bottom wall of the storage battery chamber. According to the invention, on one hand, the protection device can protect the electric vehicle when collision occurs and buffer force is generated to prevent the electric vehicle and a driver from being damaged and injured due to direct stress; on the other hand, batteries of different sizes can be placed in the compression pad arranged on the battery box, problems are avoided that gaps are caused by different sizes of the batteries and materials need to be searched for to fill the gaps between the batteries, and the batteries can be placed more firmly.

The invention discloses a teaching platform with an earthquake protection function. The teaching platform comprises a platform box body, wherein a connecting bucket is welded to the rear end of the platform box body, a connecting plate is welded to the upper end of the platform box body, a platform surface is welded to the upper end of the connecting plate, a first groove is formed in the platformsurface, the inner portion of the first groove is slidably connected with a connecting block, the upper end of the connecting block is in clamped connection with a baffle, a first rectangular grooveis formed in the connecting bucket, the inner portion of the first rectangular groove is movably connected with a steel wire rope, and the front end of the platform box body is provided with a rectangular port. When an earthquake occurs, people can hide into the platform box body, a handle is pulled down, so that a connecting block drives embedded blocks to move perpendicularly, the platform surface can slide down through a rotating wheel due to the inclination and is placed aslant on the edge side of the platform box body to protect the rectangular port, and when the earthquake ends, a connecting ring can be pulled up through the handle for escape.

The present invention relates to an anti-seismic protection device (1) that can be installed in a home, comprising: —a base frame portion (2A) comprising at least four base tubular elements (21A) made of carbon fibre arranged in plan so as to constitute the vertices of a base rectangle, said tubular elements being connected to each other by means of tubular base frame beams (23 A) made of carbon fibre, arranged to form diagonals of the base rectangle, —a shower tray (3) coupled to said base frame portion (2A) provided with a water drainage hole, —a cap frame portion (2B) comprising at least four cap tubular elements (21B) made of carbon fibre arranged in plan so as to constitute the vertices of a cap rectangle, said tubular elements being connected to each other by means of tubular cap frame beams (23B) made of carbon fibre, said second tubular cap frame elements (23B) being arranged to form diagonals of the cap rectangle, wherein each tubular cap element (21B) in operating condition is placed on the vertical of a corresponding base tubular element (21A), spaced therefrom —an intermediate frame portion (2C) comprising four tubular uprights (21C) that can each be coupled at an opposite free end to one of the four base tubular elements (21A) and to the corresponding cap tubular element (21B) placed on the vertical, and wherein the intermediate frame portion (2C) further comprises at least three peripheral walls (22C), each peripheral wall (22C) extending between two neighbouring uprights (21C) —a water dispenser coupled to the cap frame portion (2B) or to the intermediate frame portion (2C), such that the anti-seismic protection device (1) can be used as a shower cabin.

The invention relates to a density gradient anti-seismic building structure, and belongs to the technical field of building structure anti-seismic projects. The density gradient anti-seismic buildingstructure comprises an excavated foundation, anchor rods and density gradient materials, wherein the density gradient materials are fixed to the foundation slope and the inherent base plane of the foundation through the anchor rods. The corner positions of the density gradient materials are bonded, welded or connected through bolts. The density gradient materials are composed of nonmetal-nonmetal,nonmetal-metal or metal-metal. The density gradient materials at least comprise four levels including first-level density materials, second-level density materials, third-level density materials andfourth-level density materials. According to the density gradient anti-seismic building structure, anti-seismic protection is directly implemented on the building structure foundation slope and the inherent base of the foundation, the complex technology that anti-seismic materials are added in a building structure is avoided, consumption of the anti-seismic materials is reduced, the self weight ofthe building structure is not changed, and the integral safety of the building structure can be better improved.