High-rise building matrix type shock insulation and noise reduction concrete slab installation structure

Abstract

The application relates to the technical field of matrix concrete slab installation, in particular to a high-rise building matrix shock insulation and noise reduction concrete slab installation structure, which comprises a plurality of longitudinal beams and transverse beams arranged in an interlaced manner on a wall surface, the longitudinal beams and the transverse beams are interlaced to form a plurality of installation grids, a concrete slab body is installed on the installation grids, a transverse mounting part and a longitudinal mounting part are respectively arranged on the transverse beams and the longitudinal beams in each installation grid, and installation grooves matched with the mounting parts are formed on the two sides and the upper and lower ends of the concrete slab body; the installation structure with multi-dimensional buffering capacity and automatic locking function not only realizes convenient installation and stable connection of the concrete slab, but also effectively deals with the dynamic response of the high-rise building under the action of wind force or other external force, so that the problems of concrete slab abrasion and cracking caused by shaking in the prior art are fundamentally solved, and the shock insulation and noise reduction performance and structural safety of the building are improved.

Description

Technical Field

[0001] This invention relates to the field of matrix-type concrete slab installation technology, and more specifically, to a matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings. Background Technology

[0002] Matrix-type seismic isolation and noise reduction concrete slabs for high-rise buildings are an innovative building technology that integrates industrial prefabrication, modular integration and multifunctional material design. By optimizing the combination of structural layers and acoustic materials, it achieves the goals of efficient seismic isolation, noise reduction and energy saving.

[0003] Matrix concrete slabs are typically suspended and fixed to a keel support system. Because they are used in high-rise buildings, strong winds can cause slight swaying of the building itself, leading to relative displacement between the concrete slabs. This swaying can easily cause friction and collisions between the slabs, potentially resulting in wear, cracking, or even structural damage to the edges of the concrete slabs over time, affecting the overall service life and safety. Therefore, the stability of the structural connections and buffering measures must be fully considered during the design and installation process to effectively address the potential damage caused by wind-induced vibrations.

[0004] The aforementioned patents still have shortcomings in practical use.

[0005] Based on this, the present invention discloses a matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings. Summary of the Invention

[0006] To address the problem mentioned in the background art that the swaying of high-rise buildings under wind force may cause friction and collision between matrix concrete slabs, thereby leading to damage, the present invention provides a matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings. It includes several longitudinal beams and transverse beams arranged in an interwoven manner on the wall. The longitudinal beams and transverse beams interweave to form several installation grids. Concrete slab bodies are installed on the installation grids. Each installation grid has transverse installation parts and longitudinal installation parts on the transverse beams and longitudinal beams, respectively. Installation grooves adapted to the installation parts are opened on both sides and the top and bottom ends of the concrete slab body.

[0007] In order to facilitate the installation of the concrete slab body with the corresponding mounting parts through the mounting grooves and ensure sufficient stability;

[0008] As a further improvement to this technical solution, a first sliding groove is provided in the middle position of the upper and lower ends of the concrete slab body, and a first receiving groove connected to the first sliding groove is also provided in the concrete slab body. The width of the first receiving groove is wider than the first sliding groove. A locking groove is provided on the end surface of the concrete slab body, and the locking groove is connected to the first sliding groove. Secondly, a second sliding groove and a second receiving groove are provided on both sides of the concrete slab body, and the second sliding groove and the second receiving groove are connected.

[0009] Based on this, when high-rise buildings face crosswinds directly on the concrete slab, and when they encounter collisions perpendicular to the concrete slab, in order to reduce the hard contact between the concrete slab and the crosswinds and collisions.

[0010] As a further improvement to this technical solution, the transverse mounting part includes a first mounting seat that is slidably mounted on the crossbeam, a first elastic buffer rod that is mounted on the first mounting seat, and a locking component that is mounted on the telescopic end of the first elastic buffer rod. The transverse mounting part is connected to the mounting groove at the end of the concrete slab body through the locking component.

[0011] In another design, the sliding installation of the transverse mounting part allows the entire row of concrete slabs to have some room to move laterally, while being fixed by the longitudinal mounting part. The longitudinal mounting part also has a buffering capacity, so the concrete slabs can be quickly installed and buffered in more dimensions from the perspective of the entire row. However, this design requires the mounting part and the mounting groove of the concrete slab to fit together more securely to ensure the above effects are achieved.

[0012] As a further improvement to this technical solution, the engaging assembly includes a connecting plate fixedly connected to the telescopic end of the first elastic buffer rod. The connecting plate has an L-shaped structure, and a boss is fixedly connected to the vertical end of the L-shaped structure. The horizontal end of the L-shaped structure is adapted to the slot. A third sliding groove is symmetrically opened in the boss. A telescopic rod is slidably connected in the third sliding groove, and a damping ring is provided on the outer side of the telescopic rod. A pressing rod is symmetrically slidably connected in the top of the boss. The bottom of the pressing rod and the end of the telescopic rod are wedge-shaped structures that are adapted to each other. In addition, the two sides of the boss are wedge-shaped structures, and the height of the boss is adapted to the height of the first receiving groove. Moreover, when the boss is located in the first receiving groove, the pressing rod is located in the boss, and the telescopic rod abuts against the two sides of the first receiving groove.

[0013] In order to enable the entire concrete slab body to be installed directly by pushing, and secondly, to buffer the impact from multiple dimensions when the wall is subjected to multi-dimensional impact or vibration.

[0014] As a further improvement to this technical solution, the longitudinal installation part includes a second mounting seat fixedly installed on the longitudinal beam. A second elastic buffer rod is provided on the second mounting seat. The telescopic end of the second elastic buffer rod is symmetrically rotated and provided with two sets of buffer components. The longitudinal installation part is connected to the mounting groove on the side of the concrete slab body through the buffer components.

[0015] As a further improvement to this technical solution, the buffer assembly includes a support plate rotatably connected to the telescopic end of the second elastic buffer rod. A limiting plate is fixedly connected to the end of the support plate located in the central region of the second elastic buffer rod. A locking assembly is provided at the end of the support plate away from the central region of the second elastic buffer rod. A first tension spring is provided on the limiting plate, and the limiting plate is connected to the telescopic end of the second elastic buffer rod through the first tension spring. Furthermore, the buffer assembly also includes a damping rod. One end of the damping rod is connected to the fixed end of the second elastic buffer rod, and the other end of the damping rod is connected to the support plate. The damping rods on both sides of the second elastic buffer rod and the corresponding support plates form a triangular support structure.

[0016] As a further improvement to this technical solution, when the support plate 141 and the second mounting base 12 are in a parallel state, the two limiting plates symmetrically arranged on the top of the second elastic buffer rod are in contact with each other; the upper and lower ends of the support plate near the limiting plate are provided with second tension springs, and the two support plates symmetrically arranged on the top of the second elastic buffer rod are connected by the second tension springs; moreover, the locking component of the support plate away from the center of the second elastic buffer rod has the same structure as the locking component on the telescopic end of the first elastic buffer rod, but the angles are perpendicular to each other; the concrete slab body is provided with a second sliding groove and a second receiving groove on both sides, the second sliding groove and the second receiving groove are connected, and the second sliding groove and the second receiving groove are adapted to the size of the locking component on the first tension spring.

[0017] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0018] 1. In this matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings, by setting up elastic buffer rods in cooperation with locking components, the elastic buffer rods can contract inward and absorb energy when subjected to vertical impact, which helps to reduce the direct impact force of external wind or collision on the concrete slab, thereby effectively protecting the concrete slab from damage; secondly, by cooperating with the L-shaped connection structure in the locking components and the telescopic rod in the receiving groove, automatic locking is achieved during the installation process, which helps to improve installation efficiency and connection stability, thereby enhancing the safety and durability of the overall structure.

[0019] 2. In this matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings, the cooperative design of the sliding groove and the sliding installation part allows the concrete slab to have a certain amount of space for movement in the lateral direction, while maintaining its position through the longitudinal structure. This helps to adapt to the slight swaying of the building caused by wind, thereby avoiding friction and damage between the concrete slabs due to rigid connection.

[0020] 3. In this matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings, by setting a rotatable support structure in the longitudinal installation part and combining the buffer mechanism of tension springs and damping rods, it is beneficial to realize the absorption and dissipation of multi-dimensional vibration energy, thereby further improving the stability and adaptability of the entire system when facing complex environmental vibrations. Attached Figure Description

[0021] Figure 1 This is a schematic diagram of the overall structure of the present invention;

[0022] Figure 2 This is a schematic diagram of the longitudinal beam structure of the present invention;

[0023] Figure 3 This is a schematic diagram of the structure of the concrete slab body of the present invention;

[0024] Figure 4 for Figure 3 Enlarged view of the structure at point A in the middle;

[0025] Figure 5 This is a structural cross-sectional view of the concrete slab body of the present invention;

[0026] Figure 6 for Figure 5 Enlarged view of the structure at point B;

[0027] Figure 7 for Figure 5 Enlarged view of the structure at point C;

[0028] Figure 8 This is a schematic diagram of the crossbeam structure of the present invention;

[0029] Figure 9 This is a schematic diagram of the structure of the transverse mounting part of the present invention;

[0030] Figure 10 This is a cross-sectional view of the boss structure of the present invention;

[0031] Figure 11 This is a schematic diagram of the longitudinal mounting portion of the present invention;

[0032] Figure 12 for Figure 11 Enlarged view of the structure at point D;

[0033] Figure 13This is a front view of the structure of the buffer component of the present invention.

[0034] The meanings of the labels in the diagram are as follows:

[0035] 1. Longitudinal beam; 2. Crossbeam; 3. Concrete slab body; 4. Slot; 5. First slide groove; 6. First receiving groove; 7. Second slide groove; 8. Second receiving groove; 9. First mounting base; 10. First elastic buffer rod; 11. Engaging assembly; 12. Second mounting base; 13. Second elastic buffer rod; 14. Buffer assembly;

[0036] 111. Connecting plate; 112. Boss; 113. Third slide groove; 114. Telescopic rod; 115. Pressing rod;

[0037] 141. Support plate; 142. Limiting plate; 143. First tension spring; 144. Second tension spring; 145. Damping rod. Detailed Implementation

[0038] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0039] The swaying of existing high-rise buildings under wind force may cause friction and collision between matrix concrete slabs, resulting in damage.

[0040] Therefore, this invention provides a matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings. See [link / reference]. Figure 1 As shown, it includes several longitudinal beams 1 and transverse beams 2 arranged in an interwoven pattern on the wall. The longitudinal beams 1 and transverse beams 2 interweave to form several installation grids. A concrete slab body 3 is installed on the installation grid. Each installation grid has a transverse installation part and a longitudinal installation part on the transverse beam 2 and the longitudinal beam 1 respectively. The concrete slab body 3 has installation grooves on both sides and at the top and bottom ends that are adapted to the installation parts.

[0041] For details, see Figures 1-7 As shown, in order to facilitate the installation of the concrete slab body 3 with the corresponding installation parts through the installation groove and ensure sufficient stability, the present invention adopts a first sliding groove 5 in the middle position of the upper and lower ends of the concrete slab body 3, and a first receiving groove 6 connected to the first sliding groove 5 is also provided in the concrete slab body 3. The width of the first receiving groove 6 is wider than the first sliding groove 5. A locking groove 4 is provided on the end surface of the concrete slab body 3, and the locking groove 4 is connected to the first sliding groove 5.

[0042] Secondly, the concrete slab body 3 has a second sliding groove 7 and a second receiving groove 8 on both sides, and the second sliding groove 7 and the second receiving groove 8 are connected.

[0043] During installation, apply the appropriate curing adhesive to the mounting grooves around the concrete slab body 3. Then, align the first sliding groove 5 at the bottom of the concrete slab body 3 with the pre-installed transverse mounting part and engage it. Next, install the transverse mounting part at the top of the concrete slab body 3. Repeat the above operation until all the concrete slab bodies 3 in this row are engaged in their corresponding transverse mounting parts through the first sliding groove 5 at the end of the concrete slab body 3. Then, push the entire row of concrete slab bodies 3 so that the mounting grooves on the sides of the concrete slab bodies 3 engage in their corresponding longitudinal mounting parts. It should be noted that the ends of the transverse mounting parts are located on the side of the longitudinal recess away from the mounting grid.

[0044] In the aforementioned matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings, see [link / reference]. Figures 8-10 As shown, when high-rise buildings face crosswinds directly on the concrete slab body 3, and when encountering collisions perpendicular to the concrete slab body 3, in order to reduce hard contact between the concrete slab body 3 and the crosswinds and collisions, this invention adopts a buffer design in the direction perpendicular to the concrete slab body 3. Specifically, the transverse installation part includes a first mounting seat 9 slidably mounted on the crossbeam 2, a first elastic buffer rod 10 is provided on the first mounting seat 9, and a sliding seat is provided at the fixed end of the first elastic buffer rod 10. The sliding seat slides vertically on the first mounting seat 9 to facilitate the engagement of the locking component 11 and the mounting groove of the concrete slab body 3. The telescopic end of the first elastic buffer rod 10 is provided with a locking component 11, and the transverse installation part is connected to the mounting groove at the end of the concrete slab body 3 through the locking component 11.

[0045] During operation, when the concrete slab body 3 receives an impact perpendicular to the concrete slab body 3, whether it is a crosswind or other collision, the concrete slab body 3 will slightly contract inward in the direction perpendicular to the concrete slab body 3. That is, the first elastic buffer rod 10 absorbs and offsets this part of the impact, thereby reducing the impact of the outside world on the concrete slab body 3 in the vertical direction.

[0046] The installation design of the transverse mounting part of the present invention allows the concrete slab bodies 3 in the row to have a certain amount of movement in the transverse direction, but is fixed by the longitudinal mounting part, which also has a buffering capacity. Therefore, the concrete slab bodies 3 can be quickly installed and buffered in multiple dimensions from the perspective of the row. However, this design requires the mounting part and the mounting groove of the concrete slab body 3 to be more securely engaged to ensure the above-mentioned effect. Therefore, the present invention adopts a locking component 11 including a connecting plate 111 fixedly connected to the telescopic end of the first elastic buffer rod 10. The connecting plate 111 has an L-shaped structure. A boss 112 is fixedly connected to the vertical end of the L-shaped structure. The horizontal end of the connecting plate 111 is adapted to the slot 4. A third sliding groove 113 is symmetrically opened in the boss 112. A telescopic rod 114 is slidably connected in the third sliding groove 113, and a damping ring is provided on the outside of the telescopic rod 114. The damping ring, in conjunction with the curing adhesive, can effectively ensure that it cannot retract. A pressing rod 115 is symmetrically slidably connected in the top of the boss 112. The bottom of the pressing rod 115 and the end of the telescopic rod 114 are wedge-shaped structures that are adapted to each other. Through the wedge-shaped structure design, the pressing rod 115 can be used as the driving part of the telescopic rod 114.

[0047] In addition, the two sides of the boss 112 are wedge-shaped structures, and the height of the boss 112 is adapted to the height of the first receiving groove 6; and when the boss 112 is located in the first receiving groove 6, the pressing rod 115 is located in the boss 112, and the telescopic rod 114 abuts against the two sides inside the first receiving groove 6.

[0048] During installation, the first groove 5 of the concrete slab body 3 is aligned with the boss 112 and engaged. The boss 112 then enters along the first groove 5 until it enters the first receiving groove 6. When the pressing rod 115 on the top of the boss 112 abuts against the end of the first receiving groove 6, the concrete slab body 3 is pushed further, causing the pressing rod 115 to be squeezed. The pressing rod 115 then begins to slide into the boss 112. Since the ends of the pressing rod 115 and the telescopic rod 114 are wedge-shaped, the pressing rod 115 squeezes the telescopic rod 114, causing the telescopic rod 114 to slide out of the third groove 113. This allows the end of the telescopic rod 114 to abut against the inner wall of the first receiving groove 6, thereby expanding the entire support structure. Moreover, the wedge-shaped structures on both sides of the boss 112 allow the cured adhesive in the first receiving groove 6 to adhere more closely to the boss 112. Combined with the telescopic rod 114 inserted between the cured adhesives in the first receiving groove 6, a more stable structure is formed.

[0049] In the aforementioned matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings, see [link / reference]. Figures 11-13As shown, in order to enable the entire concrete slab body 3 to be directly installed by pushing, and secondly, to buffer the impact from multiple dimensions when the wall is subjected to multi-dimensional impact or vibration, the present invention adopts a longitudinal installation part including a second mounting seat 12 fixedly installed on the longitudinal beam 1. The second mounting seat 12 is provided with a second elastic buffer rod 13. The telescopic end of the second elastic buffer rod 13 is symmetrically rotated and provided with two sets of buffer components 14. The longitudinal installation part is connected to the installation groove on the side of the concrete slab body 3 through the buffer components 14.

[0050] Specifically, the buffer assembly 14 includes a support plate 141 rotatably connected to the telescopic end of the second elastic buffer rod 13. A limiting plate 142 is fixedly connected to the end of the support plate 141 located in the central region of the second elastic buffer rod 13. A locking assembly 11 is provided at the end of the support plate 141 away from the central region of the second elastic buffer rod 13. A first tension spring 143 is provided on the limiting plate 142. The limiting plate 142 is connected to the telescopic end of the second elastic buffer rod 13 through the first tension spring 143.

[0051] Secondly, the buffer assembly 14 also includes a damping rod 145, one end of which is rotatably connected to the fixed end of the second elastic buffer rod 13, and the other end of which is rotatably connected to the support plate 141; the damping rods 145 on both sides of the second elastic buffer rod 13 and the corresponding support plates 141 form a triangular support structure.

[0052] In addition, when the support plate 141 and the second mounting base 12 are in a parallel state, the two limiting plates 142 arranged symmetrically on the top of the second elastic buffer rod 13 are in contact with each other; the upper and lower ends of the support plate 141 near the limiting plate 142 are provided with second tension springs 144, and the two support plates 141 arranged symmetrically on the top of the second elastic buffer rod 13 are connected by the second tension springs 144.

[0053] Furthermore, the engaging component 11 on the support plate 141, located away from the center of the second elastic buffer rod 13, has the same structure as the engaging component 11 on the telescopic end of the first elastic buffer rod 10, but their angles are perpendicular to each other; the concrete slab body 3 has a second sliding groove 7 and a second receiving groove 8 on both sides, the second sliding groove 7 and the second receiving groove 8 are connected, the second sliding groove 7 is adapted to the structure and size of the support plate 141, and the second receiving groove 8 is adapted to the structure and size of the engaging component 11 on the first tension spring 143.

[0054] During installation, pushing the entire concrete slab body 3 causes the protrusions 112 on the support plate 141 to slide into the second receiving groove 8 inside the concrete slab body 3 via the second sliding groove 7. Then, following the working principle of the protrusions 112 engaging with the first receiving groove 6, the telescopic rods 114 in the protrusions 112 on the support plate 141 engage with the second receiving groove 8, forming a stable engagement. During connection, the two symmetrically arranged limiting plates 142 on the second elastic buffer rod 13 abut against each other, ensuring the lateral stability of the support plate 141, making the installation more stable, and ensuring the stability of the entire support plate 141 when there is no fluctuation. However, when the wall surface fluctuates... When subjected to events such as hurricanes or minor earthquakes, the fluctuations are multi-dimensional. Therefore, the concrete slab body 3 can achieve fluctuations between two adjacent concrete slab bodies 3 through the side support plate 141. During this fluctuation, the support plate 141 will rotate around the telescopic end of the second elastic buffer rod 13. During the rotation, the first tension spring 143 and the second tension spring 144 are used to counteract the fluctuations and maintain normal stability. In addition, the damping rod 145 absorbs this part of the energy, so that the entire fluctuation is reduced and gradually buffered and absorbed, reducing hard contact between concrete slab bodies 3 and hard absorption of multi-dimensional impacts, ensuring the integrity and safety of the concrete slab body 3.

[0055] In summary, the combined application of multi-directional buffer structure and adaptive locking method is beneficial for achieving flexible connection and stable fixation of concrete slabs under various working conditions. It can also effectively cope with the dynamic response of high-rise buildings under wind or other external forces, thereby significantly improving the safety performance and service life of high-rise building exterior wall systems. Furthermore, it effectively solves the problem that the swaying of existing high-rise buildings under wind may cause friction and collision between matrix concrete slabs, leading to damage.

[0056] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0057] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings, comprising a plurality of longitudinal beams (1) and transverse beams (2) arranged in an interlaced pattern on a wall, the longitudinal beams (1) and transverse beams (2) interlacing to form a plurality of installation grids, on which concrete slab bodies (3) are installed, characterized in that: Each installation grid has a transverse installation part and a longitudinal installation part on the crossbeam (2) and longitudinal beam (1), respectively. The concrete slab body (3) has installation grooves on both sides and at the top and bottom ends that are adapted to the corresponding installation parts. The transverse mounting part includes a first mounting seat (9) that is slidably mounted on the crossbeam (2), a first elastic buffer rod (10) is provided on the first mounting seat (9), and a locking assembly (11) is provided at the telescopic end of the first elastic buffer rod (10). The transverse mounting part is connected to the mounting groove at the end of the concrete slab body (3) through the locking assembly (11). The longitudinal installation part includes a second mounting seat (12) fixedly installed on the longitudinal beam (1). A second elastic buffer rod (13) is provided on the second mounting seat (12). The telescopic end of the second elastic buffer rod (13) is symmetrically rotated and provided with two sets of buffer components (14). The longitudinal installation part is connected to the mounting groove on the side of the concrete slab body (3) through the buffer components (14).

2. The matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings according to claim 1, characterized in that: The concrete slab body (3) has a first groove (5) in the middle of the upper and lower ends. The concrete slab body (3) also has a first receiving groove (6) connected to the first groove (5). The width of the first receiving groove (6) is wider than the first groove (5).

3. The matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings according to claim 2, characterized in that: The end surface of the concrete slab body (3) is provided with a slot (4), which is connected to the first sliding groove (5).

4. The matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings according to claim 3, characterized in that: The engaging assembly (11) includes a connecting plate (111) fixedly connected to the telescopic end of the first elastic buffer rod (10). The connecting plate (111) has an L-shaped structure. A boss (112) is fixedly connected to the vertical end of the L-shaped structure of the connecting plate (111). The horizontal end of the L-shaped structure of the connecting plate (111) is adapted to the slot (4). A third sliding groove (113) is symmetrically opened in the boss (112). A telescopic rod (114) is slidably connected in the third sliding groove (113), and a damping ring is provided on the outside of the telescopic rod (114). A pressing rod (115) is symmetrically slidably connected in the top of the boss (112). The bottom of the pressing rod (115) and the end of the telescopic rod (114) are wedge-shaped structures that are adapted to each other.

5. The matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings according to claim 4, characterized in that: The two sides of the boss (112) are wedge-shaped structures, and the height of the boss (112) is adapted to the height of the first receiving groove (6).

6. The matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings according to claim 5, characterized in that: When the boss (112) is located in the first receiving groove (6), the pressing rod (115) is located in the boss (112), and the telescopic rod (114) abuts against both sides of the first receiving groove (6).

7. The matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings according to claim 6, characterized in that: The buffer assembly (14) includes a support plate (141) rotatably connected to the telescopic end of the second elastic buffer rod (13). A limiting plate (142) is fixedly connected to the end of the support plate (141) located in the central region of the second elastic buffer rod (13). A locking assembly (11) is provided at the end of the support plate (141) away from the central region of the second elastic buffer rod (13). A first tension spring (143) is provided on the limiting plate (142). The limiting plate (142) is connected to the telescopic end of the second elastic buffer rod (13) through the first tension spring (143).

8. The matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings according to claim 7, characterized in that: The buffer assembly (14) further includes a damping rod (145), one end of which is connected to the fixed end of the second elastic buffer rod (13), and the other end of which is connected to the support plate (141). The damping rods (145) on both sides of the second elastic buffer rod (13) and the corresponding support plate (141) form a triangular support structure.

9. The matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings according to claim 8, characterized in that: When the support plate (141) and the second mounting base (12) are in a parallel state, the two limiting plates (142) arranged symmetrically on the top of the second elastic buffer rod (13) are in contact with each other. The support plate (141) is provided with a second tension spring (144) at both ends of the end near the limiting plate (142). The two support plates (141) with symmetrical arrangement at the top of the second elastic buffer rod (13) are connected by the second tension spring (144).

10. The matrix-type seismic isolation and noise reduction concrete slab installation structure for high-rise buildings according to claim 9, characterized in that: The engaging assembly (11) of the support plate (141) located away from the center of the second elastic buffer rod (13) has the same structure as the engaging assembly (11) on the telescopic end of the first elastic buffer rod (10), but the angles are perpendicular to each other. The concrete slab body (3) has a second sliding groove (7) and a second receiving groove (8) on both sides. The second sliding groove (7) and the second receiving groove (8) are connected. The second sliding groove (7) and the second receiving groove (8) are adapted to the size of the locking component (11) on the first tension spring (143).

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