69 results about "Seismic isolation" patented technology

The present invention relates to a curtain wall having seismic isolation structure performance, the curtain wall including: vertical frames arranged at intervals; a plurality of horizontal frames connecting the vertical frames; and vibration prevention connection mechanisms provided between the plurality of vertical frames and horizontal frames to connect the vertical frames and the horizontal frames, wherein each of the vibration prevention connection mechanisms includes: a vibration prevention bracket body which is coupled to a vertical frame and has a hollow part formed therein; an inner elastic bracket which has one end connected to both sides of an inner wall of one end of the vibration prevention bracket body, is formed to extend to the outside of the other end of the vibration prevention bracket body, and has the other end provided as a fastening pipe; a buffer member disposed between an inner surface part of the vibration prevention bracket body and the inner elastic bracket; and a fastening element fastened to a horizontal frame through the fastening pipe.

The present invention provides a reinforced concrete and wooden high-rise building with seismic isolation capabilities, which also allows for the stable support of the elevator shaft while avoiding interference with the lower floors. [Solution] A seismically isolated high-rise building 10 includes a lower floor 20 made of reinforced concrete and an upper floor 30 made of wood hybrid structure, wherein an intermediate seismic isolation layer 40 is provided between the lower floor 21 and the upper floor 22 of the lower floor 20. An elevator shaft 35 is supported by the upper floor 30 and extends to a height reaching the floor slab 21a of the lowest floor of the lower floor 20, and is supported inside the concrete core section 50. The elevator shaft 35 is inserted between the ceiling slab 41 and the floor slab 21a of the lower floor 21, maintaining a spacing of 41c, 21c between them and the opening edges of the insertion openings formed in the ceiling slab 41 and floor slab 21a.

This utility model relates to the field of building steel structure technology and discloses a seismic-resistant building steel structure, including two columns, with a second horizontal column and two first horizontal columns slidably connected between the two columns. The two ends of the first horizontal columns and one second horizontal column are fixedly connected to plug-in blocks. This modular plug-in structure achieves efficient assembly and connection between the steel columns and multiple sets of horizontal beams, significantly improving construction convenience. Simultaneously, a liquid-filled honeycomb buffer mechanism and a spring reset system are introduced at the connection points, which can absorb vibration energy under seismic action and automatically return to their original position, significantly enhancing the structure's seismic buffering capacity and recovery performance. Furthermore, the rubber shock-absorbing seat at the bottom further enhances the structure's seismic isolation effect, thus achieving a comprehensive seismic-resistant building steel structure solution that is high-strength, quick-assembly, energy-dissipating, resettable, and highly safe.

To provide a base isolation device which is not subject to transportation restriction and capable of dealing with large deformation while supporting a superstructure and to provide a base isolation structure provided with the base isolation device.SOLUTION: A base isolation device 10 comprises: a slide bearing 18 which is installed in a base isolation layer 16 between a superstructure 12 and a substructure 14 and supports the superstructure 12; and a laminated rubber bearing 20 which is installed at a distance from the slide bearing 18 in a horizontal direction. The slide bearing 18 has: a slide section 22 which is installed on an upper face of the substructure 14; and a friction section 26 which is installed on a lower face of the superstructure 12 and capable of relatively sliding on a surface of the slide section 22. The slide section 22 is made up of a plurality of chips 22A connected to each other in a direction that the slide section 22 is extended.SELECTED DRAWING: Figure 1

The utility model discloses a slack cable shock absorption support, including upper board, lower board and the support core body between upper board, lower board, be equipped with the cable of support core body outside between upper board and lower board, and the cable is steel wire rope, the upper board, lower board side is equipped with the extension section, and the extension section side is equipped with a plurality of installation cavities that allow the steel wire rope to pass, and the installation cavity both ends are big in the middle, and the installation cavity middle portion inner wall is the arc surface that protrudes inwards, and the steel wire rope passes the installation cavity of upper end, lower end and is distributed in the support core body outside in the slack annular spiral shape, and the steel wire rope can slide with respect to the installation cavity between.

The utility model belongs to civil engineering technical field discloses a kind of shock insulation support, including support, lower connecting plate and upper connecting plate being respectively arranged in the upper and lower ends of support, the outer surface of support is provided with limit plate unit, is fixedly connected with lower connecting plate, upper connecting plate by connecting piece, limit plate unit is provided with limit magnet and connecting plate in, the connecting plate is fixedly connected between two adjacent limit magnets with support and is arranged, limit plate unit includes lower vertical limit plate and upper vertical limit plate, by "mechanical-magnetic attraction" composite locking design, when support is subjected to vertical tension, limit magnet instantaneously adsorbs connecting plate, forms reliable mechanical connection, effectively resists pullout force, support is vertically alternately composed of rubber gasket and steel plate, can be fully deformed in horizontal direction to dissipate seismic energy;Vertical through the synergistic effect of steel plate and rubber, provide high bearing capacity, adapt to the high vertical load demand of high-rise building.

To provide a device and a method for restraining horizontal deformation of a base isolation device which is simple and inexpensive.SOLUTION: A device 100 for restraining horizontal deformation of a base isolation device 16 provided at a base isolation layer 14 between an upper structure 10 and a lower structure 12 for constituting a skeleton of a base isolation building, and includes a restraining material 18 which is provided at the base isolation layer 14 outside of the base isolation device 16 so as to restrain the horizontal deformation of the base isolation device 16, and connects the upper structure 10 and the lower structure 12 in an oblique direction.SELECTED DRAWING: Figure 1

This utility model provides a pre-deformation device for rubber seismic isolation bearings, belonging to the field of building construction technology. It includes a fixing component and a pre-deformation component. The fixing component is mounted on a lower support pier. The pre-deformation component includes a support member and a driving member. The support member is mounted on the fixing component, and its upper end extends to one side of the upper connecting plate of the seismic isolation bearing. The driving member is detachably mounted on the upper part of the support member and has a degree of freedom in the horizontal direction. The free end of the driving member is used to connect to the upper connecting plate and drive the upper connecting plate to move horizontally. The pre-deformation device for rubber seismic isolation bearings provided by this utility model can effectively offset the effects of concrete shrinkage by applying deformation in advance, avoiding horizontal deformation of conventional rubber seismic isolation bearings due to concrete shrinkage. This ensures the deformation capacity of the seismic isolation bearing during rare earthquakes and improves the safety of seismic isolation buildings during construction and subsequent use.

This invention relates to the field of seismic technology for buildings, and particularly to a bidirectional adaptive spherical seismic isolation bearing and its preparation method. The method includes: calculating the elastic deformation of the spherical cup based on the design preload to determine if the deformation is acceptable; performing initial reshaping under unacceptable conditions; completing bearing assembly after ensuring component alignment accuracy through pre-assembly; performing pre-testing on the assembled bearing, determining whether it passes the pre-test based on the initial starting friction force, and performing secondary reshaping on bearings that fail the pre-test; obtaining a comprehensive performance index through bidirectional quasi-static testing to evaluate bearing performance and determine if the product performance meets standards; and performing graded optimization on substandard products based on the substandard performance parameters and the number of reshaping operations performed. This invention solves the problem of increased starting friction force and reduced horizontal and vertical seismic isolation performance of the bearing due to the implicit deformation of the spherical cup caused by assembly preload.

The utility model relates to a cooperative bearing column bearing type double-wall square cylinder group bin. The upper frame beam and the lower frame beam are of a reinforced concrete structure formed by integral pouring and are used for connecting the square cylinder single bins and the supporting columns to form a collaborative bearing system, and a plurality of friction pendulum shock insulation supports are evenly distributed between the upper frame beam and the lower frame beam so that rigid connection can be changed into semi-flexible transition connection. The inner wall and the outer wall of the double-wall structure are connected together through a plurality of evenly-distributed connecting embedded columns to be borne on the upper frame beam to form an integrally-integrated bearing structure, the upper frame beam is used for cooperatively bearing the square cylinder single bins, the lower frame beam is used for cooperatively connecting the supporting columns, and therefore cooperative bearing of the upper frame beam is matched. The stress concentration effect caused by direct rigid contact of the silo wall and the supporting columns can be obviously relieved, the problems of eccentric stress and large local stress peak value caused by different gravity of each single square cylinder silo are solved, and it is ensured that the structural safety of the square cylinder group silo is higher, and the anti-seismic property is higher.

This invention relates to the field of seismic isolation bearing technology, specifically a horizontal seismic isolation bearing based on air springs, comprising a lower connecting steel plate, an upper connecting steel plate, a lead-core rubber bearing element, a supporting sliding element, a sector-shaped air spring, and a dust cover. The lead-core rubber bearing element is fixedly connected to the upper part of the supporting sliding element, and the supporting sliding element and the lower connecting steel plate are connected through sliding contact, forming a sliding friction pair. Multiple sector-shaped air springs are arranged circumferentially around the supporting sliding element, and the outer sides of the sector-shaped air springs are connected to steel limiting rings fixed to the lower connecting steel plate. The sector-shaped air springs are internally equipped with limiting devices and buffer rubber to prevent excessive displacement and compression damage. A dust cover is installed on the upper part of the steel piston rod of the sector-shaped air spring. The bearing of this invention can automatically adjust its working state according to the earthquake intensity, primarily using sliding and air springs during minor earthquakes, and activating the lead-core rubber for energy dissipation during major earthquakes, achieving intelligent graded seismic isolation.

This invention provides an elastic seismic isolation and waterproofing strip for buildings and its construction method. The elastic seismic isolation and waterproofing strip is installed at horizontal isolation joints. Through its elastic deformation under compression, it achieves an elastic connection between the upper and lower structures of the seismic isolation layer, replacing the seismic isolation function of the horizontal isolation joint. The water-swellable material of the elastic seismic isolation and waterproofing strip also provides waterproofing and sealing functions for the isolation joint, thus providing seismic isolation and waterproofing for the building. The construction method includes: installing the embedded plate of the elastic seismic isolation and waterproofing strip after binding the reinforcing mesh on the lower surface of the isolation joint; supporting the formwork on both sides of the embedded plate; pouring concrete into the embedded plate through pre-drilled holes; checking for concrete overflow at the vent holes of the embedded plate during vibration compaction to ensure a dense and void-free structure; installing the elastic seismic isolation and waterproofing strip after solidification; subsequently supporting the upper seismic isolation layer of the horizontal isolation joint and the top formwork of the seismic isolation trench; and pouring concrete to construct the upper structure of the seismic isolation layer. This invention features good seismic isolation and waterproofing effect, convenient construction, and low cost.

The seismic isolation device has a simple structure and can be made lightweight. [Solution] The seismic isolation plate 10 comprises a fixed plate 12 which has multiple rows of fixed ribs 12A formed on its top and is installed with its bottom surface in contact with the floor surface G, and a sliding plate 14 which has multiple rows of sliding ribs 14A formed on its bottom in a direction intersecting the fixed ribs 12A, and is placed with its bottom surface in contact with the upper surface of the fixed ribs 12A, and the object to be seismically isolated 20 is placed on the upper surface of the sliding ribs 14A.

The present invention provides a seismic isolation device capable of preventing buckling of a coil spring and obtaining a stable response even when earthquake motion of a design exceedance level acts. A seismic isolation device (1) according to the present invention is provided with: a coil spring (6) fixed to an upper structure (2) and a lower foundation (3); and a buckling prevention mechanism (5) provided with a support mechanism (10) and a sliding surface (13). The support mechanism (10) has one end fixed to the upper structure (2) or the lower foundation (3) and the other end provided with a sliding member (12). The sliding surface (13) is fixed to the lower foundation (3) or the upper structure (2), and is provided at a position facing the sliding member (12). The sliding member (12) is not in contact with the sliding surface (13) in a stationary state.

To provide a seismic isolation building estimation system that allows for easy and accurate estimation of seismic isolation building designs and construction costs. [Solution] The seismic isolation building estimation system is deployed on a platform 1 and connectable via an electronic device 2. It performs estimations based on basic building parameters 21 input via the electronic device 2 and includes a seismic isolation design database 3, a building cost database 4, and a calculation unit 5. Seismic isolation construction design data 31 is stored in the seismic isolation design database 3, and cost data 41 is stored in the building cost database 4. The calculation unit 5 can receive the basic building parameters 21 input via the electronic device 2, inputs the basic building parameters 21 into the seismic isolation design database 3 and the building cost database 4, performs calculations, and generates a seismic isolation building estimation result 51 having a seismic isolation building design and construction cost corresponding to the basic building parameters 21.

A vibration isolation and seismic protection platform for power equipment, relating to the field of seismic isolation technology, includes a base. Multiple elastic seats are spaced apart on the side walls of the base. Each elastic seat includes an upper support plate and a lower support plate. The upper support plate is connected to the base, and the lower support plate is connected to the lower structure. An elastic connector is provided between the upper and lower support plates. The multiple elastic seats support the base, creating an isolation gap between the bottom surface of the base and the lower structure. Multiple limiting seats are also spaced apart on the side walls of the base. Each limiting seat includes an upper limiting plate and a lower limiting plate. The upper limiting plate is connected to the base, and the lower limiting plate is connected to the lower structure. The upper and lower limiting plates are spaced apart and connected by threaded components. During mild vibrations, the elastic seats can effectively absorb vibrations and maintain the stability of the base. Under accidental loads, the limiting seats can restrict the movement of the base, ensuring the safety of the equipment above the base.

This invention relates to the field of sliding materials for seismic isolation bearings, specifically disclosing a high-temperature resistant and wear-resistant composite material for building seismic isolation bearings and its preparation method. The high-temperature resistant and wear-resistant composite material for building seismic isolation bearings comprises the following raw material components in parts by weight: aliphatic polyketone, high-styrene resin-modified methyl vinyl silicone rubber, silicone resin, fluorosilicone rubber, polytetrafluoroethylene, high-temperature resistant filler, lubricant, compatibilizer, and coupling agent; the high-temperature resistant filler comprises the following raw material components: chopped basalt fiber, titanium diboride, silicon nitride, and ceramic powder. The high-temperature resistant and wear-resistant composite material for building seismic isolation bearings prepared by this invention synergistically improves the material's wear performance, thermal stability, and compressive modulus through mechanisms such as hard embedding of filler, elastic energy absorption of rubber and plastic, and self-lubricating interface construction, thus overcoming the shortcomings of existing technologies.

The application belongs to the technical field of earthquake prevention and disaster reduction, and proposes a seismic isolation and damping system based on spatial arrangement of trees. The system comprises a density gradient tree arrangement area, a periodic tree array area, a target protection area and a buffer transition zone. The density gradient arrangement area is located at the front end of the system, and the tree density gradually increases along the direction of seismic wave propagation, which is used to realize impedance smooth transition and guide wave energy into the array area; the trees in the periodic array area are arranged at equal intervals to form a quasi-periodic elastic structure, which is used to produce Bragg scattering band gap effect, reflect and dissipate seismic waves of a specific frequency band; the target protection area is used to arrange buildings or infrastructure that need to be protected; the buffer transition zone is arranged between the array end and the target area, which is used to absorb residual wave energy and reduce echo amplification effect. The application constructs a green, low-cost and sustainable natural seismic isolation system, which has good seismic wave control effect and engineering adaptability.

Underground nuclear installation (10), comprising: - a vertical shaft (12) having, at a lower end, a bottom (12a) and, at an upper end, an opening (12b), - at least one reactor building (26) housed in the shaft, - at least one protective slab (20) against external aggressions which seals the opening (12b) of the shaft by extending in particular above said at least one reactor building, - at least one nuclear reactor containment (30) enclosed within said at least one reactor building (26) and supported by at least one support slab (32) resting on the bottom of the shaft by means of a plurality of seismic isolation devices (SIDs), - and / or at least one nuclear fuel storage pool (NFSP) housed in the shaft and supported by at least one support slab (DS) resting on the bottom of the shaft by means of a plurality of seismic isolation devices (SIDs). Figure for the summary: Fig. 3.

This invention relates to the field of sliding materials for seismic isolation bearings, specifically disclosing a self-lubricating wear-resistant composite material for building seismic isolation bearings and its preparation method. The self-lubricating wear-resistant composite material for building seismic isolation bearings comprises the following raw material components: aliphatic polyketone, polytetrafluoroethylene, high-styrene resin modified methyl vinyl silicone rubber, silicone resin, solid lubricating particles, silicone oil, compatibilizer, antioxidant, stabilizer, and coupling agent; the raw material components of the solid lubricating particles include tungsten disulfide and hexagonal boron nitride. The self-lubricating wear-resistant composite material for building seismic isolation bearings prepared by this invention can maintain a low and stable coefficient of friction and excellent wear resistance over a long period, significantly reducing dependence on external lubricating grease, and solving the technical problems of rapid decay of self-lubricating performance, frequent maintenance, and high cost of existing bearing materials.

This invention belongs to the field of seismic design technology for railway bridges, and relates to a seismic analysis method for railway bridges using a variable friction coefficient friction pendulum bearing for seismic isolation and vibration reduction. This method is used to determine the design displacement D of the variable friction coefficient friction pendulum bearing; specifically, it includes the following steps: establishing an equivalent period T based on the design parameters of the variable friction coefficient friction pendulum bearing. eff The relationship between the coefficient of friction and the variable friction coefficient; based on the bridge design conditions, the relationship between the equivalent period and the acceleration response spectrum value is established, and S(T) is obtained. eff Determine the damping adjustment coefficient η; equivalent damping ratio ξ; establish support displacement and equivalent period T. eff S(T) eff By considering the relationship between η and η, and combining it with Newton's iteration process, the final support displacement D is determined. This invention saves time by using analytical expressions for calculation, avoiding tedious modeling, long computation times, and convergence issues compared to the finite element model nonlinear time history analysis method. This allows for rapid evaluation of the seismic performance of different support parameters and structural configurations during the scheme design, parameter optimization, and preliminary design stages.

This utility model provides a high-damping rubber seismic isolation bearing, relating to the field of rubber bearing technology. It includes: a first support plate; and a seismic isolation assembly, which includes a screw fixed to the first support plate. In normal use, the first support plate bears the load of the superstructure. When vibration occurs, the seismic isolation assembly plays a major role in vibration isolation. The high-damping rubber dissipates a large amount of vibration energy through its viscous hysteresis characteristics, while the low-stiffness rubber provides greater horizontal deformation capacity, allowing the bearing to have a certain displacement in the horizontal direction. By rotating the nut, the height of the bearing can be adjusted to adapt to different working conditions. The anti-overturning assembly ensures the stability of the bearing during vibration. The limiting rod slides within the hollow tube, limiting the horizontal displacement range of the bearing and preventing excessive offset. The limiting post is within the limiting seat, preventing the bearing from overturning. Thus, this seismic isolation bearing can effectively reduce the impact of vibration on the superstructure and protect structural safety.

The application relates to a horizontal displacement control structure for a seismic isolation building, which is installed outside a seismic isolation support in a seismic isolation layer of the building and comprises a pre-warning reset assembly, a limiting wall and a damping module. The pre-warning reset assembly is arranged adjacent to the seismic isolation support and is used for pre-warning the horizontal displacement of the building. A first buffer gap is formed between the pre-warning reset assembly and a top plate of the seismic isolation layer. The limiting wall is vertically arranged in the seismic isolation layer and is arranged outside the pre-warning reset assembly. The damping module is arranged on one side of the limiting wall close to the pre-warning reset assembly, and a second buffer gap is formed between the damping module and the top plate of the seismic isolation layer. In the horizontal displacement control structure for the seismic isolation building, the pre-warning reset assembly, the damping module and the limiting wall are arranged outside the seismic isolation support according to the distance, a multistage buffer is formed, the buffer gap can consume the horizontal seismic force, and the safety performance of the seismic isolation building under a large earthquake is improved.

This utility model discloses a seismic-resistant component for steel frames, relating to the field of building seismic technology. It includes columns, beams, mounting cavities, a damping mechanism, a fixing mechanism, a support mechanism, and seismic isolation bearings. The damping mechanism, located within the mounting cavity, consists of a sliding plate, a first support rod, a sliding block, and an elastic element, effectively absorbing seismic forces. The fixing mechanism securely fixes the beams to the columns via a fixing plate, a snap-fit ​​plate, a second support rod, and a fixing half-sleeve. The support mechanism includes a fixing cylinder, a sliding rod, and an elastic element, enhancing the frame's stability. The seismic isolation bearings are located at the bottom of the columns, further reducing the impact of earthquakes. This invention, through the synergistic effect of damping, fixing, and support, significantly improves the seismic resistance of steel structure buildings, ensuring the safety and stability of buildings under external forces such as earthquakes, and has significant application value.

This application relates to an integrated seismic isolation and resetting composite bearing system and a canopy. The composite bearing system includes: a steel structure ring beam, a horizontal sliding mechanism, a seismic isolation damping mechanism, and a bidirectional elastic resetting mechanism. The horizontal sliding mechanism has a steel structure support base and a horizontal directional steel track. The seismic isolation damping mechanism is connected between the steel structure ring beam and the horizontal sliding mechanism, and relative displacement can be generated between the seismic isolation damping mechanism and the steel structure ring beam in the Y direction. The bidirectional elastic resetting mechanism has a vertical elastic component and a lateral resetting component. The vertical elastic component can generate relative displacement in the Z direction. The top of the vertical elastic component is connected to the seismic isolation damping mechanism, and the bottom is slidably mounted on the horizontal directional steel track, enabling sliding displacement in the X direction. The lateral resetting component is connected between the main steel structure and the steel structure ring beam. This application achieves seismic isolation damping, multi-dimensional deformation adaptation, and precise resetting functions, thus improving seismic isolation efficiency.

This invention discloses a large-span hyperbolic steel pipe truss dome and its construction method. The large-span hyperbolic steel pipe truss dome is installed on the top floor of a podium building via multiple friction pendulum supports. These friction pendulum supports are arranged on the top surface of the podium building's top floor. The large-span hyperbolic steel pipe truss dome is installed above the podium building's top floor using friction pendulum supports for seismic isolation. This invention, through the rational arrangement of triangular support trusses, main trusses A, B, and C, planar support trusses, annular support trusses, outer ring trusses, columns, and other structures, effectively optimizes the stress path of the dome, significantly improving its overall stiffness and structural stability. It meets both aesthetic requirements and structural load-bearing requirements, effectively avoiding cracking, deformation, and other damage caused by uneven stress, extending the service life of the dome structure, and fundamentally solving the problems of poor adaptability and unreasonable stress distribution in existing irregular-shaped dome structures.

This invention discloses a T-shaped wooden column-perforated graphite hardwood-graphite layer-column base stone seismic isolation system, primarily used for seismic isolation and self-resetting at the base of T-shaped wooden columns in timber structures. The system consists of a T-shaped wooden column, three perforated graphite hardwood sections, three concave spherical column base stones with limiting features, a graphite layer, and three annular tempered glass sealing plates. The T-shaped wooden column is composed of three column legs formed by connecting four round logs via square timber ladders and bamboo plywood. The perforated graphite hardwood section consists of a convex spherical section processed from a single piece of wood, a thick cylindrical section, graphite holes, and a thin cylindrical connecting key. The graphite layer reduces the friction between the convex spherical section and the concave spherical surface of the column base stone. The concave spherical surface of the column base stone allows the T-shaped wooden column to self-reset after an earthquake, and the limiting features of the column base stone restrict excessive displacement at the base of the T-shaped wooden column during vibration. The annular tempered glass sealing plates provide a waterproof seal. This seismic isolation system offers the advantages of reducing the seismic load on the superstructure through T-shaped wooden column base isolation and achieving structural resilience and seismic resistance through post-earthquake self-resetting.

The present invention provides a substrate processing device including a seismic isolation unit. By providing a seismic isolation unit between the frame and the process chamber, it is possible to reduce vibrations transmitted to the process chamber.

This invention relates to the field of building structure technology, and in particular to an integrated suspension and seismic isolation conversion device. It includes paired precast concrete components. Rigid pads are placed above the two precast concrete components belonging to different pairs. Four corner steel components, hooked together vertically, are arranged between the two precast concrete components belonging to the same pair. The upper and lower structures of the four corner steel components are vertically locked. A high-strength suspension and a high-strength compression spring (first type) for support are installed within the lower structure of the four corner steel components. High-strength compression springs (second type) are installed laterally and vertically within the upper structure of the four corner steel components. This invention provides a novel seismic isolation system that combines reliable pull-out resistance, low cost, simple construction, and good adaptability to foundations. It has extremely important practical significance and social value for effectively improving the seismic safety level of buildings in rural and economically underdeveloped areas of my country and realizing the widespread adoption of seismic isolation technology.

This invention discloses a seismic isolation structure and method for utilizing the clear height space in a high-level seismic isolation system for buildings. The structure includes a seismic isolation layer, a seismic isolation base plate, and a reverse beam. The seismic isolation layer is installed on the building structure piers, and the reverse beams connect the building structure piers. A seismic isolation base plate is installed at the bottom of the seismic isolation layer, and the base plate has several pre-reserved holes. The reverse beams have several pre-reserved holes. The beneficial effects of this invention are: The pre-reserved holes on the reverse beams allow for the arrangement of air conditioning condensate pipes and fire-fighting main pipes within the reverse beams, avoiding the occupation of the limited space in the seismic isolation layer by these pipes and preventing collisions between these pipes and other pipes within the seismic isolation layer. This also meets the requirements for subsequent maintenance of the pipe network within the seismic isolation layer. By using pre-reserved holes on the base plate, pre-reserved holes on the beams, and the arrangement of electromechanical pipelines, the height of the seismic isolation layer is reduced without changing the total building height. Through reasonable pipe network arrangement, collisions with electromechanical pipelines are avoided, and space in the seismic isolation layer is saved.