Bent parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption device and manufacturing method

Abstract

The invention discloses a bending parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption device and a manufacturing method. The device is composed of an upper connecting steel plate with round holes, a lower connecting steel plate, a lower connecting steel plate, an upper connecting steel plate, a lower connecting steel plate, an upper connecting steel plate, a lower connecting steel plate, a lower connecting steel plate, a lower connecting steel plate and a lower connecting steel plate, the left and right side blocking skin dog-bone hole mild steel plates, the bending parallel dog-bone hole mild steel plates, the front and rear blocking mild steel plates are welded between the upper and lower connecting steel plates, the vulcanized rubber is filled in a cavity between the steel plates, and the upper and lower connecting steel plates are connected with the high-strength bolt system of the steel frame-supporting structure. Under the action of a strong earthquake, buckling deformation of the front and rear plugging mild steel plates and plastic deformation of the lead plates consume earthquake energy, near-equal-strength bending plastic deformation of the cross sections of the parallel dog-bone hole mild steel plates consume earthquake energy, and laminated rubber penetrating through the parallel dog-bone hole mild steel plates provides restoring force, so that the energy dissipation and shock absorption effects and shock resistance toughness of the device can be effectively improved.

Description

Technical Field

[0001] The invention relates to an energy dissipation and shock absorption device for a steel frame-support structure with bending parallel dog bone holes and a rubber-lead plate laminated device and a manufacturing method thereof, belonging to the technical field of building shock absorption. Background Art

[0002] The destruction and collapse of buildings caused by earthquakes have caused huge losses to the country's economic development and the safety of people's lives and property. Improving the seismic performance of buildings is the key to solving the problem of building damage and collapse under strong earthquakes. Three technologies are usually used to improve the ability of buildings to resist earthquake damage and collapse economically, efficiently and reasonably: the first is seismic design technology, that is, the use of high-efficiency seismic structural systems and high-performance seismic components to improve the seismic resistance of structures; the second is seismic isolation design technology, that is, the use of basic seismic isolation devices to reduce the effects of earthquakes on superstructures; the third is energy dissipation and shock reduction technology, that is, the use of energy dissipation and shock reduction devices to consume the energy input into the structure by the earthquake and reduce structural damage. If the weak energy dissipation and shock reduction device is damaged under strong earthquakes, it can be updated. Building seismic isolation and shock reduction technologies can be applied in combination.

[0003] The engineering community at home and abroad has always attached great importance to the research and development of new energy dissipation and shock absorption devices. At present, energy dissipation and shock absorption devices mainly include viscous dampers, metal dampers, friction dampers, etc. However, there is a lack of functional and easily recoverable energy dissipation and shock absorption devices and manufacturing technologies suitable for performance-based design and with multiple anti-seismic lines.

[0004] The present invention proposes a device and method for dissipating and damping energy of a steel frame-support structure with a laminated rubber-lead plate with parallel dog-bone holes, which belongs to the technical field of building damping. The device is composed of an upper connecting steel plate with circular holes connected to the lower flange of an H-shaped steel frame beam, a lower connecting steel plate connected to a connecting end steel plate welded to the intersection area of ​​an H-shaped steel herringbone support, a parallel dog-bone hole soft steel plate welded between the upper and lower connecting steel plates, left and right side soft steel plates for sealing the skin dog-bone holes welded between the upper and lower connecting steel plates, a lead plate inserted and bonded to the front and rear ends of the parallel dog-bone hole soft steel plate cavity, front and rear blocking soft steel plates welded between the upper and lower connecting steel plates, a laminated vulcanized rubber poured into the parallel dog-bone hole soft steel plate cavity through the circular hole of the upper connecting steel plate, and a high-strength bolt system connecting the upper and lower connecting steel plates with the steel frame-support structure. Under the action of small or moderate earthquakes, the front and rear blocking soft steel plates and the parallel dog-bone hole soft steel plate rubber composite rectangular block of this energy dissipation and shock absorption device can play the role of large shear stiffness and effectively control the inter-layer displacement; under the action of large earthquakes, the front and rear blocking soft steel plates of this energy dissipation and shock absorption device gradually shear and yield to consume seismic energy, as the deformation increases, the lead plate plastically deforms to consume seismic energy, the parallel dog-bone hole soft steel plate rubber composite rectangular block gradually degenerates from shear resistance to its own bending resistance, the parallel dog-bone hole soft steel plate cross-section is bent plastically with nearly equal strength to consume seismic energy, the rubber and soft steel plates running through the parallel dog-bone hole soft steel plates cooperate to bend and deform and provide restoring force, which can effectively improve the energy dissipation and shock absorption effect and seismic toughness of the device.

[0005] Technical bottlenecks: 1. Viscous dampers are greatly affected by temperature and cannot exert their full shock absorption capacity at higher or lower temperatures. The aging of the medium used in the viscous damper leads to unstable damping force. Due to the high pressure and high speed flow of the medium inside the damper, the seals are easily damaged under long-term operation, resulting in leakage problems, so their maintenance costs are high; 2. Viscoelastic dampers and lead viscoelastic dampers also have problems such as sensitivity to ambient temperature and large environmental influence on damping parameters; 3. Metal dampers use the elastic-plastic hysteresis deformation generated when metal elements made of low-yield point steel and other materials yield to dissipate energy. They are less affected by external environment and temperature changes, but have problems such as low initial stiffness and large yield displacement, that is, they cannot provide sufficient stiffness under small earthquakes, and begin to consume energy under large earthquakes, but the recoverability is poor, making it difficult to perform performance-based design according to the seismic requirements of the structure. Technical bottlenecks: Energy dissipation and shock absorption device assembled between a steel frame and a herringbone steel support, which has the technical advantages of soft steel yield deformation energy dissipation, lead plate plastic deformation energy dissipation, and rubber providing recovery force, and its manufacturing method. Summary of the invention

[0006] In order to solve the above problems, the present invention proposes a bending parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption device for steel frame-support structure and its method: The energy dissipation and shock absorption device of the laminated rubber-lead plate of the bending parallel dog-bone hole mild steel plate is composed of an upper connecting steel plate with circular holes connected to the lower flange of the H-shaped steel frame beam, a lower connecting steel plate connected to the connecting end steel plate welded to the intersection area of ​​the H-shaped steel herringbone support, a bending parallel dog-bone hole mild steel plate welded between the upper and lower connecting steel plates, left and right side sealing skin dog-bone hole mild steel plates welded between the upper and lower connecting steel plates, lead plates inserted and bonded to the front and rear ends of the parallel dog-bone hole mild steel plate cavities, front and rear sealing mild steel plates welded between the upper and lower connecting steel plates, laminated vulcanized rubber poured into the parallel dog-bone hole mild steel plate cavities through the circular holes of the upper connecting steel plate, and a high-strength bolt system connecting the upper and lower connecting steel plates with the steel frame-support structure.

[0007] The dog-bone hole mild steel plate is a mild steel plate obtained by punching out a series of polygonal holes divided into dog-bone shapes from a rectangular mild steel plate.

[0008] The bending parallel dog-bone hole mild steel plate is a group of parallel dog-bone hole mild steel plates mainly subjected to bending deformation and welded between the upper and lower connecting steel plates of the energy dissipation and shock absorption device.

[0009] The left and right sides of the soft steel plates for sealing the dogbone holes in the skin are rectangular soft thin steel plates with the same peripheral size as the dogbone hole soft steel plates, which are welded to the dogbone hole soft steel plates from the outside and then welded to the soft steel plates at the left and right ends of the upper and lower connecting steel plates of the energy dissipation and shock absorption device.

[0010] The lead plates inserted into and bonded to the front and rear ends of the parallel dog-bone hole mild steel plate cavities are rectangular lead plates respectively inserted into and bonded to the front and rear ends of the parallel dog-bone hole mild steel plate cavities.

[0011] The front and rear blocking mild steel plates are rectangular mild steel plates, which are welded to the front and rear surfaces between the upper and lower connecting steel plates of the energy dissipation and shock absorption device, and are welded to the left and right side blocking skin dog bone hole mild steel plates, forming a multi-cavity structure with the bending parallel dog bone hole mild steel plates and the left and right side blocking skin dog bone hole mild steel plates.

[0012] The laminated vulcanized rubber is a rubber prepared by hot vulcanization, which is poured in a molten state into the cavity formed by the dog-bone hole mild steel plate of the energy dissipation and shock absorption device, the left and right side sealing skin dog-bone hole mild steel plates, and the front and rear sealing mild steel plates. The molten vulcanized rubber flows through the openings on the dog-bone hole mild steel plates to form a laminated rubber structure after cooling and molding.

[0013] The energy dissipation and shock absorption device assembly connection structure refers to the upper connecting steel plate with round holes being connected to the lower flange of the H-shaped steel beam of the steel frame through high-strength bolts, and the lower connecting steel plate being connected to the H-shaped steel herringbone support intersection area welded connection end steel plate, and the connection adopts a high-strength bolt assembly connection structure.

[0014] To achieve the above object, the present invention adopts the following technical solution: A bending parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption device assembled with high-strength bolts of a steel frame-support structure, comprising a steel frame-support structure 1, and a bending parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption structure 6 arranged in the steel frame-support structure 1; the bending parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption structure 6 is arranged in sequence along the middle of the steel frame-support structure 1; the bending parallel dog bone hole mild steel plate laminated rubber-lead plate glue energy dissipation and shock absorption device 6 comprises a multi-cavity steel component formed by welding an upper connecting belt circular hole steel plate 7, a lower connecting steel plate 8, a skin dog bone hole blocking mild steel plate 9, a bending parallel dog bone hole mild steel plate 10, a rectangular lead plate 11 respectively inserted and bonded into the front and rear cavities of the parallel dog bone hole mild steel plate, and a front and rear blocking mild steel plate 12, and a vulcanized laminated rubber 13 poured into the multi-cavity steel component.

[0015] Furthermore, the steel frame-support structure 1 includes a steel frame H-shaped steel column 2, a steel frame H-shaped steel beam 3, an H-shaped steel herringbone support 4, and a connecting end steel plate 5 welded in the intersection area of ​​the upper end of the support; the steel frame H-shaped steel column 2 and the upper and lower steel frame H-shaped steel beams 3 are connected by high-strength bolts 14 to form a steel frame, and the connecting end steel plate component welded in the upper end area of ​​the H-shaped steel herringbone support 4 is connected to the upper flange of the lower H-shaped steel beam by high-strength bolts 14. The steel frame H-shaped steel column 2 and the steel frame H-shaped steel beam 3 are made of welded or rolled H-shaped steel; the bottom of the steel frame H-shaped steel column 2 is welded to the connecting bottom plate and the stiffening rib, and the connecting bottom plate is connected to the pre-buried screw in the foundation to form the steel frame column foot; a rectangular end plate is welded at the end of the frame H-shaped steel beam 3, and bolt holes are opened on the rectangular end plate. The bolt holes on the rectangular end plate correspond to the positions of the bolt holes on the steel frame H-shaped steel column 2, and are connected by high-strength bolts; the thickness of the rectangular end plate welded at the end of the steel frame H-shaped steel beam 3 is not less than the thickness of the steel frame The flange thickness of the frame H-shaped steel column 2; stiffening ribs are welded on both sides of the web of the H-shaped steel column 2 in the steel frame beam-column node area, and the welding position of the stiffening ribs is consistent with the elevation of the upper and lower flanges of the steel frame H-shaped steel beam 3; stiffening ribs are welded on both sides of the web of the H-shaped steel beam at both ends of the connection area between the upper connecting steel plate 7 with round holes and the lower flange of the steel frame H-shaped steel beam 3, and the thickness of the stiffening ribs is not less than the thickness of the beam web; the H-shaped steel herringbone support 4 is a symmetrically arranged oblique H-shaped steel, and the connecting end steel plate 5 is welded in the upper intersection area of ​​the H-shaped steel herringbone support 4; the connecting end steel plate 5 welded in the upper intersection area of ​​the H-shaped steel herringbone support 4 is connected to the lower connecting steel plate 8 by high-strength bolts 14; the horizontal angle between the H-shaped steel herringbone support 4 and the steel frame H-shaped steel beam 3 is 45°~60°.

[0016] Furthermore, in the bending parallel dog-bone hole mild steel plate laminated rubber energy dissipation and shock absorption structure 6, a plurality of the bending parallel dog-bone hole mild steel plates 10 are arranged vertically in parallel, and the upper and lower ends are respectively welded to the upper connecting belt circular hole steel plate 7 and the lower connecting steel plate 8, and the left and right sides are respectively welded to the front and rear blocking mild steel plates 11 to form a multi-cavity steel component; the outer side of the multi-cavity steel component is a blocking skin dog-bone hole mild steel plate 9; a reserved circular hole is provided on the upper connecting belt circular hole steel plate 7, and molten vulcanized rubber is poured into the cavity of the multi-cavity steel component between the welded bending parallel dog-bone hole mild steel plates 10, and after the vulcanized rubber is cooled, it is integrally formed with the multi-cavity steel component to form a bending parallel dog-bone hole mild steel plate laminated rubber energy dissipation and shock absorption structure 6. Rectangular lead plates 11 are inserted into and sealed from the front and back of the parallel dog-bone hole soft steel plate cavities to prepare a welded soft steel plate system - a lead plate inserted and sealed with adhesive; molten vulcanized rubber is poured into the cavity between the soft steel plates of the welded energy dissipation and shock absorption device through the reserved circular holes of the upper connected steel plate with circular holes 7, and a vulcanized laminated rubber 13 is formed after cooling; the vulcanized laminated rubber 13 and the welded soft steel plate system - the lead plate inserted and sealed with adhesive form a bending parallel dog-bone hole soft steel plate laminated rubber - lead plate energy dissipation and shock absorption structure 6.

[0017] Furthermore, the upper connecting steel plate with round holes 7 is a rectangular steel plate with vulcanized rubber injection holes and bolt holes, and its thickness is not less than the thickness of the flange of the steel frame H-shaped steel beam 3. The positions of the bolt holes opened thereon correspond to the positions of the bolt holes on the lower flange of the steel frame H-shaped steel beam 3. The upper connecting steel plate with round holes 7 has a vulcanized rubber injection hole in the upper part of each cavity formed by the bending parallel dog-bone hole soft steel plate 10. The diameter of the vulcanized rubber injection hole is not less than 20 mm, and the width of the upper connecting steel plate with round holes 7 is not greater than the width of the flange of the steel frame H-shaped steel beam 3.

[0018] Furthermore, the lower connecting steel plate 8 is a rectangular steel plate with connecting bolt holes at the bottom of the bending parallel dog-bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption structure 6, and its size is consistent with the upper connecting steel plate with round holes 7.

[0019] Furthermore, the left and right sides of the soft steel plates 9 for sealing the dog-bone holes in the skin are made of rectangular soft thin steel plates with the same peripheral dimensions as the dog-bone hole soft steel plates. The outer sides of the rectangular soft thin steel plates are covered with skin and then welded to the left and right ends of the upper connecting belt circular hole steel plate 7 and the lower connecting steel plate 8.

[0020] Furthermore, the bending parallel dog-bone hole mild steel plate 10 is a group of parallel cross-section dog-bone hole mild steel plates with nearly equal strength bending yield deformation, and the dog-bone hole mild steel plate is formed by punching out a series of polygonal holes in a rectangular mild steel plate divided in a dog-bone manner. The thickness of the dog-bone hole mild steel plate is determined according to the force and energy consumption requirements. Under the action of a large earthquake, the cross-section of the bending parallel dog-bone hole mild steel plate welded between the upper and lower connecting steel plates is nearly equal in strength bending yield deformation to consume seismic energy.

[0021] Furthermore, the thickness of the rectangular lead plate 11 is not greater than the height of the small sections at both ends of the maximum hole width section of the dog-bone hole mild steel plate. The rectangular lead plate increases the damping of the device under earthquakes, and the rectangular lead plate plastically deforms under large earthquakes to consume seismic energy.

[0022] Furthermore, the front and rear blocking mild steel plates 12 are rectangular mild steel plates, and a plurality of cavities are formed between the left and right side blocking skin dog bone hole mild steel plates 9 and the bending parallel dog bone hole mild steel plates 10. The front and rear blocking mild steel plates 12 are mainly shear deformation, and under the action of small or medium earthquakes, they can play a role of large shear stiffness to effectively control the inter-layer displacement, and under the action of large earthquakes, they consume seismic energy through buckling deformation.

[0023] Furthermore, the vulcanized laminated rubber 13 is a vulcanized rubber produced by hot vulcanization with high elasticity, high heat resistance, high tensile strength, high wear resistance and high corrosion resistance. The circular holes on the upper connecting belt circular hole steel plate 7 are poured into the cavity between the bending parallel dog bone hole soft steel plates 10 in a hot molten state, and the triangular holes and trapezoidal holes in the middle of the adjacent bending parallel dog bone hole soft steel plates 10 are poured with vulcanized rubber in a hot molten state and then penetrated, and the vulcanized laminated rubber 13 is formed after natural cooling; the laminated rubber penetrating the parallel dog bone hole soft steel plates synergistically deforms with the soft steel plates and provides restoring force, which can effectively improve the energy dissipation and shock absorption effect and seismic toughness of the device.

[0024] Furthermore, the high-strength bolts 14 are used for the following connections: the formed connection of the steel frame-support structure 1, a connecting end plate is set at the end of the steel frame H-shaped steel beam 3 and assembled and connected with the steel frame H-shaped steel column 2 with bolt holes by high-strength bolts 14 to form a steel frame; the component formed by welding the connecting end steel plate 5 welded at the intersection area of ​​the H-shaped steel herringbone support 4 and the upper end of the support is connected to the upper flange of the H-shaped steel beam 3 under the steel frame by high-strength bolts 14; the upper connecting steel plate with circular holes 7 of the bending parallel dog-bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption structure 6 is connected to the lower flange of the steel frame H-shaped steel beam 3 by high-strength bolts 14; the lower connecting steel plate 8 of the bending parallel dog-bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption structure 6 is connected to the connecting end steel plate 5 welded at the intersection area of ​​the upper end of the H-shaped steel herringbone support 4 by high-strength bolts 14.

[0025] Material characteristics: The left and right side soft steel plates 9 for sealing the skin dogbone holes, the bending parallel dogbone hole soft steel plates 10, and the front and rear blocking soft steel plates 11 are made of Q235 steel; the steel frame-support structure 1, the connecting end steel plate 5 welded in the upper end area of ​​the H-shaped steel herringbone support, the upper connecting steel plate with round holes 7, and the lower connecting steel plate 8 are all made of Q345B steel; the lead plate 11 is made of lead with an elastic modulus of not less than 17GPa and a yield strength of not less than 5MPa; the vulcanized laminated rubber 13 is made of rubber with a shear modulus of G=0.4~0.6MPa; the strength grade of the high-strength bolts 14 is not lower than S8.8.

[0026] The present invention relates to a bending parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption device for a steel frame-support structure and a method thereof, and the specific method thereof is as follows: Step 1: Prepare steel frame-supporting structural steel components, including steel frame H-beams, H-beam columns, and H-beam herringbone supports. The factory produces and processes steel frame H-beam columns, H-beam beams, end plates with bolt holes, stiffening ribs, and cover plates; welds bottom plates and steel cover plates with bolt holes at the bottom and top of H-beam columns respectively; welds end plates with bolt holes at the ends of H-beam beams; welds stiffening ribs on H-beam columns and H-beam beams; opens bolt holes on the flanges of H-beam beams and H-beam columns; processes H-beam herringbone diagonal supports, and welds the connecting end steel plates at the intersection area at their upper ends.

[0027] Step 2: Processing mild steel plates and lead plates. Seal the mild steel plates before and after cutting and forming; punch dog-bone holes on the mild steel plate base material using stamping technology to form dog-bone hole mild steel plates; weld the dog-bone hole mild steel plates with rectangular thin mild steel plates of equal peripheral dimensions to form skinned dog-bone hole mild steel plates; use a mold to pour hot-melt fluid lead and then cool naturally to form lead plates.

[0028] Step 3: Prepare the steel components of the energy dissipation and shock absorption device. First, weld the bending parallel dog bone hole soft steel plate at the corresponding positions of the upper connecting belt circular hole steel plate and the lower connecting plate, then weld the left and right sides of the soft steel plate with the skin dog bone hole, and then insert the rectangular lead plate for bonding and blocking from the front and back of the parallel dog bone hole soft steel plate cavity, and then weld the front and back blocking soft steel plates and weld the front and back blocking soft steel plates to the left and right sides of the skin dog bone hole blocking soft steel plates.

[0029] Step 4: Prepare the energy dissipation and shock absorption device of the laminated rubber-lead plate with parallel dog-bone holes in bending. The vulcanized rubber is prepared by hot vulcanization method, and the vulcanized rubber is poured into the cavity between the soft steel plates with dog-bone holes through the circular holes for pouring vulcanized rubber on the upper connecting plate. The hot molten vulcanized rubber flows through the holes on the adjacent soft steel plates with parallel dog-bone holes in bending and is vulcanized and bonded to the lead plate. After natural cooling, the energy dissipation and shock absorption device of the laminated rubber-lead plate with parallel dog-bone holes in bending is formed.

[0030] Step 5: Assemble the steel frame. First, use high-strength bolts to connect and fix the bottom connecting plate of the H-shaped steel column to the foundation; then use high-strength bolts to connect the end plate of the H-shaped steel beam to the H-shaped steel column.

[0031] Step 6: Assemble the H-shaped steel herringbone support. Use high-strength bolts to connect the two support bottom connection end plates of the components welded with the end steel plates at the intersection area of ​​the upper end of the H-shaped steel herringbone support to the upper flange of the lower H-shaped steel beam.

[0032] Step 7: Assemble the bending parallel dog bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption device. Use high-strength bolts to connect the upper connecting steel plate with round holes of the energy dissipation and shock absorption device to the bolt holes of the lower flange of the H-shaped steel beam, and then use high-strength bolts to connect the lower connecting steel plate of the energy dissipation and shock absorption device to the upper connecting end plate bolt holes welded in the upper end area of ​​the H-shaped steel herringbone support.

[0033] Compared with the prior art, the present invention relates to a bending parallel dog bone hole mild steel plate laminated rubber energy dissipation and shock absorption device and method for a steel frame-support structure, which has the following advantages: 1. The energy dissipation and shock absorption device of the present invention with a laminated rubber-lead plate and a bending parallel dog-bone hole mild steel plate has a simple structure, is easy to prepare, convenient to assemble, and has low cost. The mild steel and lead used in the energy dissipation and shock absorption device of the present invention are common materials on the market. The punching process in the preparation of the mild steel plate with dog-bone holes is a mature process for steel forming at present, and the use of a mold for hot-melt infusion to form the lead plate is also a mature process with strong feasibility. The vulcanized laminated rubber poured inside the energy dissipation and shock absorption device is prepared by a hot vulcanization process, and the process technology is mature. Vulcanized rubber has the characteristics of high durability, high corrosion resistance, and high fatigue resistance, and is less affected by temperature, overcoming the disadvantages of viscous dampers, viscoelastic dampers, unstable damping force due to medium aging, high temperature sensitivity, and easy damage to seals.

[0034] 2. The energy dissipation and shock absorption device of the present invention with parallel dog-bone hole soft steel plates laminated with rubber-lead plates has two anti-seismic defense lines. Under the action of small or medium earthquakes, the front and rear blocking soft steel plates of the energy dissipation and shock absorption device can play a role of large shear stiffness to effectively control the inter-layer displacement, which is the first defense line; under the action of large earthquakes, the front and rear blocking soft steel plates of the energy dissipation and shock absorption device consume seismic energy through shear buckling deformation, and the lead plates consume seismic energy through plastic deformation, which is the second defense line; the cross-section of the parallel dog-bone hole soft steel plates with bending consumes seismic energy through nearly equal strength bending plastic deformation. Compared with traditional soft steel dampers, the performance design of the energy dissipation and shock absorption device can be realized according to the seismic resistance requirements of the structure.

[0035] 3. The energy dissipation and shock absorption device of the soft steel plate with parallel dog-bone holes of the present invention has the characteristics of soft steel-laminated rubber-lead plate synergistic force bearing. The soft steel has good buckling energy dissipation capacity, the lead plate has strong plastic deformation energy dissipation capacity, and the rubber has good elastic deformation capacity and recoverability. It combines the advantages of the three materials of soft steel, lead plate and rubber. The rubber running through the soft steel plate with parallel dog-bone holes synergistically deforms with the soft steel plate and the lead plate to dissipate energy and provide restoring force, which effectively improves the energy dissipation and shock absorption effect and seismic toughness of the energy dissipation and shock absorption device. BRIEF DESCRIPTION OF THE DRAWINGS

[0036] Figure 1It is a steel frame-support structure and a bending parallel dog bone hole soft steel plate laminated rubber energy dissipation and shock absorption device connected with the high-strength bolts. a steel frame-support structure; b steel frame-support structure-energy dissipation and shock absorption device system.

[0037] Figure 2 The utility model relates to a structure of a bending parallel dog-bone hole mild steel plate laminated with rubber energy dissipation and shock absorption device.

[0038] Figure 3 It is a dog bone hole mild steel plate structure and a skin dog bone hole mild steel plate structure. a dog bone hole mild steel plate structure; b skin dog bone hole mild steel plate structure. DETAILED DESCRIPTION

[0039] The present invention is described in detail below with reference to the accompanying drawings and embodiments.

[0040] like Figure 1-3 As shown, a bending parallel dog bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption device assembled with high-strength bolts of a steel frame-support structure, the steel frame-support structure 1 is composed of: steel frame H-shaped steel column 2, steel frame H-shaped steel beam 3, H-shaped steel herringbone support 4, and connection end steel plate 5 welded in the intersection area of ​​the support upper end; the bending parallel dog bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption structure 6 is composed of: upper connection belt circular hole steel plate 7, lower connection steel plate 8, The left and right sides are used to seal the skin dog-bone holes of mild steel plates 9, the bending parallel dog-bone holes of mild steel plates 10, the rectangular lead plates 11 that are respectively inserted into the front and back of the parallel dog-bone holes of the mild steel plates for bonding and sealing, the front and back sealing mild steel plates 12, and the vulcanized laminated rubber 13; high-strength bolt connection system: high-strength bolts 14 used for assembly of H-shaped steel beam-column frames, assembly of H-shaped steel herringbone supports, and assembly of steel frame-support structure and bending parallel dog-bone holes of mild steel plates laminated rubber-lead plate energy dissipation and shock absorption devices.

[0041] The steel frame-support structure 1 is constructed by connecting the H-shaped steel columns 2 and the upper and lower H-shaped steel beams 3 with high-strength bolts 14 to form a steel frame, and then welding the connecting end steel plate components in the upper end area of ​​the H-shaped steel herringbone support 4 to the upper flange of the lower H-shaped steel beam with high-strength bolts 14. The steel frame H-shaped steel columns 2 and H-shaped steel beams 3 are made of welded or rolled H-shaped steel; the bottom of the steel frame H-shaped steel columns 2 are welded to the bottom plate and stiffening ribs, and the connecting bottom plate is connected to the screws embedded in the foundation to form the steel frame column foot; a rectangular end plate is welded at the end of the frame H-shaped steel beam 3, and bolt holes are opened on the rectangular end plate. The bolt holes on the rectangular end plate correspond to the bolt holes on the steel frame H-shaped steel columns 2, and are connected with high-strength bolts; the thickness of the rectangular end plate welded at the end of the steel frame H-shaped steel beam 3 is not less than the thickness of the flange of the steel frame H-shaped steel column 2 ; Stiffening ribs are welded on both sides of the web of the H-shaped steel column 2 in the steel frame beam-column node area, and the welding position of the stiffening ribs is consistent with the elevation of the upper and lower flanges of the steel frame H-shaped steel beam 3; Stiffening ribs are welded on both sides of the web of the H-shaped steel beam at both ends of the connection area between the upper connecting plate of the bending parallel dog-bone hole soft steel plate laminated rubber energy dissipation and shock absorption device 6 and the lower flange of the steel frame H-shaped steel beam 3, and the thickness of the stiffening ribs is not less than the thickness of the beam web; The H-shaped steel herringbone support 4 is a symmetrically arranged oblique H-shaped steel, and the connecting end steel plate 5 is welded in the upper intersection area of ​​the H-shaped steel herringbone support 4; The connecting end steel plate 5 welded in the upper intersection area of ​​the H-shaped steel herringbone support 4 is connected to the lower connecting steel plate 8 by high-strength bolts 14; The horizontal angle between the H-shaped steel herringbone support 4 and the steel frame H-shaped steel beam 3 is 45°~60°.

[0042] The described bending parallel dog-bone hole mild steel plate laminated rubber-lead plate glue energy dissipation and shock absorption device 6 is composed of an upper connecting steel plate with round holes 7, a lower connecting steel plate 8, left and right side skin dog-bone hole soft steel plates 9, a bending parallel dog-bone hole soft steel plate 10, rectangular lead plates 11 respectively inserted and bonded into the front and back cavities of the parallel dog-bone hole soft steel plates, front and back blocking soft steel plates 12, a multi-cavity steel component formed by welding, and a vulcanized laminated rubber 13 poured into its cavity. The left and right side soft steel plates 9 for sealing the skin dogbone holes, the bending parallel dogbone hole soft steel plates 10, and the front and rear blocking soft steel plates 12 are all welded to the upper connecting belt circular hole steel plate 7 and the lower connecting steel plate 8; the rectangular lead plates 11 are respectively inserted into the front and rear cavities of the parallel dogbone hole soft steel plates for bonding and blocking; the molten vulcanized rubber is poured into the cavity between the welded soft steel plates of the energy dissipation and shock absorption device through the reserved circular holes of the upper connecting belt circular hole steel plate 7, and the vulcanized laminated rubber 13 is formed after cooling; the vulcanized laminated rubber and the welded soft steel plate system-the lead plates inserted for bonding and blocking constitute the bending parallel dogbone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption structure 6.

[0043] The upper connecting steel plate with round holes 7 is a rectangular steel plate with vulcanized rubber injection holes and bolt holes. Its thickness is not less than the thickness of the flange of the steel frame H-shaped steel beam 3. The positions of the bolt holes opened on it correspond to the positions of the bolt holes on the lower flange of the steel frame H-shaped steel beam 3. The upper connecting steel plate with round holes 7 has a vulcanized rubber injection hole in the upper part of each cavity formed by the bending parallel dog-bone hole soft steel plate 10. The diameter of the vulcanized rubber injection hole is not less than 20 mm, and the width of the upper connecting steel plate with round holes 7 is not greater than the width of the flange of the steel frame H-shaped steel beam 3.

[0044] The lower connecting steel plate 8 is a rectangular steel plate with connecting bolt holes at the bottom of the bending parallel dog-bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption structure 6, and its size is consistent with the upper connecting steel plate with round holes 7.

[0045] The left and right sides of the soft steel plates 9 for blocking the dogbone holes in the skin are made of rectangular soft thin steel plates with the same peripheral size as the dogbone hole soft steel plates, which are welded to the dogbone hole soft steel plates from the outside, and then welded to the soft steel plates at the left and right ends of the upper connecting steel plate with round holes 7 and the lower connecting steel plate 8.

[0046] The bending parallel dog bone hole mild steel plate 10 is a group of parallel cross-section mild steel plates with dog bone holes and nearly equal strength bending yield deformation. The dog bone hole mild steel plate is formed by punching out a series of polygonal holes in a dog bone-like division from a rectangular mild steel plate. The thickness of the dog bone hole mild steel plate is determined according to the force and energy consumption requirements. Under the action of a large earthquake, the cross-section of the bending parallel dog bone hole mild steel plate welded between the upper and lower connecting steel plates is nearly equal strength bending yield deformation to consume seismic energy.

[0047] The lead plate 11 inserted and bonded to the front and rear ends of the parallel dog-bone hole mild steel plate cavity is a rectangular lead plate inserted and bonded to the front and rear ends of the parallel dog-bone hole mild steel plate cavity. The thickness of the lead plate is not greater than the height of the small cross-sections at both ends of the maximum hole width section of the dog-bone hole mild steel plate. The lead plate increases the damping of the device under earthquakes, and the lead plate plastically deforms under large earthquakes to consume seismic energy.

[0048] The front and rear blocking mild steel plates 12 are rectangular mild steel plates, and form a plurality of cavities between the left and right side blocking skin dog bone hole mild steel plates 9 and the bending parallel dog bone hole mild steel plates 10. The front and rear blocking mild steel plates 12 are mainly shear deformation, and under the action of small or medium earthquakes, they can play a role of large shear stiffness to effectively control the inter-layer displacement, and under the action of large earthquakes, they consume seismic energy through buckling deformation.

[0049] The vulcanized laminated rubber 13 is a vulcanized rubber with high elasticity, high heat resistance, high tensile strength, high wear resistance and high corrosion resistance produced by hot vulcanization. The circular holes on the upper connecting belt circular hole steel plate 7 are poured into the cavity between the bending parallel dog-bone hole soft steel plates 10 in a hot molten state. The triangular holes and trapezoidal holes in the middle of the adjacent bending parallel dog-bone hole soft steel plates 10 are poured with hot molten vulcanized rubber and then penetrated. After natural cooling, the vulcanized laminated rubber 13 is formed; the laminated rubber penetrating between the parallel dog-bone hole soft steel plates synergistically deforms with the soft steel plates and provides restoring force, which can effectively improve the energy dissipation and shock absorption effect and seismic toughness of the device.

[0050] The high-strength bolts 14 are used for the following connections: the formed connection of the steel frame-support structure 1, a connecting end plate is set at the end of the steel frame H-shaped steel beam 3 and assembled and connected with the steel frame H-shaped steel column 2 with bolt holes by high-strength bolts 14 to form a steel frame; the component formed by welding the connecting end steel plate 5 welded at the intersection area of ​​the H-shaped steel herringbone support 4 and the upper end of the support is connected to the upper flange of the H-shaped steel beam 3 under the steel frame by high-strength bolts 14; the upper connecting steel plate with circular holes 7 of the bending parallel dog-bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption structure 6 is connected to the lower flange of the steel frame H-shaped steel beam 3 by high-strength bolts 14; the lower connecting steel plate 8 of the bending parallel dog-bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption structure 6 is connected to the connecting end steel plate 5 welded at the intersection area of ​​the upper end of the H-shaped steel herringbone support 4 by high-strength bolts 14.

[0051] Material characteristics: The left and right side soft steel plates 9 for sealing the skin dogbone holes, the bending parallel dogbone hole soft steel plates 10, and the front and rear blocking soft steel plates 11 are made of Q235 steel; the steel frame-support structure 1, the connecting end steel plate 5 welded in the upper end area of ​​the H-shaped steel herringbone support, the upper connecting steel plate with round holes 7, and the lower connecting steel plate 8 are all made of Q345B steel; the lead plate 11 is made of lead with an elastic modulus of not less than 17GPa and a yield strength of not less than 5MPa; the vulcanized laminated rubber 13 is made of rubber with a shear modulus of G=0.4~0.6MPa; the strength grade of the high-strength bolts 14 is not lower than S8.8.

[0052] The present invention relates to a bending parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption device for a steel frame-support structure and a method thereof, and the specific method thereof is as follows: Step 1: Prepare steel frame-supporting structural steel components, including steel frame H-beams, steel frame H-beam columns, and H-beam herringbone supports. The factory produces and processes steel frame H-beam columns, steel frame H-beam beams, end plates with bolt holes, stiffening ribs, and cover plates; weld bottom plates and steel cover plates with bolt holes at the bottom and top of steel frame H-beam columns respectively; weld end plates with bolt holes at the ends of steel frame H-beam beams; weld stiffening ribs on steel frame H-beam columns and H-beam beams; open bolt holes on the flanges of steel frame H-beam beams and H-beam columns; process H-beam herringbone diagonal supports, and weld connecting end steel plates at the intersection area at their upper ends.

[0053] Step 2: Processing mild steel plates and lead plates. Seal the mild steel plates before and after cutting and forming; punch dog-bone holes on the mild steel plate base material using stamping technology to form dog-bone hole mild steel plates; weld the dog-bone hole mild steel plates with rectangular thin mild steel plates of equal peripheral dimensions to form skinned dog-bone hole mild steel plates; use a mold to pour hot-melt fluid lead and then cool naturally to form lead plates.

[0054] Step 3: Prepare the steel components of the energy dissipation and shock absorption device. First, weld the bending parallel dog bone hole soft steel plate at the corresponding positions of the upper connecting belt circular hole steel plate and the lower connecting plate, then weld the left and right sides of the soft steel plate with the skin dog bone hole, and then insert the rectangular lead plate for bonding and blocking from the front and back of the parallel dog bone hole soft steel plate cavity, and then weld the front and back blocking soft steel plates and weld the front and back blocking soft steel plates to the left and right sides of the skin dog bone hole blocking soft steel plates.

[0055] Step 4: Prepare the energy dissipation and shock absorption device of the laminated rubber-lead plate with parallel dog-bone holes in bending. The vulcanized rubber is prepared by hot vulcanization method, and the vulcanized rubber is poured into the cavity between the soft steel plates with dog-bone holes through the circular holes for pouring vulcanized rubber on the upper connecting plate. The hot molten vulcanized rubber flows through the holes on the adjacent soft steel plates with parallel dog-bone holes in bending and is vulcanized and bonded to the lead plate. After natural cooling, the energy dissipation and shock absorption device of the laminated rubber-lead plate with parallel dog-bone holes in bending is formed.

[0056] Step 5: Assemble the steel frame. First, use high-strength bolts to connect and fix the bottom connecting plate of the H-shaped steel column to the foundation; then use high-strength bolts to connect the end plate of the H-shaped steel beam to the H-shaped steel column.

[0057] Step 6: Assemble the H-shaped steel herringbone support. Use high-strength bolts to connect the two support bottom connection end plates of the components welded with the end steel plates at the intersection area of ​​the upper end of the H-shaped steel herringbone support to the upper flange of the lower H-shaped steel beam.

[0058] Step 7: Assemble the bending parallel dog bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption device. Use high-strength bolts to connect the upper connecting steel plate with round holes of the energy dissipation and shock absorption device to the bolt holes of the lower flange of the H-shaped steel beam, and then use high-strength bolts to connect the lower connecting steel plate of the energy dissipation and shock absorption device to the upper connecting end plate bolt holes welded in the upper end area of ​​the H-shaped steel herringbone support. Example

[0059] Firstly, according to the structural layout of the building design, the layout position and specific size of the H-shaped steel beams and H-shaped steel columns of the steel frame are determined; combined with the design of the steel frame, the H-shaped steel herringbone supports and the connecting end steel plates welded in the intersection area of ​​the upper ends of the supports are designed to match; according to the design requirements of multiple seismic defense lines, a bending parallel dog-bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption device is designed.

[0060] The construction process of a bending parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption device for a steel frame-support structure is as follows: S1 factory prepares steel frame H-shaped steel beams, H-shaped steel columns, H-shaped steel herringbone supports and matching assembly parts; The S2 factory cuts, punches and welds to produce soft steel plates for sealing dogbone holes on the left and right sides and soft steel plates for sealing the front and rear, punches and processes soft steel plates with dogbone holes, and uses molds to pour fluidized lead to form lead plates; the S3 factory processes other steel components of the energy dissipation and shock absorption device; S4 welds the soft steel plates with parallel dogbone holes for bending at the corresponding positions of the upper connecting steel plate with round holes and the lower connecting steel plate, welds the soft steel plates for sealing the dogbone holes on the left and right sides, and then inserts the rectangular lead plates for bonding and plugging into the cavities of the parallel dogbone holes soft steel plates from the front and back, then welds the front and rear sealing soft steel plates and welds the front and rear sealing soft steel plates to the soft steel plates for sealing the dogbone holes on the left and right sides; S5 prepares vulcanized rubber by hot vulcanization, and pours the hot molten vulcanized rubber into the cavity of the steel component of the energy dissipation and shock absorption device, and forms a rubber-lead plate energy dissipation and shock absorption device with parallel dogbone holes for bending after natural cooling.

[0061] High-strength bolts are used to assemble the steel frame on site, the H-shaped steel herringbone support upper area is welded to connect the end steel plate components, and the bending parallel dog-bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption device is assembled.

[0062] The above is a typical embodiment of the present invention, and the implementation of the present invention is not limited thereto.

Claims

1. A bending parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption device, characterized in that: The invention comprises a steel frame-support structure (1), and a bending parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption structure (6) arranged in the steel frame-support structure (1); the bending parallel dog bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption structure (6) is arranged in sequence along the middle of the steel frame-support structure (1); the bending parallel dog bone hole mild steel plate laminated rubber-lead plate rubber energy dissipation and shock absorption device (6) comprises a multi-cavity steel component formed by welding an upper connecting steel plate with round holes (7), a lower connecting steel plate (8), a sealing skin dog bone hole mild steel plate (9), a bending parallel dog bone hole mild steel plate (10), rectangular lead plates (11) respectively inserted into the front and rear cavities of the parallel dog bone hole mild steel plate for bonding and blocking, and front and rear blocking mild steel plates (12), and a vulcanized laminated rubber (13) poured into the multi-cavity steel component.

2. The energy dissipation and shock absorption device of a mild steel plate laminated with a parallel dog bone hole under bending according to claim 1 is characterized in that: The steel frame-support structure (1) comprises a steel frame H-shaped steel column (2), a steel frame H-shaped steel beam (3), an H-shaped steel herringbone support (4), and a connecting end steel plate (5) welded at the intersection area of ​​the upper end of the support; the steel frame H-shaped steel column (2) and the upper and lower steel frame H-shaped steel beams (3) are connected by high-strength bolts (14) to form a steel frame, and the connecting end steel plate component welded at the upper end area of ​​the H-shaped steel herringbone support (4) and the upper flange of the lower H-shaped steel beam are connected by high-strength bolts (14); the steel frame H-shaped steel column (2) and the steel frame H-shaped steel beam (3) are made of welded or rolled H-shaped steel; the bottom of the steel frame H-shaped steel column (2) is welded to a connecting bottom plate and a stiffening rib, and the connecting bottom plate is connected to a screw pre-buried in the foundation to form a steel frame column foot; a rectangular end plate is welded at the end of the frame H-shaped steel beam (3), Bolt holes are opened on the rectangular end plate, and the bolt holes on the rectangular end plate correspond to the bolt holes on the steel frame H-shaped steel column (2) and are connected by high-strength bolts; the thickness of the rectangular end plate welded at the end of the steel frame H-shaped steel beam (3) is not less than the thickness of the flange of the steel frame H-shaped steel column (2); stiffening ribs are welded on both sides of the web of the H-shaped steel column (2) in the steel frame beam-column node area, and the welding position of the stiffening ribs is consistent with the elevation of the upper and lower flanges of the steel frame H-shaped steel beam (3); stiffening ribs are welded on both sides of the web of the H-shaped steel beam at both ends of the connection area between the upper connecting steel plate with circular holes (7) and the lower flange of the steel frame H-shaped steel beam (3), and the thickness of the stiffening ribs is not less than the thickness of the beam web; the H-shaped steel herringbone support (4) is a symmetrically arranged oblique H-shaped steel, and the upper end intersection area of ​​the H-shaped steel herringbone support (4) is welded with a connecting end steel plate (5); The connecting end steel plate (5) welded at the upper intersection area of ​​the H-shaped steel herringbone support (4) and the lower connecting steel plate (8) are connected by high-strength bolts (14); the horizontal angle between the H-shaped steel herringbone support (4) and the steel frame H-shaped steel beam (3) is 45° to 60°.

3. The energy dissipation and shock absorption device of a mild steel plate laminated with a parallel dog bone hole under bending according to claim 1 is characterized in that: In the bending parallel dog-bone hole mild steel plate laminated rubber energy dissipation and shock absorption structure (6), a plurality of the bending parallel dog-bone hole mild steel plates (10) are arranged vertically in parallel, and the upper and lower ends are respectively welded to the upper connecting belt circular hole steel plate (7) and the lower connecting steel plate (8), and the left and right sides are respectively welded to the front and rear blocking mild steel plates (11) to form a multi-cavity steel component; the outer side of the multi-cavity steel component is a blocking skin dog-bone hole mild steel plate (9); the upper connecting belt circular hole steel plate (7) is provided with a reserved circular hole, and molten vulcanized rubber is poured into the cavity of the multi-cavity steel component between the welded bending parallel dog-bone hole mild steel plates (10), and the vulcanized rubber is cooled and bonded to the multi-cavity steel component. The structure is formed into an integrally formed parallel dog-bone hole mild steel plate laminated rubber energy dissipation and shock absorption structure (6); rectangular lead plates (11) are inserted into the front and back of the parallel dog-bone hole mild steel plate cavity for bonding and sealing, respectively, to prepare a welded mild steel plate system-inserted adhesively sealed lead plate; molten vulcanized rubber is poured into the cavity between the mild steel plates of the welded energy dissipation and shock absorption device through the reserved circular hole of the upper connected steel plate with circular holes (7), and vulcanized laminated rubber (13) is formed after cooling; the vulcanized laminated rubber (13) and the welded mild steel plate system-inserted adhesively sealed lead plate form a parallel dog-bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption structure (6).

4. The energy dissipation and shock absorption device of a mild steel plate laminated with a parallel dog bone hole under bending according to claim 1 is characterized in that: The upper connecting steel plate with round holes (7) is a rectangular steel plate with holes for vulcanized rubber and bolt holes, the thickness of which is not less than the thickness of the flange of the steel frame H-shaped steel beam (3), the positions of the bolt holes opened on it correspond to the positions of the bolt holes on the lower flange of the steel frame H-shaped steel beam (3), the upper connecting steel plate with round holes (7) is provided with a vulcanized rubber pouring hole in the upper part of each cavity formed by the bending parallel dog bone hole soft steel plate (10), the diameter of the vulcanized rubber pouring hole is not less than 20 mm, and the width of the upper connecting steel plate with round holes (7) is not greater than the width of the flange of the steel frame H-shaped steel beam (3).

5. The energy dissipation and shock absorption device of a mild steel plate laminated with a parallel dog bone hole under bending according to claim 1 is characterized in that: The lower connecting steel plate (8) is a rectangular steel plate with connecting bolt holes at the bottom of the bending parallel dog bone hole soft steel plate laminated rubber-lead plate energy dissipation and shock absorption structure (6), and its size is consistent with that of the upper connecting steel plate with round holes (7).

6. The energy dissipation and shock absorption device of a mild steel plate laminated with a parallel dog bone hole under bending according to claim 1 is characterized in that: The left and right sides of the soft steel plates (9) for sealing the dogbone holes of the skin are made of rectangular soft thin steel plates with the same peripheral dimensions as the dogbone hole soft steel plates; the outer sides of the rectangular soft thin steel plates are covered with the skin and then welded to the left and right ends of the upper connecting steel plate with round holes (7) and the lower connecting steel plate (8).

7. The energy dissipation and shock absorption device of a mild steel plate laminated with a parallel dog bone hole under bending according to claim 1 is characterized in that: The bending parallel dog-bone hole mild steel plate (10) is a group of parallel cross-section dog-bone hole mild steel plates with nearly equal strength bending yield deformation. The dog-bone hole mild steel plate is formed by punching out a series of polygonal holes in a dog-bone-like division from a rectangular mild steel plate. The thickness of the dog-bone hole mild steel plate is determined according to the stress and energy consumption requirements. Under the action of a large earthquake, the cross-section of the bending parallel dog-bone hole mild steel plate welded between the upper and lower connecting steel plates is nearly equal in strength bending yield deformation to consume seismic energy.

8. The energy dissipation and shock absorption device of a mild steel plate laminated with a parallel dog-bone hole under bending according to claim 1 is characterized in that: The thickness of the rectangular lead plate (11) is not greater than the height of the small cross-sections at both ends of the maximum hole width cross-section of the dog-bone hole mild steel plate. The rectangular lead plate increases the damping of the device under earthquakes, and the rectangular lead plate plastically deforms under large earthquakes to consume earthquake energy. The front and rear blocking mild steel plates (12) are rectangular mild steel plates, and form a plurality of cavities between the left and right side blocking skin dog bone hole mild steel plates (9) and the bending parallel dog bone hole mild steel plates (10); the front and rear blocking mild steel plates (12) are mainly shear deformed, and under the action of small or medium earthquakes, they can play a role of large shear stiffness to effectively control inter-layer displacement, and under the action of large earthquakes, they consume seismic energy through buckling deformation.

9. The energy dissipation and shock absorption device of a mild steel plate laminated with a parallel dog bone hole under bending according to claim 1 is characterized in that: The vulcanized laminated rubber (13) is a vulcanized rubber produced by hot vulcanization and has high elasticity, high heat resistance, high tensile strength, high wear resistance and high corrosion resistance. The circular holes on the upper connecting belt circular hole steel plate (7) are poured into the cavity between the bending parallel dog bone hole soft steel plates (10) in a hot molten state. The triangular holes and trapezoidal holes in the middle of the adjacent bending parallel dog bone hole soft steel plates (10) are poured with hot molten vulcanized rubber and then penetrated. After natural cooling, the vulcanized laminated rubber (13) is formed; the laminated rubber penetrating between the parallel dog bone hole soft steel plates cooperates with the soft steel plates to deform and provide restoring force, thereby improving the energy dissipation and shock absorption effect and seismic toughness. The soft steel plates (9) for sealing the dogbone holes in the skin, the soft steel plates (10) for bending the parallel dogbone holes, and the front and rear soft steel plates (11) are made of Q235 steel; the steel frame-support structure (1), the connecting end steel plates (5) welded in the upper end area of ​​the H-shaped steel herringbone support, the upper connecting steel plates with round holes (7), and the lower connecting steel plates (8) are all made of Q345B steel; the lead plate (11) is made of lead material with an elastic modulus of not less than 17 GPa and a yield strength of not less than 5 MPa; the vulcanized laminated rubber (13) is made of a shear modulus of G =0.4~0.6MPa rubber; the strength grade of high-strength bolts (14) shall not be lower than S8.

8.

10. A method for realizing the energy dissipation and shock absorption device of the mild steel plate with parallel dog-bone holes laminated with rubber-lead plate as claimed in any one of claims 1 to 9, characterized in that: The implementation process is as follows: Step 1: Prepare steel frame-support structure steel components, including steel frame H-shaped steel beams, steel frame H-shaped steel columns, and H-shaped steel herringbone supports; the factory produces and processes steel frame H-shaped steel columns, steel frame H-shaped steel beams, end plates with bolt holes, stiffening ribs, and cover plates; weld bottom plates and steel cover plates with bolt holes at the bottom and top of the H-shaped steel columns respectively; weld end plates with bolt holes at the ends of the steel frame H-shaped steel beams; weld stiffening ribs on the steel frame H-shaped steel columns and steel frame H-shaped steel beams; open bolt holes on the flanges of the steel frame H-shaped steel beams and steel frame H-shaped steel columns; process H-shaped steel herringbone oblique supports, and weld the connecting end steel plates at the intersection area at their upper ends; Step 2: Processing mild steel plate and lead plate; sealing mild steel plate before and after cutting and forming; punching dog-bone holes on the mild steel plate base material by stamping process to form dog-bone hole mild steel plate; welding the dog-bone hole mild steel plate with rectangular thin mild steel plates of equal peripheral dimensions to form skinned dog-bone hole mild steel plate; using mold to pour hot melt fluid lead and then naturally cool to form lead plate; Step 3: Prepare the steel components of the energy dissipation and shock absorption device; first weld the bending parallel dog bone hole soft steel plate at the corresponding positions of the upper connecting belt circular hole steel plate and the lower connecting plate, then weld the left and right sides of the soft steel plates for blocking the skin dog bone hole, and then insert the rectangular lead plates for bonding and blocking from the front and back of the parallel dog bone hole soft steel plate cavities, and then weld the front and back blocking soft steel plates and weld the front and back blocking soft steel plates to the left and right sides of the soft steel plates for blocking the skin dog bone hole; Step 4: prepare a bending parallel dog-bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption device; adopt a hot vulcanization method to prepare vulcanized rubber, and pour the vulcanized rubber into the cavity between the dog-bone hole mild steel plates through the circular holes for pouring vulcanized rubber on the upper connecting plate, and the hot molten vulcanized rubber flows through the holes on the adjacent bending parallel dog-bone hole mild steel plates and is vulcanized and bonded to the lead plates, and after natural cooling, a bending parallel dog-bone hole mild steel plate laminated rubber-lead plate energy dissipation and shock absorption device is formed; Step 5: Assemble the steel frame; first, use high-strength bolts to connect and fix the bottom connection plate of the H-shaped steel column of the steel frame to the foundation; then use high-strength bolts to connect the end plate of the H-shaped steel beam of the steel frame to the H-shaped steel column of the steel frame; Step 6: Assemble the H-shaped steel herringbone support; use high-strength bolts to connect the two support bottom connection end plates of the components of the welded connection end steel plates at the intersection area of ​​the upper end of the H-shaped steel herringbone support to the upper flange of the lower H-shaped steel beam; Step 7: Assemble the energy dissipation and shock absorption device with parallel dog-bone holes and laminated rubber-lead plates; use high-strength bolts to connect the upper connecting steel plate with round holes of the energy dissipation and shock absorption device to the bolt holes of the lower flange of the H-shaped steel beam of the steel frame, and then use high-strength bolts to connect the lower connecting steel plate of the energy dissipation and shock absorption device to the bolt holes of the upper connecting end plate welded in the upper end area of ​​the H-shaped steel herringbone support.

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