41results about How to "Reduce residual displacement" patented technology

The invention discloses a swing self-reset bridge bent frame with a ductility replaceable collar beam. The swing self-reset bridge bent frame with the ductility replaceable collar beam comprises a bridge foundation, a prefabricated cover beam and two prefabricated piers, wherein the prefabricated piers are arranged on the bridge foundation and used for supporting the left side and the right side of the prefabricated cover beam. The swing self-reset bridge bent frame with the ductility replaceable collar beam further comprises the replaceable collar beam transversely arranged between the two prefabricated piers. Unbonded prestress tendons are longitudinally arranged in the prefabricated piers. The two ends of each unbonded prestress tendon extend out of the upper end and the lower end of the corresponding prefabricated pier and are fixedly connected with the prefabricated cover beam and the bridge foundation respectively. The junction between each prefabricated pier and the prefabricated cover beam is provided with a shear key for connection, and is also provided with an energy dissipation longitudinal bar fixedly connected with the prefabricated pier and the prefabricated cover beam respectively. By the adoption of the technical scheme, the prefabricated parts are assembled rapidly, the overall structure is stable by means of the junctions, the replaceable collar beam and the unbonded prestress tendons, and the swing self-reset bridge bent frame has the swing and self-reset structural characteristic.

The invention discloses an energy-consuming rebar-attached unbonded post-tensioning prestressed concrete filled double-wall steel tube prefabricated assembly bridge pier comprising a bearing platform, a prefabricated assembly bridge pier and a cover beam. The energy-consuming rebar-attached unbonded post-tensioning prestressed concrete filled double-wall steel tube prefabricated assembly bridge pier is characterized in that the prefabricated assembly bridge pier is a concrete filled double-wall steel tube prefabricated assembly bridge pier; the prefabricated assembly bridge pier comprises an outer steel tube, an inner steel tube and filled concrete; the end faces of the top and the bottom of the outer steel tube and the inner steel tube are respectively connected by four steel sheets; fiber-reinforced mortar layers are arranged between the top face of the bearing platform and the end face of the prefabricated assembly bridge pier and between the bottom face of the cover beam and the end face of the prefabricated assembly bridge pier; the bearing platform, the prefabricated assembly bridge pier and the cover beam are assembled integrally by a prestressed tension device; and four common ribbed energy-consuming rebars are respectively between the top face of the bearing platform and the end face of the prefabricated assembly bridge pier and between the bottom face of the cover beam and the end face of the prefabricated assembly bridge pier. The energy-consuming rebar-attached unbonded post-tensioning prestressed concrete fill double-wall steel tube prefabricated assembly bridge pier has the advantages that the construction quality is improved, the construction speed is increased, operational quantity of the scene is reduced, and impact on environment is alleviated. The energy-consuming rebars provide attached energy-consuming capacity for the bridge pier, and the displacement demand of the bridge pier under the action of horizontal load, such as earthquake can be controlled and reduced.

The invention discloses a novel earthquake damage control system for a thin-wall hollow pier. The novel earthquake damage control system comprises a pier base, a thin-wall hollow pier, high-tenacity fiber-enhanced cement-based composite material expanded sections, an unbonded prestressed tendon and steel energy consumption elements, wherein the thin-wall hollow pier is arranged on the upper end surface of the pier base, so that the torsional strength and the energy-dissipating capacity of the thin-wall pier are improved. The high-tenacity fiber-enhanced cement-based composite material expanded sections are arranged on the inner side and the outer side of the lower part of thin-wall hollow pier; a series of steel energy consumption elements are arranged in the thin-wall hollow pier along the pier height; the lower part of the unbonded prestressed tendon is anchored on the pier base; and the upper part of the unbonded prestressed tendon is anchored at the center of the first steel energy consumption element from bottom to top. By virtue of the unbonded prestressed tendon, the self-resetting capacity of the pier after the earthquake is provided; and the crack width of the pier after the earthquake is reduced. By virtue of the high-tenacity fiber-enhanced cement-based composite material expanded sections, the axis-compression ratio of the bottom section of the thin-wall hollow pier is reduced; the shear-bearing capacity and the anti-bending capacity of the thin-wall hollow pier are increased; and the steel energy consumption elements can be arranged as rapid exchange components, so that the repairability after the earthquake is increased.

The invention discloses unbonded post-tensioning prestress concrete-filled double-wall steel pipe prefabricated assembly piers with additional dampers. The piers comprise a bearing table, prefabricated assembly pier bodies and a cover beam. The piers are characterized in that prefabricated assembly pier bodies are concrete-filled double-wall steel pipe prefabricated assembly pier bodies, each prefabricated assembly pier body comprises an outer steel pipe, an inner steel pipe and filled concrete, the end faces of the tops and the end faces of the bottoms of the outer steel pipes and the end faces of the tops and the end faces of the bottoms of the inner steel pipes are connected through four steel sheets respectively, fiber reinforcement mortar layers are arranged between the top face of the bearing table and the end faces of the prefabricated assembly pier bodies as well as between the bottom face of the cover beam and the end faces of the prefabricated assembly pier bodies, the bearing table, the prefabricated assembly pier bodies and the cover beam are assembled through prestress tension device to form a whole, and the four viscous dampers are arranged between the top face of the bearing table and the side faces of the prefabricated assembly pier bodies as well as between the bottom face of the cover beam and the side faces of the prefabricated assembly pier bodies. The piers have the advantages that the construction quality is improved, the construction speed is increased, the site operation amount is reduced, and the impact on the environment is reduced; the viscous dampers provide additional energy-consuming abilities for the piers, and therefore the displacement requirement of the piers under horizontal load effects of earthquakes and the like can be controlled and reduced.

The invention discloses a three-way limiting buffering bridge anti-seismic stop dog structure and an arranging and installing method. The bridge anti-seismic stop dog structure comprises a steel corbel, a stop dog lower structure and a stop dog upper structure; the steel corbel is fixed to the side face, in the bridge axial direction, of the top of a pier close to a bridge movable supporting base, the stop dog lower structure is fixed to the top of the steel corbel through bolts, a groove is formed in the lower portion of the stop dog upper structure, the stop dog upper structure is fixed to the bottom of a main beam of the bridge through bolts, and an impact block is arranged on the upper portion of the stop dog lower structure. Relative large displacement between a beam body and the pier in the bridge axial direction, bridge transverse direction and vertical direction can be effectively limited, damage to the movable supporting base and expansion joints is reduced, and the beam body is prevented from falling in the bridge axial direction and bridge transverse direction and prevented from vertically getting away from the supporting base to cause damage on the supporting base, beam cocking damage and vertical impact damage between the beam body and the supporting base. The three-way limiting buffering bridge anti-seismic stop dog structure is simple in structure, convenient to construct, easy to repair and replace and suitable for new and old bridges.

The invention relates to a friction self-locking type prefabricated section spliced pier connecting device. Prestressed tendons in a traditional section spliced pier connecting device are omitted. A concrete-filled steel tube mode is adopted for locally reinforcing a connecting area. An outer casing tube with a larger diameter and an inner casing tube with a smaller diameter are adopted as concrete-filled steel tubes at the two ends for connection respectively. The inner steel tube and the outer steel tube are connected in a sleeved mode in the section splicing process, self-locking pins are struck into the part between the inner steel tube and the outer steel tube, friction self-locking is made to be formed between the inner casing tube and the outer casing tube, and the tight connection between sections is ensured. Due to the fact that the thickness of the outer casing tube and the gradient of the self-locking pins are reasonably designed, the connecting structure can maintain flexibility during frequent earthquakes and have sliding friction during rare occurrence earthquakes, and thus earthquake energy is dissipated.

The invention discloses an energy dissipation self-reset anti-seismic retaining block structure for a bridge. The structure comprises a cap beam and a beam body, seismic mitigation and absorption supports are arranged on the top surface of the cap beam, the beam body is supported on the seismic mitigation and absorption supports, and retaining blocks are arranged at two ends of the cap beam respectively. A flat end of a concave steel plate with a projection portion having a through hole in the width direction is fixedly embedded into each retaining block, a hinge dowel penetrates holes of each concave steel plate and a corresponding turnover steel plate to connect the two to form a movable hinge, a projection portion of each turnover steel plate is provided with the through hole, and a flat end of each turnover steel plate is provided with a slope. A steel plate with a suspension arm end identical to the corresponding turnover steel plate in slope angle is welded to a beam body embedded part, a plurality of springs are arranged at the end of each turnover steel plate, and each turnover steel plate and the cap beam are connected together through the springs. Under seismic action, seismic energy dissipation and self reset of the beam body can be realized by the movable hinges and the springs, beam falling accidents are reduced, and seismic performance of a bridge structure is improved.

The invention relates to a bolt-connected prefabricated segment shear-resistant assembly concrete pier which comprises a plurality of prefabricated rectangular concrete segments, a cast-in-place bearing platform, a prestressed steel strand and an anchorage device, wherein segment splicing position connecting devices are respectively arranged at the upper rend and the lower end of each of the segments, each of the segment splicing position connecting devices comprises a pressure-bearing steel plate and a vertical opening steel plate, eight small holes are reserved in the circumference of the pressure-bearing steel plate, and the adjacent segments are connected with each other through bolts; the upper part of the cast-in-place bearing platform extends out of the one small segment encrypted by a stirrup, the segment splicing position connecting device is arranged at the upper part extending out of the one small segment and can be connected with the lowermost surface of the prefabricated rectangular concrete segment; the prestressed steel strand penetrates through the prefabricated rectangular concrete segments and the cast-in-place bearing platform from top to bottom; the anchorage device is arranged at the bottom of the cast-in-place bearing platform and anchors the prestressed steel strand extending out of the cast-in-place bearing platform. The bolt-connected prefabricated segment shear-resistant assembly concrete pier provided by the invention has the benefits that the self-reset performance is improved by the prestressed steel strand; and meanwhile, the shear resistance of the prefabricated segment assembly bridge pier is improved by the connecting bolts, and the factory production is facilitated; the site construction procedure is reduced, so that the construction efficiency is greatly improved.

The invention belongs to the technical field of civil engineering, and particularly relates to a tension-pressure equal-strength type metal energy consumption re-centering damper and an installation and using method thereof. The tension-pressure equal-strength type metal energy consumption re-centering damper comprises a cylinder body, a guide rod, a first metal corrugated pipe, a belleville spring set, a pressure sensor and a second metal corrugated pipe, wherein the first metal corrugated pipe, the belleville spring set, the pressure sensor and the second metal corrugated pipe are connectedto the guide rod, the guide rod is connected with the cylinder body through a first connecting plate, a first limiting plate, a first connecting bolt and a third connecting bolt, a first lug plate anda second lug plate are arranged on the cylinder body and the guide rod respectively, and the first lug plate and the second lug plate are connected to the stress positions of a building structure. The tension-pressure equal-strength type metal energy consumption re-centering damper can be applied to the fields of shock absorption control of building and bridge structures, rapid recovery of the using function of the structure after an earthquake and the like, the metal corrugated pipes are used for energy consumption, the energy consumption capacity of the metal corrugated pipes is stable, theenergy consumption mechanism is clear, the out-of-plane instability problem does not exist during stress, and the tension-pressure equal-strength type metal energy consumption re-centering damper hasgood application prospects in the field of the civil engineering.

An external wrapping steel plate connection type segmental prefabricated assembly concrete pier comprises a plurality of prefabricated rectangular concrete segments, a cast-in-situ pile cap, a pre-stressed steel strand and a high-strength bolt. A segment joint external wrapping steel plate is arranged around the upper end of each prefabricated rectangular concrete segment, and adjacent prefabricated rectangular concrete segment are in vertical inserted connection. A horizontal pre-embedded positioning steel plate is arranged in the cast-in-situ pile cap, a rectangular space is reserved in thecenter of the pre-embedded positioning steel plate, and the lower edge of each pre-embedded external wrapping steel plate is welded to the center edge of the pre-embedded positioning steel plate whilethe upper portion extends out of the cast-in-situ pile cap to form a space allowing insertion of the bottommost prefabricated rectangular concrete segment. The pre-stressed steel strand penetrates the prefabricated rectangular concrete segments and the cast-in-situ pile cap from top to bottom. The high-strength bolt is arranged at the bottom of the cast-in-situ pile cap to anchor the pre-stressedsteel strand extending out of the cast-in-situ pile cap. By prestress of the pre-stressed steel strand, the self-reset performance is improved; by the external wrapping steel plates, shear resistanceof the segmental prefabricated assembly concrete pier is improved, easiness in industrial manufacturing is achieved, onsite construction procedures are reduced, and construction efficiency is greatlyimproved.

The invention discloses a self-resetting composite energy dissipation support utilizing gears to amplify displacement and pulleys to open inhaul cables. The self-resetting composite energy dissipationsupport is jointly composed of the gears, a sawtooth-shaped metal strip, the pulleys, the high-strength steel wire inhaul cables, viscoelastic dampers, buckling restrained braces and metal rubber energy dissipation devices; and under the action of a small earthquake, the small gears do not make contact with the sawtooth-shaped metal strip, the viscoelastic dampers play a role in energy consumption, under the action of a medium earthquake or a large earthquake, the small gears are meshed with the sawtooth-shaped metal strip to drive the gears and the pulleys to rotate, so that the high-strength steel wire inhaul cables are tensioned and applies tensile force to the high-strength steel wire inhaul cables, the high-strength steel wire inhaul cables play the same role as a prestressed tendon,therefore the purpose of self-resetting is achieved, the gears with different diameters are combined, displacement can be amplified, the high-strength steel wire inhaul cables bear larger tension, and the high-strength steel wire inhaul cables have high self-resetting capacity. The self-resetting composite energy dissipation support can achieve energy dissipation and seismic mitigation under earthquakes with different strengths and can achieve self-resetting under the conditions of medium and large earthquakes, and the safety of a main body structure is protected.

The invention discloses a super-elastic multi-stage matching friction limiting energy dissipation device for controlling residual displacement of a structural node. The device is composed of a tensionand pressure rod, a connecting head, a sawtooth-shaped semi-cylinder, a metal rubber cylinder, a metal rubber round strip, a metal rubber circular cushion block, a metal cylinder and a metal round rod. When an earthquake occurs, the tension and pressure rod starts to reciprocate in the axial direction, sawtooth-shaped grooves which are in a complete meshing state originally and with different depths are dislocated, the sawtooth-shaped semi-cylinder starts to extrude the metal rubber cylinder outside the sawtooth-shaped semi-cylinder, and the metal rubber cylinder applies the force on the sawtooth-shaped semi-cylinder, so that the sawtooth-shaped grooves play the large friction energy dissipation action when dislocated, and the different depths of the grooves can achieve the purpose of staged energy dissipation. By means of an embedded part, the force can be transmitted to a building structure itself, the reciprocating displacement generated by the structure under the earthquake is reduced, the residual displacement of the post-earthquake structure is then reduced, and the purpose of controlling the residual displacement of the structure node is achieved.

The invention relates to a self-resetting whole assembly type friction energy dissipation steel frame beam-column joint. The self-resetting whole assembly type friction energy dissipation steel framebeam-column joint comprises a swing column, a frame beam, a beam-column connection vertical plate, a beam-column connection bottom plate and a base plate stiffener plate. The sections of the swing column and the frame beam are in H shapes, and each comprise a web plate on the middle and flanges on the two sides, the swing column is in a breaking type, the two segments are located above and below the frame beam correspondingly, the beam column connecting bottom plate is arranged between the swing column and the flanges of the frame beam, the beam column connecting bottom plate and the flanges of the frame beam are provided with connecting holes allowing the beam-column connection vertical plate to penetrate through, the beam-column connection vertical plate vertically penetrates through theconnecting holes, the middle is tightly attached to the web plate of the frame beam and is fixedly connected through a common bolt, and the upper portion and the lower portion are in sliding connection with the web plate of the swing column through friction type bolts. According to the technical scheme, the plastic rotation capacity of the joint can be effectively improved, beam columns generateproper swing under the large and medium earthquake, the beam columns generate proper friction to consume earthquake energy, large plastic damage of the main structure due to the large earthquake can be prevented, and the repair after the earthquake can be facilitated.

A prefabricated assembly type swing pier structure system with an additional energy dissipation support or a self-resetting energy dissipation support belongs to the technical field of seismic mitigation and isolation of bridge engineering, and mainly comprises a prefabricated bearing platform, a prefabricated pier column, a prefabricated cover beam, a prefabricated support and a resetting rib, two bearing platform sleeves are arranged on the prefabricated bearing platform and are used for connecting the two lower lug plates; column sleeves are arranged at the upper part and the lower part of the prefabricated pier column; a cover beam sleeve is arranged in the middle of the prefabricated cover beam and used for being connected with an upper lug plate. The prefabricated support is arranged between the lower lug plates and the upper lug plate and is hinged through a pin; the reset rib penetrates through holes reserved in the prefabricated bearing platform, the prefabricated pier column and the prefabricated cover beam, and are fixedly connected to the lower end of a platform body of the prefabricated bearing platform and the upper end of a beam body of the prefabricated cover beam through a high-strength bolt and a groove-shaped steel gasket. In the earthquake process, the whole system swings, the bending moment of the top and the bottom of the pier column is released, and plastic hinges at joints are avoided.

The invention discloses a multistage energy dissipation device for triggering and controlling self-resetting by adjusting the cable force and threshold with a pulley. The multistage energy dissipationdevice comprises a high-strength metal plate, a special-shaped translation rod, a rotating rod, a metal chain rod, a metal rod, a positioning bracket, the pulley, a high-strength steel wire inhaul cable, a viscoelastic damper, an energy dissipation support, a hinged support seat and the like. When the earthquake action is small, earthquake energy is dissipated through shear deformation of viscoelastic materials in the viscoelastic damper. When the earthquake action is large (medium and large earthquakes), the energy dissipation and shock absorption effects are achieved by the viscoelastic damper first. When the translation amount of the special-shaped translation rod reaches a certain limiting value, the rotating rod is driven to rotate around a rotating support point by the special-shaped translation rod, and displacement amplification is achieved. According to the multistage energy dissipation device, the earthquake energy can be dissipated under the action of earthquakes, the structural earthquake response is reduced, additionally, a building structure can be assisted to achieve self-resetting through the high-strength steel wire inhaul cable under medium and large earthquakes,and the structural post-earthquake residual displacement is reduced.

The invention discloses a self-resetting repairable high-performance prefabricated RC column. The self-resetting repairable high-performance prefabricated RC column comprises a replacement area, a transition area is arranged above the replacement area, a common concrete area is arranged above the transition area, the transition area and the replacement area are both formed by pouring ultra-high performance concrete (UHPC), and the common concrete area is formed by pouring common concrete; steel strands penetrating through the whole prefabricated RC column from top to bottom are arranged at the four corners of the prefabricated RC column in the longitudinal direction; the middle part is the prestressed steel strands penetrating through the whole prefabricated RC column from top to bottom; and common steel bars penetrating through the whole prefabricated RC column from top to bottom are arranged in the middle of the four faces of the prefabricated RC column in the longitudinal direction, the common steel bars in the replacement area are replaced by energy-consuming steel bars, the common steel bars and the energy-consuming steel bars are connected through threaded sleeves, and UHPC materials are poured on peripheries of the steel bars for wrapping. The RC column has low residual displacement and good self-resetting capacity under the action of low frequency cyclic loading, the energy-consuming steel bars in the replacement area can be replaced after being damaged, and the RC column can be conveniently repaired after an earthquake.

The invention discloses a novel swing type double-deck bridge bent frame which comprises a bent frame foundation, a group of bottom prefabricated bridge piers, a bottom prefabricated cover beam, a group of top prefabricated bridge piers, a top prefabricated cover beam, unbonded prestressing tendons, buckling-restrained braces and steel connecting pieces, wherein the bottom prefabricated bridge piers are respectively arranged at the left end and the right end of the bent frame foundation, and the bottom prefabricated cover beam is arranged at the top ends of the bottom prefabricated bridge piers; the top prefabricated bridge piers are respectively arranged at the left end and the right end of the bottom prefabricated cover beam, and the top prefabricated cover beam is arranged at the top ends of the top prefabricated bridge piers; the unbonded prestressing tendons penetrate through the two ends of the bottom prefabricated bridge piers, are respectively connected with the bent frame foundation and the bottom prefabricated cover beam and used for providing self-restoring capacity for the bent frame; the buckling-restrained braces are arranged between the bottom prefabricated cover beam and the bent frame foundation and used for providing main transverse stiffness and energy-dissipating capacity. The design of the double-deck bridge bent frame realizes the idea of functional separation, and the vertical bearing capacity of the bent frame is born by the prefabricated bridge piers and the prefabricated cover beams under a normal service condition. The transverse bridge stiffness and the energy-dissipating capacity of the bent frame are mainly born by the buckling-restrained braces under the action of an earthquake.

The invention relates to a curved beam bridge anti-creeping and anti-overturning device and a construction method. A beam body internal embedded steel plate is arranged in a curved beam bridge body, an upper steel plate group component is arranged at the lower end of the curved beam bridge body, the embedded steel plate and the upper steel plate group component are fixed through embedded bolts and nuts, and the piston assembly is bonded with a third steel plate group, a first steel plate and a fourth steel plate; a pier inner embedded steel plate is arranged in a pier abutment or a pier cap of the curved beam bridge pier, and a lower steel plate group component is arranged on the upper portion of the pier abutment or the pier cap of the curved beam bridge pier. and the upper steel plate group component is connected with the lower steel plate group component through a wedge block. By means of the device installed through the device, accumulated residual displacement when horizontal lateral movement happens to the curve beam bridge can be effectively reduced, the creepage disaster of the curve beam bridge is prevented, meanwhile, the anti-overturning capacity of the curve beam bridge can be improved, and the possibility that the curve beam bridge overturns and is damaged is effectively reduced.

The invention relates to a friction self-locking type prefabricated section spliced pier connecting device. Prestressed tendons in a traditional section spliced pier connecting device are omitted. A concrete-filled steel tube mode is adopted for locally reinforcing a connecting area. An outer casing tube with a larger diameter and an inner casing tube with a smaller diameter are adopted as concrete-filled steel tubes at the two ends for connection respectively. The inner steel tube and the outer steel tube are connected in a sleeved mode in the section splicing process, self-locking pins are struck into the part between the inner steel tube and the outer steel tube, friction self-locking is made to be formed between the inner casing tube and the outer casing tube, and the tight connection between sections is ensured. Due to the fact that the thickness of the outer casing tube and the gradient of the self-locking pins are reasonably designed, the connecting structure can maintain flexibility during frequent earthquakes and have sliding friction during rare occurrence earthquakes, and thus earthquake energy is dissipated.

The invention discloses a super-elastic multi-stage friction limit energy dissipator for controlling the residual displacement of structural nodes. , a metal cylinder, and a metal rod. When an earthquake occurs, the tension and compression rods start to reciprocate in the axial direction, causing the zigzag grooves of different depths that were completely engaged to be misaligned, and the zigzag half cylinder begins to squeeze the outer metal rubber cylinder, and the metal The rubber cylinder exerts a force on the zigzag half cylinder, which makes the zigzag groove play a greater role in frictional energy consumption when it is staggered. Different depths of the groove can achieve the purpose of grading energy consumption. Through the embedded parts, the force can be transmitted to the building structure itself, reducing the reciprocal displacement of the structure under the earthquake, reducing the residual displacement of the structure after the earthquake, and achieving the purpose of controlling the residual displacement of the structural nodes.

The invention provides a multi-level fortification wave surface frictional energy-dissipating shock bearing. Four memory alloy cables are arranged at the four corners of the upper connecting steel plate to connect the lower connecting steel plate, and one is bonded to the inside of the upper connecting steel plate and the lower connecting steel plate. The polytetrafluoroethylene plate, the upper support steel plate and the lower support steel plate are arranged in the middle of the polytetrafluoroethylene plate, and the contact surface of the upper support steel plate and the lower support steel plate is a wave surface, which is used to realize the conversion of positive and negative stiffness. One end of a three-link mechanism is respectively connected to the middle positions of the four sides of the upper connecting steel plate, and the other end is fixed on the upper support steel plate. The beneficial effects of the present invention are: improving the restoring force of the multi-level fortification wave surface frictional energy-dissipating type shock-absorbing bearing, reducing the residual displacement of the structure after the earthquake, improving the shock-absorbing energy consumption efficiency of the bridge structure, and being able to withstand the earthquake Play an effective role in protecting the building structure.

The invention belongs to the technical field of constructional engineering, and particularly relates to a cable inclined strut and an application method thereof. One end of a cable extends from the bottom of a first stand column to a steering device at the top of a second stand column in an inclined mode, extends to a steering device at the top of the first stand column through an elastic part after being turned back and turned through the steering device at the top of the second stand column, and then extends to the bottom of the second stand column in an inclined mode through the steering device at the top of the first stand column, so that cross-shaped arrangement is formed. The cable can provide self-reset force for a building frame, the elastic part provides hysteretic energy dissipation capacity and self-reset force for the building frame, the cable and the elastic part work together, and peak displacement and residual displacement between layers of the building frame can be reduced. The cable inclined strut is small in occupied space, can be used for designing a newly-built building and can also be used for reinforcing and transforming an old building, and construction is easy and convenient.

The invention discloses a friction pendulum vibration isolation device with a vertical gravity tuning unit, and belongs to the technical field of vibration reduction and vibration isolation. The problems that in the prior art, starting sensitivity is low, the friction coefficient cannot adjusted, and start force is large are solved. The device can achieve stable vibration isolation on pulse type seismic motion, long-period seismic motion and seismic motion of other traditional vibration isolation devices weak in vibration isolation effect. According to the technical essentials, vibration isolation units are arranged between an upper plate and a lower plate; vertical supporting portions are fixedly supported on the ground, and the upper ends of the vertical supporting portions are mounted on the bottom face of the lower plate; and a gravity tuning portion is arranged in the vertical supporting portion, and the upper end of the gravity tuning portion is fixedly connected with the upper plate. Each vibration isolation unit comprises a lower sliding portion, a changeover sliding block and an upper connecting block, all of which are in contact, and no fixing measures are adopted. By means of the gravity tuning portion, the vibration isolation amplitude and stability of the device can be remarkably enhanced, the gravity tuning portion is only influenced by the radius of the frictionpendulum arc face, and the device is especially suitable for seismic protection of floating cultural relics, precision equipment and the like.

The invention relates to a self-resetting whole assembly type friction energy dissipation steel frame beam-column joint. The self-resetting whole assembly type friction energy dissipation steel framebeam-column joint comprises a swing column, a frame beam, a beam-column connection vertical plate, a beam-column connection bottom plate and a base plate stiffener plate. The sections of the swing column and the frame beam are in H shapes, and each comprise a web plate on the middle and flanges on the two sides, the swing column is in a breaking type, the two segments are located above and below the frame beam correspondingly, the beam column connecting bottom plate is arranged between the swing column and the flanges of the frame beam, the beam column connecting bottom plate and the flanges of the frame beam are provided with connecting holes allowing the beam-column connection vertical plate to penetrate through, the beam-column connection vertical plate vertically penetrates through theconnecting holes, the middle is tightly attached to the web plate of the frame beam and is fixedly connected through a common bolt, and the upper portion and the lower portion are in sliding connection with the web plate of the swing column through friction type bolts. According to the technical scheme, the plastic rotation capacity of the joint can be effectively improved, beam columns generateproper swing under the large and medium earthquake, the beam columns generate proper friction to consume earthquake energy, large plastic damage of the main structure due to the large earthquake can be prevented, and the repair after the earthquake can be facilitated.

The invention provides an SMA beam falling prevention device, and relates to the field of bridge engineering. The SMA beam falling prevention device comprises a protection frame; a first anchoring block is arranged in the protection frame; a first stop block is arranged on one side of the first anchoring block; a pressure-bearing spring is arranged on the rear side of the first stop block; a second stop block is arranged on the front side of the pressure-bearing spring, an SMA tension cable is arranged in the protection frame, a fixed limiting block is arranged on one side of the first anchoring block, a limiting hole is formed in the protection frame, a second anchoring block is arranged on the outer side of the other end of the SMA tension cable, and a fastening bolt is arranged on one side of the second anchoring block and is in threaded connection with the SMA tension cable. The SMA beam falling prevention device is achieved through compression deformation of the pressure-bearing spring, the system rigidity is small, the shock absorption and isolation effect of a shock absorption and isolation support is not affected, large beam body stress is transmitted to a pier stud so thatbeam body displacement can be restrained, beam falling can be prevented, self-resetting of the beam body and the support after deformation can be helped, and residual displacement of the beam body and the support can be reduced.

The invention discloses a damping shape memory alloy anchor bolt suitable for a steel tower cable-stayed bridge. The bottoms of shape memory alloy anchor rods are connected to the tops of ordinary steel anchor rods through octagonal nuts, and first circular pad plates are arranged on the tops of the shape memory alloy anchor rods and fixedly mounted on the shape memory alloy anchor rods through first hexagonal nuts and second hexagonal nuts. According to the damping shape memory alloy anchor bolt, the characteristics of high flexibility, low rigidity and superelasticity of the shape memory alloy anchor rods are utilized to greatly reduce seismic input energy, the residual displacement of steel towers is reduced, correspondingly earthquake damage caused to the steel tower cable-stayed bridge is reduced, and automatic resetting of the steel towers can be promoted. By means of the method, the resistance capability, namely a resistance effect on wind loads in practical application, of thesteel towers to transverse shear stress can be improved, and a shear force in the horizontal direction and a pulling force in the vertical direction due to wind can be effectively resisted.

The invention discloses a friction-force-adjustable friction pendulum sliding support which comprises two support seats, a sliding pendulum, a friction piece, an oil tank, a servo valve and a controller. One side surface, facing another support plate, of each support plate forms a curved face, the sliding pendulum is movable between the support plates, opposite side surfaces of the sliding pendulum form curved faces respectively, the sliding pendulum is provided with a cavity with at least one end open and used for containing hydraulic oil, and a tray is arranged at the opening of the cavity to close the opening of the cavity; the friction piece is arranged between the tray and the support plates and closely attached to the support plates, the oil tank serving as an oil source is connected with the sliding pendulum, the servo valve is connected with the sliding pendulum and the oil tank respectively to adjust connection and disconnection of the oil tank and the cavity, and the controller controls input and output of the hydraulic oil to adjust oil pressure in the cavity. According to the friction-force-adjustable friction pendulum sliding support, friction force can be adjusted continuously in real time according to structural response to reduce seismic response to greatest extent; the friction-force-adjustable friction pendulum sliding support is low in cost, wide in application range and high in adaptability.

The invention relates to the technical field of civil engineering structures, in particular to a self-resetting repairable energy dissipation shear wall. The self-resetting repairable energy dissipation shear wall comprises a shear wall main body and a self-resetting repairable energy dissipation assembly, wherein the self-resetting repairable energy dissipation assembly is fixedly connected withthe shear wall main body, and the self-resetting repairable energy dissipation assembly is a bearing capacity energy dissipation component. The self-resetting repairable energy dissipation assembly isfixedly connected with the shear wall main body, the self-resetting repairable energy dissipation assembly is the bearing capacity energy dissipation component so that the self-resetting repairable energy dissipation assembly can dissipate energy of an earthquake input structure during an earthquake, the earthquake response of a building is reduced, after the earthquake, self-resetting can be achieved, structural residual displacement is reduced, the self-resetting repairable energy dissipation assembly can be rapidly repaired after the earthquake, and structural maintenance difficulty and maintenance cost are reduced.