Rigid waterproof vibration isolation bearing platform and implementation method thereof

Abstract

The invention discloses a rigid waterproof vibration isolation bearing platform and an implementation method thereof, and relates to the technical field of vibration control, the rigid waterproof vibration isolation bearing platform mainly structurally comprises a bearing platform pre-buried in bottom layer covering soil and arranged above a foundation column, the upper surface of the bearing platform is downwards provided with a first pit, and the lower end of a structural column is an expanded column head; the first side spring washer is arranged between the side wall of the expanded column head of the structural column and the side wall of the first pit in a filling manner; the second bottom elastic pad is arranged between the bottom surface of the expanded column head of the structural column and the ground of the first pit in a filling manner; and a plurality of tensile bolts are vertically downwards connected with the structural column and the bearing platform from the upper surface of the expanded column head to form a tensile structure. According to the building vibration isolation structure, the elastic isolation pads are used for comprehensively isolating the structural columns from the bearing platform, the bottom plate from the bearing platform and the bottom layer covering soil, the building vibration isolation structure with the excellent vibration isolation performance is achieved, meanwhile, the good supporting and tensile performance is achieved, and the vibration isolation performance and the stability performance of a building are comprehensively and comprehensively improved.

Description

Technical Field

[0001] The present invention belongs to the technical field of vibration control and is applicable to the field of building structure base isolation; specifically, it is a rigid waterproof isolation bearing platform and its implementation method. Background Art

[0002] To solve the vibration impact of rail transit on the superstructure, laying a flexible pad at the bottom layer of the building is currently a relatively low-cost method. However, due to the need to ensure the safety and reliability of the building, the wall columns and foundation bearing platform at the bottom layer of the structure still adopt fixed connections, and only a flexible pad can be laid on the bottom floor slab, so that the vibration effect can still be transmitted to the superstructure through the transmission route of pile foundation - bearing platform - structural wall columns, and the isolation effect is greatly reduced or even ineffective.

[0003] Chinese Patent Application CN117071624A discloses an energy-dissipating vibration-reducing enlarged-body precast pile and its connection method with the superstructure. The energy-dissipating vibration-reducing enlarged-body precast pile consists of an upper energy-dissipating vibration-reducing area and a lower bearing area, and a through precast pile is provided at the central axis of the two areas; the upper energy-dissipating vibration-reducing area consists of a precast pile and a modified furan resin rubber concrete and a corrugated steel sleeve concentrically wrapped around it; the lower bearing area consists of a precast pile and a cementitious material concentrically wrapped around it. The energy-dissipating vibration-reducing enlarged-body precast pile is upwardly embedded in the superstructure, and the top of the pile and the superstructure are transitionally connected through a lower rubber pad, a sliding layer, an upper rubber pad, a steel sleeve top plate and steel anchor bolts, so as to achieve vibration reduction and isolation between the pile foundation and the superstructure. The structure is simple and the action mechanism is clear, which can greatly improve the anti-vibration performance of the pile foundation and the superstructure. In this prior art, due to the existence of a rigid connection structure between the structures, the isolation effect will still produce a transmission effect along the rigid connection structure, resulting in a weakened isolation effect. Moreover, in its technical solution, there is no protection and limitation structure for horizontal displacement.

[0004] It can be seen that how to adopt more effective, safe and low-cost measures to solve the above problems on the premise of ensuring the isolation effect has become a key and difficult point in the field of building structure vibration control. Summary of the Invention

[0005] To solve the deficiencies and defects of the above-mentioned prior art, the inventor team has developed and designed a new type of building isolation foundation structure, which can effectively isolate and absorb micro-vibration effects, so that the superstructure meets the vibration control requirements; it completely flexibly isolates the structural wall columns and their superstructures embedded on the bearing platform from the vibration source through vibration isolation elastic pads, realizes the function of effectively isolating vibration propagation, and prevents the horizontal displacement and detachment of the structural wall columns and the bearing platform through tensile bolts (or / and) pressing parts; while realizing vibration isolation, it has a tensile and anti-detachment design, further improving the isolation effect and anti-tensile performance of the structure and construction method. Specifically, the present invention is realized as follows: A rigid waterproof and vibration isolation bearing platform and its implementation method, comprising: A bearing platform, embedded in the underlying soil cover and placed above the foundation column. The upper surface of the bearing platform is processed with a first concave pit downward. The bearing platform is used to support the structural column and connect with the foundation column; A structural column, with an enlarged column head at the lower end, and the enlarged column head is placed in the first concave pit; An isolation spring pad, including a first side spring pad and a second bottom spring pad. The first side spring pad is filled and installed between the side wall of the enlarged column head of the structural column and the side wall of the first concave pit; the second bottom spring pad is filled and installed between the bottom surface of the enlarged column head of the structural column and the ground surface of the first concave pit; it is used to fully isolate the structural column from the bearing platform; Tensile bolts, several in number, vertically penetrate downward from the upper surface of the enlarged column head through the enlarged column head, the second bottom spring pad and the bearing platform in sequence, and are used to connect the structural column and the bearing platform and form a tensile structure.

[0006] Furthermore, a pre-embedded steel plate is arranged on the bottom surface of the first concave pit of the bearing platform. The second bottom spring pad is placed above the pre-embedded steel plate. A first through hole is processed in the center of the pre-embedded steel plate, and a corresponding and adapted second through hole is processed at the part where the tensile bolt passes through; a sleeve is arranged below the second through hole; the inner wall of the sleeve is provided with an internal thread adapted to the thread of the tensile bolt.

[0007] Furthermore, the sleeve is divided into upper and lower sections. The upper section is a first threaded hole, which is used to be adapted to the tensile bolt; the lower section is a second threaded hole, which is used to be adapted to the anchor reinforcement. The upper end of the anchor reinforcement is placed in the second threaded hole, and the rest is pre-embedded in the bearing platform.

[0008] Furthermore, on the upper surface of the enlarged column head of the structural column, first countersunk holes are opened, which match the number and position of the tensile bolts and penetrate downward, with the countersunk end on the top surface; and on the side wall of the through hole of the first countersunk hole, an elastic cylinder is arranged. At the bottom of the countersunk part of the first countersunk hole, a bolt spring pad is arranged, and a steel gasket is arranged between the tensile bolt and the bolt spring pad.

[0009] Furthermore, it also includes a bottom plate. A slot is opened in the middle of the bottom plate, which is adapted to the shape and size of the enlarged column head. The bottom plate covers the bearing platform and the underlying soil cover. The enlarged column head is placed in the slot, and the first side spring pad extends between the inner wall of the slot of the bottom plate and the outer wall of the enlarged column head.

[0010] Furthermore, a first bottom spring pad is arranged between the bottom surface of the bottom plate and the top surface of the bearing platform and the upper surface of the underlying soil cover.

[0011] Furthermore, a pressing member is fixedly installed on the upper plane of the bearing platform; the pressing member extends above the surface of the enlarged column head until the root of the structural column, and a third bottom elastic pad is arranged between the lower surface of the pressing member and the upper surface of the enlarged column head, and a second side elastic pad is arranged between the inner side surface of the pressing member and the side wall of the root of the structural column; so that the pressing member is comprehensively vibration-isolated from the structural column and the bearing platform.

[0012] Furthermore, the outside of the bearing platform has two upper and lower steps, the upper plane of the underlying soil cover is at the same height as the lower step, and the bottom plate is arranged on the lower step of the bearing platform and above the underlying soil cover; a first bottom elastic pad is arranged between the bottom plate and the table top of the lower step of the bearing platform, and a third side elastic pad is arranged between the bottom plate and the side table top of the upper step of the bearing platform.

[0013] Furthermore, the structural column is replaced by a structural wall, the bearing platform is a strip-shaped bearing platform, and there is a second concave pit on the upper plane of the strip-shaped bearing platform; the enlarged column head is replaced by an enlarged wall footing of the structural wall; the rest of the structural components are adjusted in shape and size to be adapted to the shape and size of the structural wall or the enlarged wall footing and the strip-shaped bearing platform; a fourth side elastic pad is arranged between the side wall surface on the side of the wall where the structural wall is located and the side soil cover, and the fourth side elastic pad is filled between the whole structural wall and the side soil cover; a fourth bottom elastic pad is arranged on the surface where the enlarged wall footing at the bottom of the structural wall is placed below the side soil cover.

[0014] Working principle of the present invention: The structural columns or structural wall columns on the pile cap and their upper parts are separated from the vibration source through the surrounding arrangement structure of vibration isolation elastic pads to achieve vibration isolation; these vibration isolation elastic pads can be made of various elastic materials that meet the requirements of vibration isolation, such as rubber pads, polyurethane pads, rubber bearings, springs, etc., and have built-in damping. A pit is processed on the pile cap, the structural column or structural wall column is placed in the pit, and vibration isolation is achieved by setting vibration isolation elastic pads between the structural wall column and the pit. At the same time, the structural design of the pit is combined with the use of tensile bolts to vertically connect the structural wall column and the pile cap to limit its horizontal displacement and prevent the separation of the wall column and the pile cap. In this structural design: The structural column and the pile cap are completely isolated. By using elastic isolation pads, side elastic pads, and bottom elastic pads, the structural column with an enlarged column head at the lower end is completely isolated from the pit of the pile cap where it is located, effectively restricting the vibration transmission between the two. The tensile bolts pass through the enlarged column head, the second bottom elastic pad, and the pile cap to connect the pile cap and the structural column and form a tensile structure; In order to further improve the vibration isolation effect, embedded steel plates are also used. Sleeves are designed to be arranged downward on the embedded steel plates, elastic cylinders are installed in the hole walls, and bolt elastic pads are set at the top of the tensile bolts, thus achieving a completely isolated structure; Among them, the sleeve uses an upper and lower double-section structure, realizing the non-rigid direct connection structure of the anchor reinforcement and the tensile bolt, further improving the vibration isolation effect; In the structure of the present invention, not only isolation elastic pads are provided between the structural column and the pile cap, but also elastic pads are used for isolation treatment between the bottom plate and the pile cap, between the bottom plate and the underlying soil, between the pressing member and the structural column and the pile cap, and between the bottom surface of the enlarged column head and the embedded steel plate, further reducing the vibration transmission between components. In a specific structure, for the outer side of the pile cap being a two-step structure up and down, the elastic pad arrangement between the steps, the bottom plate and the underlying soil is also designed, so that a well-defined vibration isolation system is formed between the bottom plate, the pile cap and the soil cover. The present invention uses elastic isolation pads to completely isolate the structural column from the pile cap, the bottom plate from the pile cap and the underlying soil, and with the tensile structure formed by tensile bolts, while manufacturing a building vibration isolation structure with excellent vibration isolation performance, it also has excellent support and tensile performance, comprehensively and fully improving the vibration isolation performance and stability of the building.

[0015] Beneficial technical effects of the present invention compared with the prior art: (1) Simple construction: The setting of the vibration isolation elastic pads is convenient, the construction process is simple, and it does not affect the construction period; (2) Good vibration isolation effect: Through the all-round elastic isolation method, the structural column is isolated from the pile cap, the bottom plate is isolated from the pile cap and the underlying soil to achieve flexible contact, effectively preventing the transmission of vibration, improving the anti-vibration performance of the building. Through the special double-section sleeve design, flexible connection is realized, blocking the transmission of vibration effects, and effectively reducing the generation and propagation of secondary noise.

[0016] (3) Good stability and ease of use: The structure of the present invention has a structural design that prevents the structural column from being separated from the pedestal. While isolating vibrations, it has stable and reliable force support and limiting force, which can effectively prevent horizontal displacement or disengagement. The material of the vibration isolation pad has its own damping, which can effectively reduce the amplitude of the vibration effect. It is low in cost and can be applied to a variety of scenarios, a variety of building structures, a variety of building components and building types. This structure can be used in all scenarios and has broad application prospects. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a structural stereogram of a rigid waterproof vibration isolation support platform and its implementation method in Example 1 of the present invention; Figure 2 This is one of the structural front views of a rigid waterproof vibration isolation support and its implementation method in Example 1 of the present invention; Figure 3 This is one of the cross-sectional views of a rigid waterproof vibration isolation support and its implementation method in Example 1 of the present invention; Figure 4 It is an enlarged schematic diagram of a top installation structure of a tensile bolt for fully flexible isolation between a wall column and a cap in Example 1 of the present invention; Figure 5 It is an enlarged schematic diagram of a lower end mounting structure of a tension bolt used for comprehensive flexible isolation between a wall column and a cap in Example 1 of the present invention; Figure 6 This is a structural front view of a pre-buried steel plate for full flexible isolation between a wall column and a cap in Example 1 of the present invention; Figure 7 This is a structural stereogram of a pre-buried steel plate for fully flexible isolation of a wall column and a cap in Example 1 of the present invention; Figure 8 It is a structural front view of a rigid waterproof vibration isolation support and its implementation method in Example 2 of the present invention; Figure 9 It is a cross-sectional view of a rigid waterproof vibration isolation support and an implementation method thereof in Example 2 of the present invention; Figure 10 It is a structural stereogram of a rigid waterproof vibration isolation support and its implementation method in Example 3 of the present invention; Figure 11 It is a structural front view of a rigid waterproof vibration isolation support and an implementation method thereof in Example 3 of the present invention; Figure 12 It is a cross-sectional view of a rigid waterproof vibration isolation support and an implementation method thereof in Example 3 of the present invention; Figure 13 It is a structural front view of a rigid waterproof vibration isolation support and its implementation method in Example 4 of the present invention; Figure 14Stereoscopic structure diagram of a rigid waterproof and vibration isolation bearing platform and its implementation method in Embodiment 4 of the present invention; Figure 15 Front view of the structure of a rigid waterproof and vibration isolation bearing platform and its implementation method in Embodiment 5 of the present invention; Figure 16 Stereoscopic structure diagram of a rigid waterproof and vibration isolation bearing platform and its implementation method in Embodiment 5 of the present invention; Figure 17 Front view of the structure of a rigid waterproof and vibration isolation bearing platform and its implementation method in Embodiment 6 of the present invention; Figure 18 Stereoscopic structure diagram of a rigid waterproof and vibration isolation bearing platform and its implementation method in Embodiment 6 of the present invention; Wherein: 1 - structural column, 2 - bottom plate, 3 - bearing platform, 4 - foundation pile, 5 - first bottom elastic pad, 6 - first side elastic pad, 7 - second bottom elastic pad, 8 - embedded steel plate, 9 - tensile bolt, 10 - steel gasket, 11 - bolt elastic pad, 12 - elastic cylinder, 13 - sleeve, 14 - anchoring steel bar, 15 - second side elastic pad, 16 - third side elastic pad, 17 - third bottom elastic pad, 18 - pressing part, 19 - bottom soil cover, 20 - outer cover, 21 - structural wall, 22 - strip bearing platform, 23 - fourth bottom elastic pad, 24 - fourth side elastic pad, 25 - side soil cover. Detailed implementation method

[0018] To make the objectives, technical solutions and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the specific implementation methods and with reference to the accompanying drawings. It should be understood that these descriptions are merely exemplary and are not intended to limit the scope of the present invention. In addition, in the following description, the descriptions of well-known structures and technologies are omitted to avoid unnecessarily confusing the concepts of the present invention.

[0019] Embodiment 1: As Figures 1-7 shown, a rigid waterproof and vibration isolation bearing platform mainly relates to the vibration isolation method of the bottom plate 2, the structural column 1 and the above structures. The vibration isolation between the structural column 1 and the bearing platform 3 is mainly achieved through elastic pads, and the tensile effect between the structural column 1 and the bearing platform 3 is achieved by using the tensile bolt 9.

[0020] The lower end of the structural column 1 is an enlarged column head, and a through first countersunk hole is machined downward on the enlarged column head, and the countersunk end is on the top surface.

[0021] The lower end of the bearing platform 3 is supported by the foundation pile 4. There is a first concave pit on the upper plane of the bearing platform 3. The bottom surface of the first concave pit is provided with a pre-embedded steel plate 8. A second bottom elastic pad 7 is placed on the pre-embedded steel plate 8. The enlarged column head of the structural column 1 is embedded in the first concave pit of the bearing platform 3 and placed on the second bottom elastic pad 7. The first side elastic pad 6 is arranged between the side wall of the enlarged column head of the structural column 1 and the side wall of the first concave pit. Thus, the structural column 1 and the bearing platform 3 are completely isolated.

[0022] A first through hole is processed at the center of the pre-embedded steel plate 8. The first through hole is used for vibrating the concrete. At the same time, the pre-embedded steel plate 8 is processed with corresponding second through holes at the positions of the first counterbore holes of the enlarged column head of the corresponding structural column 1. A sleeve 13 is arranged below the second through hole. The upper end of the sleeve 13 is processed with a first threaded hole corresponding to the tensile bolt. The lower end is processed with a second bolt hole corresponding to the anchor reinforcement 14. The upper end of the anchor reinforcement 14 is processed with an external thread, and the anchor reinforcement 14 is threadedly connected to the lower end of the sleeve 13.

[0023] Both the sleeve 13 and the anchor reinforcement 14 are pre-embedded in the bearing platform 3.

[0024] An elastic cylinder 12 is arranged on the side wall of the through hole of the first counterbore hole of the structural column 1; a bolt elastic pad 11 is arranged at the bottom of the counterbore part of the first counterbore hole.

[0025] The tensile bolt 9 is installed from above the first counterbore hole of the structural column 1 downward, passes through the structural column 1, the second bottom elastic pad 7 and the pre-embedded steel plate 8, and is screwed on the upper end of the sleeve 13. A steel gasket 10 is arranged between the tensile bolt 9 and the bolt elastic pad 11. Since the vibration isolation between the tensile bolt 9 and the enlarged column head of the structural column 1 is achieved through the bolt elastic pad 11 and the elastic cylinder 12, the vibration effect of the bearing platform 3 will not be transmitted to the structural column 1 through the sleeve tensile bolt 9.

[0026] An outer cover 20 is also placed on each first counterbore hole of the structural column 1.

[0027] The height of the underlying soil 19 outside the bearing platform 3 is flush with the upper plane of the bearing platform 3. The bottom plate 2 is directly arranged on the bearing platform 3 and the underlying soil 19. One end of it is supported on the upper plane of the bearing platform 3 and is cast as a whole with the bearing platform 3. The side surface of the bottom plate 2 and the side surface of the enlarged column head of the structural column 1 still achieve vibration isolation through the first side elastic pad 6. In this embodiment, the materials of the first bottom elastic pad 5, the first side elastic pad 6, the second bottom elastic pad 7, the bolt elastic pad 11, and the elastic cylinder 12 are all elastic materials that can isolate vibration. At the same time, the setting method of the bottom plate 2 is based on no vibration isolation requirement.

[0028] In this embodiment, under seismic action, the concave pit of the bearing platform 3 and the bottom plate 2 will limit the horizontal displacement of the structural column 1, and the tensile bolts 9 can effectively limit the relative separation between the structural column 1 and the bearing platform 3.

[0029] Embodiment 2: As Figures 8-9 shown, a rigid waterproof vibration isolation bearing platform and its implementation method can also be realized in the following way: When the bottom plate 2 has a vibration isolation requirement: The first bottom elastic pad 5 is arranged on the upper planes of the bearing platform 3 and the underlying soil cover 19. The bottom plate 2 is arranged above the first bottom elastic pad 5. One end of the bottom plate 2 is supported on the upper plane of the bearing platform 3, and the bottom plate 2 and the enlarged column head of the structural column 1 are cast into a whole.

[0030] Thus, the complete vibration isolation between the structural column 1 and the bottom plate 2 and the bearing platform 3 is achieved.

[0031] In this embodiment, the materials of the first bottom elastic pad 5, the first side elastic pad 6, and the second bottom elastic pad 7 mentioned are all elastic materials that can isolate vibration.

[0032] In this embodiment, under seismic action, the concave pit of the bearing platform 3 will limit the horizontal displacement of the structural column 1, and the pressing member 18 can effectively limit the relative separation between the structural column 1 and the bearing platform 3.

[0033] Embodiment 3: As Figures 10-12 shown, a rigid waterproof vibration isolation bearing platform and its implementation method can also be realized in the following way: Cancel the embedded steel plate 8, the tensile bolts 9, the steel washers 10, the bolt elastic washers 11, the elastic cylinder 12, the sleeve 13, and the anchor bars 14.

[0034] Cancel the first counterbore of the structural column 1.

[0035] The lower end of the structural column 1 is an enlarged column head; The lower end of the bearing platform 3 is supported by the foundation piles 4. There is a first concave pit on the upper plane of the bearing platform 3. The second bottom elastic pad 7 is placed on the bottom surface of the first concave pit. The enlarged column head of the structural column 1 is embedded in the first concave pit of the bearing platform 3 and placed above the second bottom elastic pad 7. The first side elastic pad 6 is arranged between the side wall of the enlarged column head of the structural column 1 and the side wall of the first concave pit.

[0036] The height of the underlying soil cover 19 outside the bearing platform 3 is flush with the upper plane of the bearing platform 3. The bottom plate 2 is directly arranged above the bearing platform 3 and the underlying soil cover 19. One end of it is supported on the upper plane of the bearing platform 3 and is cast into a whole with the bearing platform 3. The side surface of the bottom plate 2 and the side surface of the enlarged column head of the structural column 1 still achieve vibration isolation through the first side elastic pad 6.

[0037] On the upper plane of the enlarged column head of the structural column 1, a third bottom elastic pad 17 is also provided. The upper plane of the third bottom elastic pad 17 is at the same height as the upper plane of the bearing platform 3. Thus, the structural column 1 and the bearing platform 3 are completely isolated.

[0038] On the upper plane of the bearing platform 3, a pressing member 18 is fixedly installed. The inner side of the pressing member 18 floats on the upper plane of the third bottom elastic pad 17. At the same time, a second side elastic pad 15 is also provided between the pressing member 18 and the structural column 1 in the vertical direction.

[0039] Thus, the structural column 1 is completely vibration isolated from the bearing platform 3 and the pressing member 18.

[0040] In this embodiment, the materials of the first side elastic pad 6, the second bottom elastic pad 7, the second side elastic pad 15, and the third bottom elastic pad 17 mentioned are all elastic materials that can isolate vibration.

[0041] In this embodiment, under the action of an earthquake, the concave pit of the bearing platform 3 will limit the horizontal displacement of the structural column 1, and the pressing member 18 can effectively limit the relative separation between the structural column 1 and the bearing platform 3.

[0042] Embodiment 4: As Figures 13-14 shown, a rigid waterproof and vibration isolation bearing platform and its implementation method mainly achieve vibration isolation between the structural wall 21, the bottom plate 2, and the bearing platform 3 through elastic pads, and use tensile bolts 9 to achieve the tensile effect between the structural wall 21 and the bearing platform 3.

[0043] Taking Figure 13 the left side shown as the outside of the building structure and the right side as the inside of the building structure, the lower end of the structural wall 21 is an enlarged wall footing. Two rows of through second countersunk holes are processed on both sides of the enlarged wall footing from top to bottom, and the countersunk ends are on the top surface.

[0044] The lower end of the strip-shaped bearing platform 22 is supported by the foundation pile 4. There is a strip-shaped concave pit b on the upper plane of the strip-shaped bearing platform 22. An embedded steel plate 8 is provided on the bottom surface of the strip-shaped concave pit b. A second bottom elastic pad 7 is placed on the embedded steel plate 8. The enlarged wall footing of the structural wall 21 is embedded in the strip-shaped concave pit b of the strip-shaped bearing platform 22 and placed on the second bottom elastic pad 7. The first side elastic pad 6 is arranged between the side wall of the enlarged wall footing of the structural wall 21 and the side wall of the strip-shaped concave pit b. Thus, the structural wall 21 and the strip-shaped bearing platform 22 are completely isolated.

[0045] A through hole c is machined at the center of the embedded steel plate 8. The through hole c is used for vibrating the concrete. At the same time, through holes d corresponding to the second counterbore holes of the enlarged wall footing of the corresponding structural wall 21 are machined on the embedded steel plate 8. A sleeve 13 is arranged below the through hole d. A first threaded hole corresponding to the tensile bolt is machined at the upper end of the sleeve 13, and a second bolt hole corresponding to the anchor bar 14 is machined at the lower end. The upper end of the anchor bar 14 is machined with an external thread, and the anchor bar 14 is threadedly connected to the lower end of the sleeve 13.

[0046] Both the sleeve 13 and the anchor bar 14 are embedded in the strip-shaped bearing platform 22.

[0047] An elastic cylinder 12 is arranged on the side wall of the through hole of the second counterbore hole of the structural wall 21; a bolt spring washer 11 is arranged at the bottom of the counterbore part of the second counterbore hole.

[0048] The tensile bolt 9 is installed downward from above the second counterbore hole of the structural wall 21, passes through the structural wall 21, the second bottom spring washer 7 and the embedded steel plate 8, and is screwed onto the upper end of the sleeve 13. A steel washer 10 is arranged between the tensile bolt 9 and the bolt spring washer 11. Since the vibration between the tensile bolt 9 and the enlarged wall footing of the structural wall 21 is realized through the bolt spring washer 11 and the elastic cylinder 12, the vibration effect of the strip-shaped bearing platform 22 will not be transmitted to the structural wall 21 through the sleeve tensile bolt 9.

[0049] An outer cover 20 is also placed on each second counterbore hole of the structural wall 21.

[0050] On the inner side of the building structure, the height of the underlying soil 19 outside the strip-shaped bearing platform 22 is flush with the upper plane of the strip-shaped bearing platform 22. The floor slab 2 is arranged on the bearing platform 3 and the underlying soil 19. The side surface of the floor slab 2 is still vibration-isolated from the side surface of the enlarged column head of the structural column 1 through the first side spring washer 6.

[0051] As Figures 17-18 shown, if the floor slab 2 has vibration isolation requirements, the first bottom spring washer 5 is arranged on the upper planes of the strip-shaped bearing platform 22 and the underlying soil 19. The floor slab 2 is arranged above the first bottom spring washer 5. One end of it is supported on the upper plane of the strip-shaped bearing platform 22 and is cast integrally with the strip-shaped bearing platform 22. The side surface of the floor slab 2 is still vibration-isolated from the side surface of the enlarged column head of the structural column 1 through the first side spring washer 6.

[0052] On the outer side of the building structure, a fourth bottom spring washer 23 is arranged on the upper plane of the enlarged wall footing of the structural wall 21. A fourth side spring washer 24 is arranged on the outside of the structural wall 21. The side soil 25 and the structural wall 21 are vibration-isolated through the fourth bottom spring washer 23 and the fourth side spring washer 24.

[0053] In this embodiment, the materials of the first side spring pad 6, the second bottom spring pad 7, the bolt spring pad 11, the elastic cylinder 12, the fourth bottom spring pad 23 and the fourth side spring pad 24 mentioned are all elastic materials that can isolate vibration. At the same time, the setting method of the bottom plate 2 is based on the requirement of no vibration isolation.

[0054] Under the action of earthquake, the pits of the strip-shaped bearing platform 22 and the bottom plate 2 will limit the horizontal displacement of the structural wall 21, and the tensile bolts 9 can effectively limit the relative separation of the structural wall 21 and the strip-shaped bearing platform 22.

[0055] If the structural wall 21 is an internal wall of a building structure, the vibration isolation method thereof can refer to the method on the inner side of the building structure in this embodiment, that is, the vibration isolation methods are adopted on both sides of the structural wall 21.

[0056] Embodiment 5: As Figures 15-16 shown, a rigid waterproof and vibration isolation bearing platform and its implementation method cancel the embedded steel plate 8, the tensile bolts 9, the steel gaskets 10, the bolt spring pads 11, the elastic cylinders 12, the sleeves 13 and the anchor bars 14.

[0057] Cancel the second counterbore of the structural wall 21.

[0058] Taking Figure 16 the left side shown as the outside of the building structure and the right side as the inside of the building structure, the lower end of the structural wall 21 is an enlarged wall footing; The lower end of the strip-shaped bearing platform 22 is supported by the foundation piles 4. There are pits b on the upper plane of the strip-shaped bearing platform 22. The second bottom spring pad 7 is placed on the bottom surface of the pits b. The enlarged wall footing of the structural wall 21 is embedded in the pits b of the strip-shaped bearing platform 22 and placed on the second bottom spring pad 7. The first side spring pad 6 is arranged between the side wall of the enlarged wall footing of the structural wall 21 and the side wall of the pits b. A third bottom spring pad 17 is also arranged on the upper plane of the inner side of the enlarged wall footing of the structural wall 21, and a fourth bottom spring pad 23 is also arranged on the upper plane of the outer side. The upper planes of the third bottom spring pad 17 and the fourth bottom spring pad 23 are at the same height as the upper plane of the bearing platform 3. Thus, the structural wall 21 and the strip-shaped bearing platform 22 are completely isolated.

[0059] Pressure members 18 are fixedly installed on the upper planes of the inner and outer sides of the strip-shaped bearing platform 22, and the inner sides of the pressure members 18 are respectively floating on the upper planes of the third bottom spring pad 17 and the fourth bottom spring pad 23.

[0060] A second side spring pad 15 is also arranged vertically between the pressure member 18 on the inner side of the building structure and the structural wall 21.

[0061] A fourth side spring pad 24 is also arranged vertically between the pressure member 18 on the outer side of the building structure and the structural column 1. The fourth side spring pad 24 is installed on the outer side of the structural wall 21, and the fourth side spring pad 24 also isolates the side soil cover 25 from the structural wall 21 in terms of vibration.

[0062] At this point, the structural wall 21 is completely vibration-isolated from the strip-shaped bearing platform 22 and the side soil cover 25.

[0063] The height of the underlying soil cover 19 inside the structure of the strip-shaped bearing platform 22 is flush with the upper plane of the strip-shaped bearing platform 22. The bottom plate 2 is directly arranged on the strip-shaped bearing platform 22 and the underlying soil cover 19. One end of it is supported on the upper plane of the bearing platform 3 and is cast integrally with the strip-shaped bearing platform 22. The side of the bottom plate 2 is still vibration-isolated from the side of the enlarged wall footing of the structural wall 211 through the first side elastic pad 6.

[0064] In this embodiment, the materials of the first side elastic pad 6, the second bottom elastic pad 7, the second side elastic pad 15, the third bottom elastic pad 17 and the fourth bottom elastic pad 23 mentioned are all elastic materials that can isolate vibration.

[0065] In this embodiment, under the action of an earthquake, the pit of the strip-shaped bearing platform 22 will limit the horizontal displacement of the structural wall 21, and the pressing member 18 can effectively limit the relative separation between the structural wall 21 and the strip-shaped bearing platform 22.

[0066] Embodiment 6: As Figures 17-18 shown, a rigid waterproof vibration-isolated bearing platform and its implementation method can also be realized in the following way: When the bottom plate 2 has a vibration isolation requirement: The first bottom elastic pad 5 is arranged on the upper planes of the bearing platform 3 and the underlying soil cover 19. The bottom plate 2 is arranged on the first bottom elastic pad 5. One end of the bottom plate 2 is supported on the upper plane of the strip-shaped bearing platform 22, and the bottom plate 2 is cast integrally with the enlarged column head of the structural wall 21.

[0067] At this point, the structural wall 21 and the bottom plate 2 are completely vibration-isolated from the strip-shaped bearing platform 22 and the pressing member 18.

[0068] In this embodiment, the materials of the first bottom elastic pad 5, the first side elastic pad 6, and the second bottom elastic pad 7 mentioned are all elastic materials that can isolate vibration.

[0069] In this embodiment, under the action of an earthquake, the pit of the bearing platform 3 will limit the horizontal displacement of the structural column 1, and the pressing member 18 can effectively limit the relative separation between the structural column 1 and the bearing platform 3.

[0070] It should be understood that the above specific embodiments of the present invention are only used for exemplary illustration or explanation of the principle of the present invention, and do not constitute a limitation to the present invention. Therefore, any modifications, equivalent replacements, improvements, etc. made without departing from the spirit and scope of the present invention shall be included within the protection scope of the present invention. In addition, the appended claims of the present invention are intended to cover all changes and modifications that fall within the scope and boundaries of the appended claims, or equivalent forms of such scope and boundaries.

Claims

1. A rigid waterproof vibration isolation platform, characterized in that include: A capping platform (3) is pre-buried in the bottom covering soil (19) and is placed above the foundation column. A first recess is processed downward on the upper surface of the capping platform (3). The capping platform (3) is used to support the structural column (1) and connect the foundation column. A structural column (1), the lower end of which is an enlarged column head, the enlarged column head being placed in the first recess; The isolation spring pad comprises a first side spring pad (6) and a second bottom spring pad (7), wherein the first side spring pad (6) is installed between the side wall of the enlarged column head of the structural column (1) and the side wall of the first pit; and the second bottom spring pad (7) is installed between the bottom surface of the enlarged column head of the structural column (1) and the ground of the first pit; and is used to fully isolate the structural column (1) from the base (3); A plurality of tensile bolts (9) are vertically inserted from the upper surface of the enlarged column head downward into the enlarged column head, the second bottom spring pad (7) and the pedestal (3) in sequence, and are used to connect the structural column (1) and the pedestal (3) to form a tensile structure.

2. The rigid waterproof vibration isolation platform according to claim 1, characterized in that: An embedded steel plate (8) is arranged on the bottom surface of the first concave pit of the support platform (3); the second bottom spring pad (7) is placed above the embedded steel plate (8); a first through hole is processed at the center of the embedded steel plate (8); a corresponding and matching second through hole is processed at the position through which the tensile bolt (9) passes; a sleeve (13) is arranged below the second through hole; and an internal thread matching the thread of the tensile bolt (9) is arranged on the inner wall of the sleeve (13).

3. The rigid waterproof vibration isolation support according to claim 2 is characterized in that: The sleeve (13) is divided into two sections, the upper section is a first threaded hole, and the first threaded hole is used to match the tension bolt (9); the lower section is a second threaded hole, and the second threaded hole is used to match the anchor steel bar (14). The upper end of the anchor steel bar (14) is placed in the second threaded hole, and the remaining part is pre-buried in the base (3).

4. The rigid waterproof vibration isolation support according to claim 3 is characterized in that: A first countersunk hole is provided on the upper surface of the enlarged column head of the structural column (1), which matches the number and position of the tensile bolts (9) and penetrates downward, with the countersunk end at the top surface; an elastic tube (12) is provided on the side wall of the through hole of the first countersunk hole, a bolt spring washer (11) is provided at the bottom of the countersunk part of the first countersunk hole, and a steel washer (10) is provided between the tensile bolts (9) and the bolt spring washer (11).

5. The rigid waterproof vibration isolation support according to claim 1, characterized in that: The invention also comprises a bottom plate (2), wherein a groove matching the shape and size of the enlarged column head is provided in the middle of the bottom plate (2), the bottom plate (2) is placed on the base (3) and the bottom covering soil (19), the enlarged column head is placed in the groove, the first side spring pad (6) extends between the inner groove wall of the groove of the bottom plate (2) and the outer wall of the enlarged column head; and a first bottom spring pad (5) is provided between the bottom surface of the bottom plate (2), the top surface of the base (3) and the upper surface of the bottom covering soil (19).

6. The rigid waterproof vibration isolation support according to claim 1, characterized in that: A pressing piece (18) is fixedly mounted on the upper plane of the pedestal (3); the pressing piece (18) extends above the surface of the enlarged column head to the root of the structural column (1); a third bottom spring pad (17) is arranged between the lower surface of the pressing piece (18) and the upper surface of the enlarged column head; a second side spring pad (15) is arranged between the inner side surface of the pressing piece (18) and the side wall of the root of the structural column (1); so that the pressing piece (18) is fully vibration-isolated from the structural column (1) and the pedestal (3).

7. The rigid waterproof vibration isolation support according to any one of claims 1 to 6, characterized in that: The structural column (1) is replaced by a structural wall (21); the cap (3) is a strip cap (22); the upper plane of the strip cap (22) has a second recess; the enlarged column head is replaced by an enlarged wall foot of the structural wall (21); and the remaining spring pads are adjusted in shape and size to be compatible with the shape and size of the structural wall (21) or the enlarged wall foot or the strip cap (22); A fourth side spring pad (24) is provided between the side wall surface of one side of the structural wall (21) and the side covering soil (25), and the fourth side spring pad (24) is filled between the entire structural wall (21) and the side covering soil (25); a fourth bottom spring pad (23) is provided on the surface of the enlarged wall footing at the bottom edge of the structural wall (21) placed below the side covering soil (25).

8. A method for implementing the rigid waterproof vibration isolation platform according to any one of claims 1 to 6, characterized in that The following steps are involved: Step S1: pre-bury the cap (3) in the bottom covering soil (19) and place it above the foundation column. Step S2, placing the structural column (1) in the cap (3), the cap (3) supporting the structural column (1) and connecting with the foundation column; Step S3, filling and installing a first side spring washer (6) between the side wall of the enlarged column head of the structural column (1) and the side wall of the first recess; Step S4, filling and installing a second bottom spring washer (7) between the bottom surface of the enlarged column head of the structural column (1) and the ground of the first pit, so as to fully isolate the structural column (1) from the pedestal (3); Step S5, vertically and downwardly inserting the upper surface of the enlarged column head of the structural column (1) into the enlarged column head, the second bottom spring pad (7) and the pedestal (3) in sequence, so as to connect the structural column (1) and the pedestal (3) and form a tensile structure; Step S6, between the structural column (1) and the base plate (2), and / or between the pedestal (3) and the base plate (2), pouring the whole to achieve waterproofing effect; Step S7, choose whether to add this step as needed: a pressing piece (18) is fixedly installed on the upper plane of the base (3); the pressing piece (18) extends above the surface of the enlarged column head to the root of the structural column (1), a third bottom spring pad (17) is arranged between the lower surface of the pressing piece (18) and the upper surface of the enlarged column head, and a second side spring pad (15) is arranged between the inner side surface of the pressing piece (18) and the side wall of the root of the structural column (1); so that the pressing piece (18) and the structural column (1) and the base (3) are fully vibration-isolated.

9. The implementation method of the rigid waterproof vibration isolation platform according to claim 8, characterized in that: The step S4 also includes: an embedded steel plate (8) is arranged on the bottom surface of the first concave pit of the support platform (3); the second bottom spring pad (7) is installed above the embedded steel plate (8); a first through hole is processed in the central part of the embedded steel plate (8); a corresponding and matching second through hole is processed at the position through which the tension bolt (9) passes; a sleeve (13) is arranged below the second through hole; the inner wall of the sleeve (13) is provided with an internal thread matching the thread of the tension bolt (9); the upper section of the sleeve (13) is a first threaded hole, and the first threaded hole is matched with the tension bolt (9); the lower section is a second screw hole, and the second threaded hole is matched with the anchor steel bar (14), and the upper end of the anchor steel bar (14) is placed in the second threaded hole, and the remaining part is embedded in the support platform (3); An elastic tube (12) is installed on the side wall of the through hole of the first countersunk hole, a bolt spring washer (11) is installed at the bottom of the countersunk part of the first countersunk hole, and a steel washer (10) is installed between the tension bolt (9) and the bolt spring washer (11); The bottom plate (2) is placed on the base (3) and the bottom covering soil (19), and the enlarged column head is placed in the groove, and the first side spring pad (6) extends between the inner groove wall of the groove of the bottom plate (2) and the outer wall of the enlarged column head; A first bottom spring pad (5) is installed between the bottom surface of the bottom plate (2), the top surface of the support platform (3), and the upper surface of the bottom covering soil (19).

10. The implementation method of the rigid waterproof vibration isolation platform according to claim 7 or 8, characterized in that Also includes: The structural column (1) is replaced by a structural wall (21); the cap (3) is replaced by a strip cap (22); the upper plane of the strip cap (22) has a second recess; the enlarged column head is replaced by an enlarged wall foot of the structural wall (21); and the remaining spring pads are adjusted in shape and size to be compatible with the shape and size of the structural wall (21) or the enlarged wall foot or the strip cap (22); A fourth side spring pad (24) is provided between the side wall surface of one side of the structural wall (21) and the side covering soil (25), and the fourth side spring pad (24) is filled between the entire structural wall (21) and the side covering soil (25); a fourth bottom spring pad (23) is provided on the surface of the enlarged wall footing at the bottom edge of the structural wall (21) placed below the side covering soil (25).

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