Rigid waterproof vibration isolation bearing platform

Abstract

The utility model discloses a rigid waterproof vibration isolation bearing platform, which relates to the technical field of vibration control, and mainly structurally comprises a bearing platform which is pre-buried in bottom layer covering soil and is arranged above a foundation column, a first concave pit is downwards processed on the upper surface of the bearing platform, and an expanded column head is arranged at the lower end of a structural column. 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 building vibration isolation structure has the excellent supporting and tensile performance, and the vibration isolation performance and the stability performance of a building are comprehensively and comprehensively improved.

Description

Technical Field

[0001] The utility model belongs to the technical field of vibration control and is applicable to the field of building structure foundation vibration isolation; specifically, it is a rigid waterproof vibration isolation bearing platform. Background Art

[0002] To solve the vibration impact of rail transit on the upper building structure, laying flexible pads on the bottom floor of the building is currently a low-cost method. However, due to the need to ensure the safety and reliability of the building, the wall columns and foundation pedestals at the bottom of the structure are still fixedly connected, and flexible pads can only be laid on the bottom floor slab, so that the vibration effect can still be transmitted to the upper building through the transmission route of pile foundation-pedestal-structure wall columns, and the vibration isolation effect is greatly reduced or even ineffective.

[0003] Chinese invention patent application CN117071624A discloses an energy-absorbing vibration-reducing expanded prefabricated pile and a method for connecting it to an upper structure. The energy-absorbing vibration-reducing expanded prefabricated pile consists of an upper energy-absorbing vibration-reducing area and a lower bearing area, and a prefabricated pile passing through the axis of the two areas is provided; the upper energy-absorbing vibration-reducing area consists of a prefabricated pile and its outer periphery concentrically wrapped with modified furan resin rubber concrete and a corrugated steel sleeve; the lower bearing area consists of a prefabricated pile and its outer periphery concentrically wrapped with cement cementitious materials. The energy-absorbing vibration-reducing expanded prefabricated pile is embedded upward into the upper structure, and the pile top and the upper structure are transitioned and connected through a lower rubber pad, a sliding layer, an upper rubber pad, a steel sleeve top plate and a steel anchor nail, thereby realizing vibration reduction and vibration isolation between the pile foundation and the upper structure. The structure is simple, the mechanism of action is clear, and the vibration resistance of the pile foundation and the upper structure can be greatly improved. In the prior art, since there is still a hard connection structure between the structures, the vibration isolation effect will still produce a transmission effect along the hard connection structure, resulting in a weakened vibration isolation effect. Moreover, its technical solution does not involve a protective limiting 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 while ensuring the vibration isolation effect has become a key difficulty in the field of building structure vibration control. Summary of the invention

[0005] In order to solve the deficiencies and defects of the above-mentioned prior art, the inventor team has developed and designed a new type of building vibration isolation foundation structure, which can effectively isolate and absorb micro-vibration effects, so that the upper building structure meets the vibration control needs; it uses vibration isolation spring pads to completely flexibly isolate the structural wall columns and their upper structures embedded in the pedestal and the vibration source, thereby effectively isolating the vibration propagation, and preventing the structural wall columns from being displaced from the pedestal by horizontal displacement through tensile bolts (or / and) pressure pieces; while achieving vibration isolation, it has a tensile and anti-detachment design, further improving the vibration isolation effect and the structure and construction method of the seismic tensile performance. Specifically, the utility model is implemented as follows:

[0006] A rigid waterproof vibration isolation support platform, comprising:

[0007] The cap is pre-buried in the bottom soil and placed above the foundation column. The upper surface of the cap is processed downward with a first pit. The cap is used to support the structural column and connect the foundation column.

[0008] A structural column, the lower end of which is an enlarged column head, and the enlarged column head is placed in the first pit;

[0009] The isolation spring pad is made of an elastic material capable of isolating vibrations and is used to fill and install between the contact surfaces of the structural column and the cap to isolate the structural column from the cap;

[0010] There are several tensile bolts, which penetrate the enlarged column head, the second bottom spring pad and the pedestal in sequence vertically downward from the upper surface of the enlarged column head, and are used to connect the structural column and the pedestal to form a tensile structure.

[0011] Furthermore, the isolation spring pad comprises a first side spring pad and a second bottom spring pad, wherein the first side spring pad is installed between the side wall of the enlarged column head of the structural column and the side wall of the first pit; the second bottom spring pad is installed between the bottom surface of the enlarged column head of the structural column and the ground of the first pit; and is used to fully isolate the structural column from the cap;

[0012] An embedded steel plate is arranged on the bottom surface of the first recess of the support platform, the second bottom spring pad is placed above the embedded steel plate, a first through hole is processed at the center of the embedded steel plate, and a corresponding and matching second through hole is processed at the position through which the tensile bolt passes; a sleeve is arranged below the second through hole; and an internal thread matching the thread of the tensile bolt is arranged on the inner wall of the sleeve.

[0013] Furthermore, the sleeve is divided into two sections, the upper section is a first threaded hole, and the first threaded hole is used to match the tensile bolt; the lower section is a second threaded hole, and the second threaded hole is used to match the anchor steel bar. The upper end of the anchor steel bar is placed in the second threaded hole, and the remaining part is embedded in the base.

[0014] Furthermore, a first countersunk hole matching the number and position of the tensile bolts and penetrating downward is provided on the upper surface of the enlarged column head of the structural column, with the countersunk end being on the top surface; and an elastic tube is provided on the side wall of the through hole of the first countersunk hole, a bolt spring washer is provided at the bottom of the countersunk part of the first countersunk hole, and a steel gasket is provided between the tensile bolt and the bolt spring washer.

[0015] Furthermore, it also includes a base plate, a groove that matches the shape and size of the enlarged column head is opened in the middle of the base plate, the base plate cover is placed above the base and the bottom covering soil, the enlarged column head is placed in the groove, and the first side spring pad extends between the inner groove wall of the groove of the base plate and the outer wall of the enlarged column head.

[0016] Furthermore, a first bottom spring pad is arranged between the bottom surface of the bottom plate, the top surface of the base and the upper surface of the bottom covering soil.

[0017] Furthermore, a pressing piece is fixedly installed on the upper plane of the pedestal; the pressing piece extends above the surface of the enlarged column head to the root of the structural column, a third bottom spring pad is arranged between the lower surface of the pressing piece and the upper surface of the enlarged column head, and a second side spring pad is arranged between the inner side surface of the pressing piece and the side wall of the root of the structural column; so that the pressing piece is fully vibrationally isolated from the structural column and the pedestal.

[0018] Furthermore, the outer side of the pedestal is formed with two upper and lower steps, the upper plane of the bottom layer of soil is flush with the height of the lower step, and the bottom plate is arranged above the lower step of the pedestal and the bottom layer of soil; a first bottom spring pad is arranged between the bottom plate and the surface of the lower step of the pedestal, and a third side spring pad is arranged between the bottom plate and the side surface of the upper step of the pedestal.

[0019] Furthermore, the structural column is replaced by a structural wall, the pedestal is a strip pedestal, and the upper plane of the strip pedestal has a second pit; the enlarged column head is replaced by an enlarged wall foot of the structural wall; the remaining structural components are adjusted in shape and size to be compatible with the shape and size of the structural wall or the enlarged wall foot and the strip pedestal; a fourth side spring pad is provided between the side wall surface on one side of the wall where the structural wall is located and the side covering soil, and the fourth side spring pad is filled between the entire structural wall and the side covering soil; the enlarged wall foot of the bottom edge of the structural wall is provided with a fourth bottom spring pad on the surface below the side covering soil.

[0020] The working principle of the utility model is as follows: the structural column or structural wall column on the pedestal and its upper part are separated from the vibration source through the surrounding arrangement structure of the vibration isolation spring pad to achieve vibration isolation; these vibration isolation spring 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 their own damping. A pit is processed on the pedestal, and the structural column or structural wall column is placed in the pit. Vibration isolation is achieved by arranging vibration isolation spring pads between the structural wall column and the pit. At the same time, the structural design of the pit is used in conjunction with the use of tensile bolts to vertically connect the structural wall column and the pedestal to limit their horizontal displacement and prevent the wall column and the pedestal from detaching. In this structural design: the structural column is fully isolated from the pedestal. By using elastic isolation pads, side spring pads, and bottom spring pads, the structural column with an enlarged column head at the lower end is fully isolated from the pedestal pit where it is located, effectively limiting the vibration transmission between the two. The tensile bolts pass through the enlarged column head, the second bottom spring pad and the pedestal, connect the pedestal and the structural column, and form a tensile structure; in order to further improve the vibration isolation effect, an embedded steel plate is also used, a sleeve arranged downward is designed on the embedded steel plate, an elastic cylinder is installed in the hole wall, and a bolt spring pad is set on the top of the tensile bolt, so as to achieve a fully isolated structure; wherein, the sleeve uses an upper and lower double-section structure, realizing a non-rigid direct connection structure between the anchor steel bar and the tensile bolt, further improving the vibration isolation effect; in the structure of the utility model, not only is an isolation spring pad set between the structural column and the pedestal, but also the contact part between the bottom plate and the pedestal, the bottom plate and the bottom soil cover, the pressure piece and the structural column and the pedestal, and the bottom surface of the enlarged column head and the embedded steel plate are all isolated by elastic pads, further reducing the vibration transmission between the components. In a specific structure, the outer side of the pedestal is a two-step structure, and the spring pad arrangement between the step, the bottom plate and the bottom soil cover is also designed, so that a clearly layered vibration isolation system is formed between the bottom plate, the pedestal and the soil cover. The utility model utilizes elastic isolation pads to fully isolate the structural columns and the pedestals, the bottom plates and the pedestals, and the bottom covering soil, and uses the tensile structure formed by tensile bolts to manufacture a building vibration isolation structure with excellent vibration isolation performance. At the same time, it also has excellent support and tensile resistance, thereby comprehensively and fully improving the vibration isolation performance and stability performance of the building.

[0021] Compared with the prior art, the utility model has the following beneficial technical effects:

[0022] (1) Easy construction: The vibration isolation pad is easy to set up, the construction process is simple, and it does not affect the construction period;

[0023] (2) Good vibration isolation effect: The structural columns and pedestals, the base plates and pedestals, and the underlying soil are isolated through all-round elastic isolation to achieve flexible contact, effectively preventing the transmission of vibration and improving the vibration resistance of the building. The special double-section sleeve design achieves flexible connection, blocks the transmission of vibration effects, and effectively reduces the generation and propagation of secondary noise.

[0024] (3) Good stability and ease of use: The structure of the utility model has a structural design that prevents the structural column from separating 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

[0025] Figure 1 This is a structural stereogram of a rigid waterproof vibration isolation support platform in Example 1 of the utility model;

[0026] Figure 2 This is one of the structural front views of a rigid waterproof vibration isolation support in Example 1 of the utility model;

[0027] Figure 3 This is one of the cross-sectional views of a rigid waterproof vibration isolation support in Example 1 of the utility model;

[0028] Figure 4 It is an enlarged schematic diagram of a top mounting structure of a tensile bolt for fully flexible isolation between a wall column and a cap in Example 1 of the utility model;

[0029] 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 utility model;

[0030] Figure 6 This is a structural front view of a pre-buried steel plate for fully flexible isolation between a wall column and a cap in Example 1 of the utility model;

[0031] Figure 7 This is a structural stereogram of a pre-buried steel plate used for comprehensive and flexible isolation between a wall column and a cap in Example 1 of the utility model;

[0032] Figure 8 This is a structural front view of a rigid waterproof vibration isolation support in Example 2 of the utility model;

[0033] Fig. 9 It is a cross-sectional view of a rigid waterproof vibration isolation support platform in Example 2 of the utility model;

[0034] Fig.10 This is a structural stereogram of a rigid waterproof vibration isolation support platform in Example 3 of the utility model;

[0035] Fig.11 This is a structural front view of a rigid waterproof vibration isolation support in Example 3 of the utility model;

[0036] Fig.12 It is a cross-sectional view of a rigid waterproof vibration isolation support platform in Example 3 of the utility model;

[0037] Fig.13 This is a structural front view of a rigid waterproof vibration isolation support in Example 4 of the utility model;

[0038] Fig.14 This is a structural stereogram of a rigid waterproof vibration isolation support platform in Example 4 of the utility model;

[0039] Fig.15 This is a structural front view of a rigid waterproof vibration isolation support in Example 5 of the utility model;

[0040] Fig.16 This is a structural stereogram of a rigid waterproof vibration isolation support platform in Example 5 of the utility model;

[0041] Fig.17 This is a structural front view of a rigid waterproof vibration isolation support in Example 6 of the utility model;

[0042] Fig.18 This is a structural stereogram of a rigid waterproof vibration isolation support platform in Example 6 of the utility model;

[0043] Wherein: 1-structural column, 2-bottom plate, 3-cap, 4-foundation pile, 5-first bottom spring pad, 6-first side spring pad, 7-second bottom spring pad, 8-embedded steel plate, 9-tension bolt, 10-steel gasket, 11-bolt spring pad, 12-elastic tube, 13-sleeve, 14-anchor steel bar, 15-second side spring pad, 16-third side spring pad, 17-third bottom spring pad, 18-pressing piece, 19-bottom soil cover, 20-outer cover, 21-structural wall, 22-strip cap, 23-fourth bottom spring pad, 24-fourth side spring pad, 25-side soil cover. DETAILED DESCRIPTION

[0044] In order to make the purpose, technical solution and advantages of the utility model clearer, the utility model is further described in detail below in combination with specific implementation methods and with reference to the accompanying drawings. It should be understood that these descriptions are only exemplary and are not intended to limit the scope of the utility model. In addition, in the following description, the description of well-known structures and technologies is omitted to avoid unnecessary confusion of the concept of the utility model.

[0045] Embodiment 1:

[0046] like Figure 1-Figure 7As shown, a rigid waterproof vibration isolation pedestal mainly involves the vibration isolation method of the base plate 2, the structural column 1 and the above structure, mainly through the spring pad to achieve vibration isolation between the structural column 1 and the pedestal 3, and the tensile bolt 9 is used to achieve the tensile effect between the structural column 1 and the pedestal 3.

[0047] The lower end of the structural column 1 is an enlarged column head, and a circle of first countersunk holes penetrating downwards are processed on the enlarged column head, and the countersunk end is at the top surface.

[0048] The lower end of the cap 3 is supported by the foundation pile 4, and the upper plane of the cap 3 has a first concave pit, and the bottom surface of the first concave pit is provided with an embedded steel plate 8, and the second bottom spring pad 7 is placed on the embedded steel plate 8. The enlarged column head of the structural column 1 is embedded in the first concave pit of the cap 3 and placed on the second bottom spring pad 7, and the first side spring 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. At this point, the structural column 1 and the cap 3 are completely isolated.

[0049] The center of the embedded steel plate 8 is processed with a first through hole, which is used for vibrating concrete. At the same time, the embedded steel plate 8 is processed with a corresponding second through hole at the position of the first countersunk hole of the enlarged column head of the structural column 1. A sleeve 13 is arranged below the second through hole, and the upper end of the sleeve 13 is processed with a first threaded hole corresponding to the tensile bolt, and the lower end is processed with a second bolt hole corresponding to the anchor steel bar 14. The upper end of the anchor steel bar 14 is processed with an external thread, and the anchor steel bar 14 is connected to the lower end of the sleeve 13 by threading.

[0050] The sleeve 13 and the anchoring steel bar 14 are both pre-buried in the cap 3 .

[0051] An elastic tube 12 is arranged on the side wall of the through hole of the first countersunk hole of the structural column 1 ; a bolt spring washer 11 is arranged at the bottom of the countersunk part of the first countersunk hole.

[0052] The tensile bolt 9 is installed downward from the top of the first countersunk hole of the structural column 1, passes through the structural column 1, the second bottom spring washer 7 and the 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 spring washer 11. Since vibration isolation is achieved between the tensile bolt 9 and the enlarged column head of the structural column 1 through the bolt spring washer 11 and the elastic tube 12, the vibration effect of the pedestal 3 will not be transmitted to the structural column 1 through the sleeve tensile bolt 9.

[0053] An outer cover 20 is also placed on each first countersunk hole of the structural column 1 .

[0054] The height of the bottom covering soil 19 outside the cap 3 is flush with the upper plane of the cap 3, the bottom plate 2 is directly arranged on the cap 3 and the bottom covering soil 19, one end of which is supported on the upper plane of the cap 3 and cast as a whole with the cap 3, and the side of the bottom plate 2 is still isolated from the side of the enlarged column head of the structural column 1 through the first side spring pad 6. The materials of the first bottom spring pad 5, the first side spring pad 6, the second bottom spring pad 7, the bolt spring pad 11, and the elastic tube 12 mentioned in this embodiment are all elastic materials that can isolate vibration, and at the same time, the arrangement of the bottom plate 2 is based on no vibration isolation requirements.

[0055] In this embodiment, under the action of an earthquake, the pit of the cap 3 and the bottom plate 2 will limit the horizontal displacement of the structural column 1, and the tension bolts 9 can effectively limit the relative separation of the structural column 1 and the cap 3.

[0056] Embodiment 2:

[0057] like Figure 8-Figure 9 As shown, a rigid waterproof vibration isolation platform can also be implemented as follows:

[0058] The base plate 2 is provided in case of vibration isolation requirement:

[0059] The first bottom spring pad 5 is arranged on the upper plane of the pedestal 3 and the bottom covering soil 19, the bottom plate 2 is arranged on the first bottom spring pad 5, one end of the bottom plate 2 is supported on the upper plane of the pedestal 3, and the bottom plate 2 and the enlarged column head of the structural column 1 are cast into a whole.

[0060] At this point, the structural column 1 and the base plate 2 are completely vibration-isolated from the pedestal 3.

[0061] The materials of the first bottom spring pad 5 , the first side spring pad 6 , and the second bottom spring pad 7 mentioned in this embodiment are all elastic materials that can isolate vibration.

[0062] In this embodiment, under the action of an earthquake, the recess of the cap 3 will limit the horizontal displacement of the structural column 1 , and the pressing piece 18 can effectively limit the relative separation of the structural column 1 and the cap 3 .

[0063] Embodiment 3:

[0064] like Figure 10-12 As shown, a rigid waterproof vibration isolation platform can also be implemented as follows:

[0065] The embedded steel plate 8, the tensile bolts 9, the steel washers 10, the bolt spring washers 11, the elastic tube 12, the sleeve 13 and the anchor steel bars 14 are eliminated.

[0066] The first countersunk hole of structural column 1 is eliminated.

[0067] The lower end of the structural column 1 is an enlarged column head;

[0068] The lower end of the pedestal 3 is supported by the foundation pile 4, and the upper plane of the pedestal 3 has a first pit, and the bottom surface of the first pit is placed with a second bottom spring pad 7, the enlarged column head of the structural column 1 is embedded in the first pit of the pedestal 3 and placed on the second bottom spring pad 7, and the first side spring 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 pit.

[0069] The height of the bottom covering soil 19 outside the pedestal 3 is flush with the upper plane of the pedestal 3. The base plate 2 is directly arranged on the pedestal 3 and the bottom covering soil 19, and one end of the base plate 2 is supported on the upper plane of the pedestal 3 and cast as a whole with the pedestal 3. The side of the base plate 2 is still isolated from the side of the enlarged capital of the structural column 1 by the first side spring pad 6.

[0070] A third bottom spring washer 17 is also provided on the upper plane of the enlarged column head of the structural column 1 , and the upper plane of the third bottom spring washer 17 is flush with the upper plane of the pedestal 3 , so that the structural column 1 and the pedestal 3 are completely isolated.

[0071] A pressing piece 18 is fixedly mounted on the upper plane of the pedestal 3 , and the inner side of the pressing piece 18 floats on the upper plane of the third bottom spring washer 17 . Meanwhile, a second side spring washer 15 is vertically arranged between the pressing piece 18 and the structural column 1 .

[0072] At this point, the structural column 1, the base 3 and the pressing piece 18 are completely vibration-isolated.

[0073] The materials of the first side spring pad 6 , the second bottom spring pad 7 , the second side spring pad 15 and the third bottom spring pad 17 mentioned in this embodiment are all elastic materials that can isolate vibration.

[0074] In this embodiment, under the action of an earthquake, the recess of the cap 3 will limit the horizontal displacement of the structural column 1 , and the pressing piece 18 can effectively limit the relative separation of the structural column 1 and the cap 3 .

[0075] Embodiment 4:

[0076] like Figure 13-14 As shown, a rigid waterproof vibration isolation pedestal is mainly used to isolate the structural wall 21 from the base plate 2 and the pedestal 3 by elastic pads, and to achieve the tensile effect between the structural wall 21 and the pedestal 3 by using tensile bolts 9.

[0077] by Fig.13 The left side shown is the outside of the building structure, and the right side is the inside of the building structure. The lower end of the structural wall 21 is an enlarged wall foot, and two rows of second countersunk holes are processed on both sides of the enlarged wall foot from top to bottom, with the countersunk ends at the top surface.

[0078] The lower end of the strip cap 22 is supported by the foundation pile 4, and the upper plane of the strip cap 22 has a strip pit b, and the bottom surface of the strip pit b is provided with an embedded steel plate 8, and the second bottom spring pad 7 is placed on the embedded steel plate 8. The enlarged wall foot of the structural wall 21 is embedded in the strip pit b of the strip cap 22 and placed on the second bottom spring pad 7, and the first side spring pad 6 is arranged between the side wall of the enlarged wall foot of the structural wall 21 and the side wall of the strip pit b. At this point, the structural wall 21 is completely isolated from the strip cap 22.

[0079] The embedded steel plate 8 is processed with a through hole c at its center, and the through hole c is used to vibrate concrete. Meanwhile, the embedded steel plate 8 is processed with a corresponding through hole d at the position of the second countersunk hole of the enlarged foot of the structural wall 21. A sleeve 13 is arranged below the through hole d, and the upper end of the sleeve 13 is processed with a first threaded hole corresponding to the tensile bolt, and the lower end is processed with a second bolt hole corresponding to the anchor steel bar 14, and the upper end of the anchor steel bar 14 is processed with an external thread, and the anchor steel bar 14 is connected to the lower end of the sleeve 13 by threading.

[0080] The sleeve 13 and the anchoring steel bar 14 are both pre-embedded in the strip-shaped cap 22 .

[0081] An elastic tube 12 is arranged on the side wall of the through hole of the second countersunk hole of the structural wall 21 ; a bolt spring washer 11 is arranged at the bottom of the countersunk part of the second countersunk hole.

[0082] The tensile bolt 9 is installed downward from the second countersunk 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 on the upper end of the sleeve 13. A steel gasket 10 is arranged between the tensile bolt 9 and the bolt spring washer 11. Since the tensile bolt 9 and the enlarged wall foot of the structural wall 21 vibrate through the bolt spring washer 11 and the elastic tube 12, the vibration effect of the strip base 22 will not be transmitted to the structural wall 21 through the sleeve tensile bolt 9.

[0083] An outer cover 20 is also placed on each second countersunk hole of the structural wall 21 .

[0084] On the inner side of the building structure, the height of the bottom layer of soil 19 outside the strip-shaped pedestal 22 is flush with the upper plane of the strip-shaped pedestal 22, the bottom plate 2 is arranged above the pedestal 3 and the bottom layer of soil 19, and the side of the bottom plate 2 is still vibrationally isolated from the side of the enlarged capital of the structural column 1 through the first side spring pad 6.

[0085] like Figure 17-Figure 18As shown, if the base plate 2 has a vibration isolation requirement, the first bottom spring pad 5 is arranged on the upper plane of the strip cap 22 and the bottom cover 19, and the base plate 2 is arranged on the first bottom spring pad 5, one end of which is supported on the upper plane of the strip cap 22, and is cast as a whole with the strip cap 22, and the side of the base plate 2 is still isolated from the side of the enlarged column head of the structural column 1 by the first side spring pad 6.

[0086] On the outside of the building structure, a fourth bottom spring pad 23 is provided on the upper plane of the enlarged wall foot of the structural wall 21, and a fourth side spring pad 24 is provided on the outside of the structural wall 21. The side covering 25 and the structural wall 21 are vibrationally isolated through the fourth bottom spring pad 23 and the fourth side spring pad 24.

[0087] The materials of the first side spring washer 6, the second bottom spring washer 7, the bolt spring washer 11, the elastic tube 12, the fourth bottom spring washer 23 and the fourth side spring washer 24 mentioned in this embodiment are all elastic materials that can isolate vibration. At the same time, the configuration of the bottom plate 2 is based on no vibration isolation requirement.

[0088] Under the action of an earthquake, the recess of the strip cap 22 and the bottom plate 2 will limit the horizontal displacement of the structural wall 21 , while the tension bolts 9 can effectively limit the relative separation of the structural wall 21 and the strip cap 22 .

[0089] If the structural wall 21 is an inner wall of a building structure, its vibration isolation method can refer to the method of the inner side of the building structure in this embodiment, that is, both sides of the structural wall 21 are inner side isolation methods.

[0090] Embodiment 5:

[0091] like Figure 15-16 As shown, a rigid waterproof vibration isolation bearing platform is provided, in which the embedded steel plate 8, the tension bolts 9, the steel gaskets 10, the bolt spring washers 11, the elastic tubes 12, the sleeves 13 and the anchoring steel bars 14 are eliminated.

[0092] The second countersunk hole of the structural wall 21 is eliminated.

[0093] The left side is the outside of the building structure, and the right side is the inside of the building structure. The lower end of the structural wall 21 is an enlarged wall foot;

[0094] The lower end of the strip cap 22 is supported by the foundation pile 4. The upper plane of the strip cap 22 has a pit b. The bottom surface of the pit b is provided with a second bottom spring pad 7. The enlarged foot of the structural wall 21 is embedded in the pit b of the strip cap 22 and is placed on the second bottom spring pad 7. The first side spring pad 6 is arranged between the side wall of the enlarged foot of the structural wall 21 and the side wall of the pit b. A third bottom spring pad 17 is also arranged on the upper plane of the inner side of the enlarged foot 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 cap 3. At this point, the structural wall 21 is completely isolated from the strip cap 22.

[0095] A pressing piece 18 is fixedly mounted on the upper planes of the inner and outer sides of the strip-shaped support platform 22 , and the inner side of the pressing piece 18 floats on the upper planes of the third bottom spring washer 17 and the fourth bottom spring washer 23 .

[0096] A second side spring washer 15 is also provided vertically between the pressing piece 18 and the structural wall 21 inside the building structure.

[0097] A fourth side spring pad 24 is also vertically arranged between the pressure piece 18 and the structural column 1 on the outside of the building structure. The fourth side spring pad 24 is installed on the outside of the structural wall 21 . The fourth side spring pad 24 also isolates the side covering soil 25 from the structural wall 21 through vibration.

[0098] At this point, the structural wall 21, the strip-shaped cap 22 and the side covering soil 25 are completely isolated from each other by vibration.

[0099] The height of the bottom covering soil 19 on the inner side of the strip cap 22 is flush with the upper plane of the strip cap 22. The bottom plate 2 is directly arranged on the strip cap 22 and the bottom covering soil 19, and one end of the bottom plate 2 is supported on the upper plane of the cap 3 and cast as a whole with the strip cap 22. The side of the bottom plate 2 is still isolated from the side of the enlarged wall foot of the structural wall 211 by the first side spring pad 6.

[0100] The materials of the first side spring pad 6 , the second bottom spring pad 7 , the second side spring pad 15 , the third bottom spring pad 17 and the fourth bottom spring pad 23 mentioned in this embodiment are all elastic materials that can isolate vibration, such as rubber pads.

[0101] In this embodiment, under the action of an earthquake, the recess of the strip-shaped cap 22 will limit the horizontal displacement of the structural wall 21 , and the pressing piece 18 can effectively limit the relative separation of the structural wall 21 and the strip-shaped cap 22 .

[0102] Embodiment 6:

[0103] like Figure 17-Figure 18 As shown, a rigid waterproof vibration isolation platform can also be implemented as follows:

[0104] The base plate 2 is provided in case of vibration isolation requirement:

[0105] The first bottom spring pad 5 is arranged on the upper plane of the pedestal 3 and the bottom covering soil 19, the bottom plate 2 is arranged on the first bottom spring pad 5, one end of the bottom plate 2 is supported on the upper plane of the strip pedestal 22, and the bottom plate 2 and the enlarged column capital of the structural wall 21 are cast into a whole.

[0106] At this point, the structural wall 21 and the base plate 2 are completely vibration-isolated from the strip-shaped cap 22 and the pressing member 18 .

[0107] The materials of the first bottom spring pad 5 , the first side spring pad 6 , and the second bottom spring pad 7 mentioned in this embodiment are all elastic materials that can isolate vibration.

[0108] In this embodiment, under the action of an earthquake, the recess of the cap 3 will limit the horizontal displacement of the structural column 1 , and the pressing piece 18 can effectively limit the relative separation of the structural column 1 and the cap 3 .

[0109] It should be understood that the above specific embodiments of the present invention are only used to illustrate or explain the principles of the present invention, and do not constitute a limitation on the present invention. Therefore, any modifications, equivalent substitutions, improvements, etc. made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. In addition, the claims attached to the present invention are intended to cover all changes and modifications that fall within the scope and boundaries of the attached claims, or the 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 machined downward on the upper surface of the capping platform (3). The capping platform (3) is used to support the structural column (1) and connect with 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; An isolation spring pad is made of an elastic material capable of isolating vibrations and is used to fill and install between the contact surfaces of the structural column (1) and the base (3) to isolate the structural column (1) from the base (3); A plurality of tensile bolts (9) are inserted vertically downward from the upper surface of the enlarged column head into the enlarged column head, the second bottom spring pad (7) and the cap (3) in sequence, so as to connect the structural column (1) and the cap (3) and form a tensile structure; 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); 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 tension bolt (9) passes; a sleeve (13) is arranged below the second through hole; and an internal thread matching the thread of the tension bolt (9) is arranged on the inner wall of the sleeve (13).

2. The rigid waterproof vibration isolation platform according to claim 1, characterized in that: The sleeve (13) is divided into two sections, the upper section being a first threaded hole, which is used to match the tension bolt (9); and the lower section being a second threaded hole, which is used to match the anchoring steel bar (14). The upper end of the anchoring steel bar (14) is placed in the second threaded hole, and the remaining part is pre-buried in the cap (3).

3. The rigid waterproof vibration isolation support according to claim 2 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 through hole side wall 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).

4. 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).

5. 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 provided 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 provided 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 vibrationally isolated from the structural column (1) and the pedestal (3).

6. The rigid waterproof vibration isolation support according to any one of claims 1 to 5, 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) below the side covering soil (25).

Images