47results about How to "Full energy consumption" patented technology

The invention relates to a cross laminated timber (CLT) double-board seismic wall with a swinging energy-dissipation function. The CLT double-board seismic wall is composed of two CLT shear walls, a friction-type vertical connecting piece and a friction-type pulling-resistant anchoring piece. The two CLT shear walls are spliced together through the friction-type vertical connecting piece, and a wall body is connected with a floor or a foundation through the friction-type pulling-resistant anchoring piece. Under the effect of an earthquake, the CLT shear walls rotate in the wall board plane, the friction-type vertical connecting piece is in shear, and lap joint friction surfaces of the friction-type vertical connecting piece slide relatively to dissipate energy; and meanwhile, the specially-designed pulling-resistant anchoring piece is matched with rotation of the CLT shear walls, and friction surfaces in the pulling-resistant anchoring piece also slide relatively to dissipate energy. The CLT shear walls are hardly damaged after the earthquake, friction sheets in the vertical connecting piece and the pulling-resistant anchoring piece are not damaged and do not need to be replaced after the earthquake, and the ideal anti-seismic property that the structure is stable under small earthquakes, the seismic wall swings but is not damaged under large earthquakes, and no post-earthquake maintenance or only a small amount of post-earthquake maintenance is needed is achieved.

Provided is a self-resetting wane type friction composite damper. Two bolt groove hole slide ways (2') penetrating through an outer pipe (2) are formed in the outer pipe (2), the length of the bolt groove hole slide ways is equal to that of a bolt groove hole slide way (1'), and a connecting key is arranged at the left end of the outer pipe (2). Sliding bolt assemblies (3) are mounted in the bolt groove hole slide way (1') and the bolt groove hole slide ways (2') and are in clearance fit with the outer pipe (2); an elastomer (4) is arranged in an inner pipe (1), hooks are arranged at the two ends of the elastomer (4) and hung on limiting bolts of the sliding bolt assemblies (3) respectively, and the inner pipe (1) and the outer pipe (2) are closely connected together. A friction viscoelasticity assembly (5) is connected to the inner wall of the outer pip (2) through bolts (8); a fixed hinge support assembly (6) is mounted on the outer wall of the inner pipe (1), and a friction wane (9) is mounted on the fixed hinge support assembly (6).

The invention discloses a self-resetting corrugated variable friction damper, which mainly comprises an inner pipe, an outer pipe, a friction assembly, a spiral spring, belleville springs and an associated assembly. The inner pipe is a solid circular pipe made of steel, and the pipe diameter of the middle of the inner pipe is increased; the outer pipe is combined by two semi-circular pipes with flat plate joints, and bolt holes are formed in flat plates; the middles of the inner pipe and the outer pipe are provided with mutually-matched corrugated sections, and the corrugated sections of the inner pipe and the outer pipe are pasted with friction materials or machined friction faces to constitute the friction assembly jointly. The spiral spring is axially pressed and provides the self-resetting capacity; the belleville springs are additionally arranged on high-strength bolts to radially provide the self-resetting capacity; the damper has the variable friction characteristic, under medium and small earthquakes, friction force is small, the displacement stroke is large, under large earthquakes, the friction force is sharply increased, the displacement stroke is decreased, and the energy-dissipating capacity under different earthquake conditions is ensured; and compared with a damper of the same type, the ultimate bearing capacity of the damper is larger, durability is good, and the using range is wide.

The invention relates to an orthogonal plywood shear wall-concrete core tube mixed lateral-load-resistance system. The system includes an orthogonal plywood shear wall, a concrete core tube, replaceable energy-dissipation connectors, a concrete foundation, prestressing swing supports, a first post-tensioned unbonded prestressing bar, a second post-tensioned unbonded prestressing bar, a first steelshim and a second steel shim. The orthogonal plywood shear wall is connected with the concrete core tube through the several replaceable energy-dissipation connectors, the concrete core tube is connected with the concrete foundation through the first steel shim, the second steel shim and the several prestressing swing support, the first post-tensioned unbonded prestressing bar runs through the concrete core tube longitudinally and is fixed by an anchorage device, and the first post-tensioned unbonded prestressing bar runs through the orthogonal plywood shear wall longitudinally and is fixed by an anchorage device and the second post-tensioned unbonded prestressing bar runs through the concrete core tube longitudinally and is fixed by an anchorage device. Compared with the prior art, the system can effectively reduce the damage of orthogonal plywood wallboards and concrete shear walls in an earthquake, energy-dissipation components are easily replaced, and the difficulty and cost of post-earthquake repair can be reduced.

The invention belongs to the field of vibration control of building structures, and particularly relates to an olive-shaped quadruple energy-consuming type damper. The damper comprises a right end plate, a right end plate, a threaded hole A, a threaded hole B, an external arc-shaped energy-consuming steel plate, an olive-shaped energy-consuming steel plate, an elliptical hole, a coordinate connection reinforced steel, an energy-consuming rib, an internal arc-shaped energy-consuming steel plate, an olive-shaped foamed aluminum energy absorption plate, an elastic caking filling material, a locking nut, a connection shaft, a friction energy-consuming block, a foamed aluminum energy-consuming material, a round soft steel energy-consuming inner cylinder and a spring energy-consuming body; the damper is enclosed by the right end plate, the left end plate, the external arc-shaped energy-consuming steel plate and the olive-shaped energy-consuming steel plate, and the interior of the olive-shaped energy-consuming steel plate is provided with the elliptical hole; and the olive-shaped foamed aluminum energy absorption plate is arranged to be closely next to the olive-shaped energy-consuming steel plate. The olive-shaped quadruple energy-consuming type damper has the beneficial effects that the initial stiffness is large, the material yield dispersion area is large, and the damper is designed by adopting the quadruple energy-consuming structure, cab increase the integral stiffness of the building structure when being used normally, and can decrease the earthquake reaction of the building structure when an earthquake happens.

The invention belongs to the field of architectural structure vibration control, and provides a tension and compression energy dissipation metal damper. A cylinder structure is enclosed by an outer semicircle energy dissipation steel plate and an end energy dissipation steel plate. Initial rigidity is high, material yield dispersion area is large, and recoverable deformation is high. During an earthquake, an upper plate and a lower plate drive the outer semicircle energy dissipation steel plate, the end energy dissipation steel plate and an energy dissipation partition mild steel plate to vibrate. The energy dissipation partition mild steel plate and a round mild steel inner cylinder are in intercoordination to extrude and dissipate energy, and energy dissipation deformation can be conducted by self-curving. During relative displacement, friction between the energy dissipation partition mild steel plate and foamed aluminium energy dissipation materials is conducted to extrude and dissipate energy in a friction mode, and therefore energy such as kinetic energy or elastic potential energy of the structure can convert into thermal energy and dissipate. Spring energy dissipation bodiesand the energy dissipation partition mild steel plate are synergistically stressed to improve energy dissipation capacity of vibration in the tension and compression direction of the damper, and therefore energy dissipation of the damper is fuller, during normal application, overall rigidity of the architectural structure can be increased, and during the earthquake, earthquake reaction of the architectural structure can be reduced.

The invention relates to an asymmetric U-shaped belt corrugated perforated steel plate damper, and belongs to the technical field of civil engineering energy dissipation and shock absorption. The metal damper comprises two U-shaped energy dissipation parts which are horizontally and oppositely arranged, two perforated steel plates, an upper cover plate, and a lower cover plate. According to the asymmetric U-shaped belt corrugated perforated steel plate damper, based on the design concepts that multiple safety mechanisms are adopted, energy consumption elements can be replaced, the shear bearing capacity is improved, out-of-plane buckling is restrained, and multiple shear energy consumption mechanisms work cooperatively, the limitation of a traditional metal damper is broken through. The asymmetric design of the U-shaped energy dissipation parts is combined with the perforated steel plates to form the multiple safety mechanisms, so that the problem that the damper is not prone to generating plastic energy dissipation and needs to consume energy of a main body structure in a small vibration is solved. Therefore, the perforated steel plates can yield at multiple positions, the damperis stable in energy consumption performance, the shear capacity is improved, only energy consumption components need to be replaced after a vibration to recover the function, and economic benefits areobvious. The asymmetric U-shaped belt corrugated perforated steel plate damper develops towards the assembling direction, replacement is easy and convenient, arrangement modes are various, and the number of the energy consumption components can be flexibly increased or decreased according to actual conditions.

The invention discloses a bottom angle damper with a displacement amplification function and an assembled shear wall with a swing energy dissipation function. The assembled shear wall is composed of a shear wall body, an upper connecting plate, a middle connecting plate, a lower connecting plate, a bent steel plate, bolts, an upper supporting arm, a lower supporting arm, a connector, a lead screw, a cylinder barrel, a viscous fluid and a propeller. According to the assembled shear wall structure, a novel damper with displacement amplifying and steering functions is mounted at a weak position of the bottom of the shear wall, and the novel damper is composed of a bending energy dissipation damper, a displacement amplifying and steering device and a viscous energy dissipation damper. The damper has the functions of amplifying the displacement and converting the force in the vertical direction of the structure into the force in the horizontal direction for transmission. The stability and redundancy of the shear wall structure can be improved, so that damage to a main body structure is reduced.

The invention provides an energy consumption support of a lateral pulling and pressing type, and belongs to the field of building structure vibration control. The support comprises a connecting plate,a connecting plate screw hole, a fixed end plate, an upper energy consumption plate, a left energy consumption plate, an energy consumption soft steel plate, a right energy consumption plate, an energy consumption steel plate with built-in elliptical holes, an arc-shaped energy consumption steel plate, an elastic bonding filling material, and a foamed aluminum energy consumption material. According to the invention, the energy consumption steel plate with the built-in elliptical holes is good in energy consumption effect, and is high in utilization rate of steel. Moreover, the energy consumption steel plate with the built-in elliptical holes is large in yield area, and is provided with a plurality of elliptical hole, and a formed energy consumption rib saves the materials, and enables thestructure to be more complete in energy consumption. The combined energy consumption steel plates can cooperate with each other to press against each other for energy consumption under the action ofthe horizontal and lateral pulling and pressing and the reciprocating shearing action, and there is no vivid stress concentration phenomenon. The elastic bonding filling material and the foamed aluminum energy consumption material are good in energy consumption effect, and can improve the overall rigidness of a building structure in a normal use state.

The invention discloses a combined ultra-elastic overlapping multi-bending-plate vibration reduction energy consumption device for a self anchoring suspension cable bridge. The device is the combined ultra-elastic overlapping multi-bending-plate vibration reduction energy consumption device; certain energy consumption capability is realized in earth quake or under the condition of normal load, so that the bridge damage degree can be reduced; the device belongs to the technical field of shock resistance and shock reduction. The device is applied to the self anchoring suspension cable bridge, and can meet the carrying force and intensity requirements under the power load effects of the normal wind load, vehicle running, braking and the like; certain energy consumption capability is realized; the energy consumption can be realized in great earthquake; along with the external stimulation increase, the device can generate the ultra-elastic deformation; the integral effective rigidity of the self anchoring suspension cable bridge is effectively improved. Therefore the problem that a reinforcing beam of the self anchoring suspension cable bridge bears great axial pressure is solved.

A multifunctional multi-level turbulence strong combustion device comprises a strong combustion chamber wall, a vertical cylindrical strong combustion chamber located on the inner side of the strong combustion chamber wall, and an air blower located on the outer side of the strong combustion chamber wall. The strong combustion chamber wall is internally provided with an upper turbulence oxygen conveying channel, a middle turbulence oxygen conveying channel and a lower turbulence oxygen conveying channel. Air outlets of the turbulence oxygen conveying channels which are vertically adjacent are arranged in a dislocation manner. Air inlets of the turbulence oxygen conveying channels are communicated with branch oxygen supply pipelines on the outer side of the strong combustion chamber wall. The branch oxygen supply pipelines are communicated with a master oxygen supply pipeline. The master oxygen supply pipeline is communicated with an air outlet of the air blower. The branch oxygen supply pipelines are provided with single-layer air volume adjusters. The air blower is connected with an air blower frequency converter. The strong combustion chamber wall is provided with a smoke flow measuring instrument and a smoke oxygen content measuring instrument which are inserted in the cylindrical strong combustion chamber. When an incinerator with the device combusts different substances, the oxygen inlet manners and the oxygen inlet amount can be adjusted and controlled according to specific situations, and accordingly sufficient combustion of the incinerator is guaranteed.

The invention provides a multidirectional shock absorption damper and belongs to the field of building structure vibration control. A main body of the multidirectional shock absorption damper is defined by an end energy-consuming steel plate, a side supporting energy-consuming steel plate and a horizontal shearing energy-consuming grating plate. Foamed aluminum energy-consuming materials are arranged in an inner cavity of a defined structure, and foamed aluminum energy-consuming plates are arranged on the positions, close to the side supporting energy-consuming steel plate and the horizontal shearing energy-consuming grating plate, in the defined structure correspondingly. A circular soft steel energy-consuming inner tube is arranged in the middle in the defined structure, and a pluralityof arc-shaped energy-consuming steel plates are symmetrically arranged on the two sides of the circular soft steel energy-consuming inner tube. The upper ends and the lower ends of the arc-shaped energy-consuming steel plates are fixedly connected with the end energy-consuming steel plate. The multidirectional shock absorption damper has the beneficial effects that the initial rigidity is large, the material yield scattering area is large, recoverable deformation is large, the damping capacity is high, and the good vibration-resistant property, ductility and hysteretic energy-consuming capacity are achieved.

The invention belongs to the field of vibration control of a building structure, in particular to a spindly tension-compression type energy-dissipating damper. The damper comprises an upper plate, a lower plate, a screw hole A, a screw hole B, an external curved energy-dissipating steel plate, a spindly energy-dissipating steel plate, elliptical holes, a coordinated connection steel bar, an energydissipation rib, internal curved energy-dissipating steel plates, a spindly foaming aluminum energy absorbing plate, elastic bonding filling material and lock nuts. The damper is enclosed by the upper plate, the lower plate, the external curved energy-dissipating steel plate and the spindly foaming aluminum energy absorbing plate. The elliptical holes are arranged in the spindly energy-dissipating steel plate. The spindly foaming aluminum energy absorbing plate is arranged at the position, close to the spindly energy-dissipating steel plate internally equipped with the elliptical holes, the interior of the enclosed structure. The structure enclosed by the upper plate, the lower plate, the external curved energy-dissipating steel plate and the spindly foaming aluminum energy absorbing plate is filled with the elastic bonding filling material. When the damper is used in a normal state, the overall rigidity of a building structure is enhanced. In case of an earthquake, earthquake reactions of the building structure are reduced.

The invention belongs to the field of vibration control of a building structure, particularly relates to a multi-directional shock-absorbing buffering multi-order energy-consuming damper. The multi-directional shock-absorbing buffering multi-order energy-consuming damper comprises an upper plate, a lower plate, a screw hole A, a screw hole B, an energy-consuming steel plate A, an energy-consumingsteel plate B, an elliptical hole, a coordinating and connecting steel bar, an energy-consuming rib, a horizontal arc-shaped energy-consuming steel plate, a foaming aluminum energy absorbing plate, afoaming aluminum energy-consuming material, a locking nut, a circular soft steel energy-consuming internal cylinder, a end portion energy-consuming steel plate, a horizontal energy-consuming separating soft steel plate, a vertical energy-consuming separating soft steel plate, an energy-consuming side steel plate and a vertical arc-shaped energy-consuming steel plate. The multi-directional shock-absorbing buffering multi-order energy-consuming damper is of a structure enclosed by the upper plate, the lower plate, the energy-consuming steel plate B and the energy-consuming side steel plate. Thefoaming aluminum energy-consuming plate is arranged at the position, close to the energy-consuming steel plate B, of the inner of the enclosed structure. The multi-directional shock-absorbing buffering multi-order energy-consuming damper has the advantage and beneficial effect that the earthquake response of a building structure is reduced by using the structural design of multi-directional shockabsorption and multi-order energy consumption.

The invention relates to an asymmetric U-shaped corrugated double-layer inclined-seam steel plate damper, and belongs to the technical field of civil engineering energy dissipation and shock absorption. The metal damper is composed of two U-shaped energy dissipation pieces which are horizontally and oppositely arranged, two double-layer inclined-seam steel plates, an upper cover plate and a lowercover plate. Based on the design concepts that multiple safety mechanisms are adopted, energy dissipation elements can be replaced, the shear bearing capacity is improved, out-of-plane buckling is restrained, and multiple shear energy dissipation mechanisms work cooperatively, the limitation of a traditional metal damper is broken through. The combination of the asymmetric design of the U-shaped energy dissipation pieces and the inclined-seam steel plates form a multiple safety mechanism, and the problem that the damper is not prone to generating plastic energy dissipation during small earthquakes is solved. The inclined-seam steel plates yield at multiple positions, the damper is stable in energy dissipation performance, the shear bearing capacity is improved, only energy dissipation parts need to be replaced after the earthquake to recover the function, and economic benefits are obvious. The metal damper develops towards the fabricating direction, replacement is easy and convenient,arrangement modes are various, and the number of the energy dissipation parts can be flexibly increased or decreased according to actual conditions.

The invention belongs to the field of vibration control of building structures, and provides a novel energy-consuming support assembly connection structure which is assembled by a right angle frictionconnection, friction energy-consuming plates, first-level lead pins, second-level lead pins, three-level lead pins and rivets. The top layer and the bottom layer of the novel energy-consuming supportassembly connection structure are provided with the friction energy-consuming plates, and the middle layer is provided with the right angle friction connection. The right angle friction connection isprovided with a screw hole and a rivet hole, and the friction energy-consuming plates are provided with a plurality of round holes, lead pin holes and rivet holes. The connection structure has the advantages of large initial rigidity, no obvious stress concentration, large steel yield area, good energy consumption effect and high steel utilization rate. In case of rotation or tension, the right angle friction connection can drive the friction energy-consuming plates to consume energy, so that the overall structure has excellent rotation or tension and friction damping energy consuming effects, and the energy consuming efficiency is significantly improved. The lead pins not only have good energy consuming effects but also are convenient to replace. The connection structure is simple to manufacture and install and good in economy.

The invention discloses a space three-dimensional deformation shock absorber capable of achieving graded energy dissipation, and belongs to the field of civil engineering structure energy dissipationand shock absorption. The space three-dimensional deformation shock absorber comprises an outer steel frame, an arc-shaped steel ring, inner steel frames, an arc-shaped steel plate, viscoelastic layers and a steel plate layer. The space three-dimensional deformation shock absorber is characterized in that the viscoelastic layer between the outer steel frame and the inner steel frame can be shearedand deformed along the X direction; the viscoelastic layer between the two inner steel frames can be sheared and deformed in the Y direction and the Z direction; the arc-shaped steel ring is soft steel, the two ends of the arc-shaped steel ring are fixedly connected with the outer steel frame, and bending-torsion plastic deformation in the X direction can be achieved; the arc-shaped steel plate is soft steel, the two ends of the arc-shaped steel plate are fixedly connected with the inner steel frames, and bending plastic deformation in the Y and Z directions can be achieved; and before the soft steel reaches the yield displacement, the corresponding three-dimensional deformation component is viscoelastic energy consumption, and after the soft steel reaches the yield displacement, the softsteel and the viscoelasticity jointly consume energy; According to the space three-dimensional deformation shock absorber, grading energy consumption can be achieved on three spatial coordinate components, energy consumption is stable and sufficient, the structure is simple, manufacturing is easy, and installation is convenient and fast.