Fabricated concrete structure interlayer seismic isolation structure
By setting up elastic seismic isolation components and pressure buffer components in the concrete structure to share the pressure of the rubber seismic isolation column, the problem of fatigue of rubber seismic isolation columns in the prior art is solved, and the seismic resistance and service life are improved.
Patent Information
- Application Number
- CN202411445086.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-16
- Publication Date
- 2024-12-10
- Estimated Expiration
- Not applicable · inactive patent
AI Technical Summary
In the prior art, the rubber shock isolation columns arranged separately are prone to fatigue after long-term use, which affects the buffering effect and leads to a decrease in efficiency of the shock-isolating structure during shock resistance.
The prefabricated concrete structure layer isolation structure is adopted. By setting up installation grooves on the upper concrete column and the lower concrete column, inserting the installation sleeves and positioning mechanisms, and installing elastic isolation components and pressure buffer components in the rubber vibration isolation column. The pressure of the rubber vibration isolation column is shared by the elastic shock isolation assembly and the pressure buffer assembly, extending its service life.
It improves the working life and compressive resistance of the rubber vibration isolation column, enhances the pressure resistance and stability of the earthquake isolation structure, and extends the service life of the earthquake isolation device.
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Figure CN119102307A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of building seismic isolation technology, and in particular to an assembled concrete structure interlayer seismic isolation structure. Background Art
[0002] Earthquake is a natural phenomenon that human society cannot avoid. 90% or more of the casualties and economic losses caused by earthquakes are caused by the collapse of buildings. Therefore, countries around the world are committed to doing a good job in earthquake-resistant engineering and disaster reduction. Seismic isolation technology is a new form of earthquake-resistant building structure. By setting seismic isolation pads on the top of a certain column of the house, the earthquake effect is prevented from being transmitted upward, thereby achieving the effect of weakening the earthquake response of the structure. Seismic isolation structures are divided into basic seismic isolation structures and interlayer seismic isolation structures. Interlayer seismic isolation is to raise the rubber seismic isolation column to a certain layer of the structure, thereby extending the basic period of the structure. This basic period is much larger than the superior period of the building, avoiding the resonance reaction of the structure and achieving the purpose of protecting the structure itself.
[0003] Most of the seismic isolation structures in the prior art use separately arranged rubber seismic isolation columns for buffering and seismic isolation. Over time, the rubber seismic isolation columns will become fatigued, thereby affecting the buffering effect of the rubber seismic isolation columns. Based on this, the present invention provides an assembled concrete structure inter-layer seismic isolation structure. Summary of the invention
[0004] The purpose of the present invention is to provide a prefabricated concrete structure inter-layer seismic isolation structure to solve the problems existing in the prior art.
[0005] To achieve the above object, the present invention provides the following solution: The present invention provides an assembled concrete structure inter-layer seismic isolation structure, comprising an upper concrete column, a lower concrete column and a seismic isolation device, wherein the upper concrete column and the lower concrete column are respectively provided with mounting grooves, and the upper and lower ends of the seismic isolation device are respectively inserted into the mounting grooves of the upper concrete column and the lower concrete column, and the seismic isolation device comprises:
[0006] Installation sleeves, wherein two groups of the installation sleeves are symmetrically arranged, the axes of the two groups of the installation sleeves are collinear, and the two installation sleeves are respectively inserted into the two installation grooves;
[0007] A positioning mechanism, wherein the two ends of the mounting sleeves which are away from each other are respectively provided with the positioning mechanism, and the positioning mechanism is located in the mounting groove;
[0008] An elastic seismic isolation mechanism, the elastic seismic isolation mechanism comprising fixing plates respectively fixed to the upper concrete column and the lower concrete column, a rubber seismic isolation column fixed between the two fixing plates, an elastic seismic isolation component arranged in the rubber seismic isolation column, and two mounting sleeves passing through the fixing plates and extending into the rubber seismic isolation column to slide with the elastic seismic isolation component;
[0009] A pressure buffer assembly, wherein the pressure buffer assembly is respectively arranged in the two mounting grooves, and the pressure buffer assembly is connected to the rubber vibration isolation column through the mounting sleeve and the elastic vibration isolation assembly;
[0010] Wherein, the side wall of the installation groove is provided with a grouting hole and an exhaust hole.
[0011] According to the assembled concrete structure inter-layer seismic isolation structure provided by the present invention, the pressure buffer assembly includes a partition fixedly connected in the installation groove, a mounting cavity is formed between the partition and the inner wall of the installation groove, a deformable pressure bag is installed in the installation cavity, one end of the installation sleeve is connected to the water inlet of the deformable pressure bag, the rubber isolation column is filled with pressure liquid, and the pressure liquid is connected through the elastic seismic isolation assembly, the installation sleeve and the deformable pressure bag;
[0012] Wherein, the positioning mechanism is in contact with the partition.
[0013] According to the assembled concrete structure interlayer seismic isolation structure provided by the present invention, the positioning mechanism includes a positioning rod rotatably connected to the outer wall of the mounting sleeve, the side of the positioning rod is rotatably connected to a connecting rod, one end of the connecting rod is rotatably connected to a slider, the outer wall of the mounting sleeve is provided with a sliding groove along the axial direction, the slider is slidably connected in the sliding groove, a fixed block is fixedly connected in the sliding groove, the fixed block is located between the slider and the positioning rod, a sliding rod is horizontally slidably connected to the fixed block, one end of the sliding rod is fixedly connected to the side of the slider, a first spring is sleeved on the sliding rod, and the two ends of the first spring are respectively fixedly connected to the slider and the fixed block; the positioning rod abuts against the partition.
[0014] According to the assembled concrete structure interlayer seismic isolation structure provided by the present invention, an arc groove is opened on the outer wall of the mounting sleeve, one end of the positioning rod is fixedly connected to a ratchet, the ratchet is rotatably connected in the arc groove, a latch tooth is installed in the arc groove, and the latch tooth is limitedly matched with the ratchet.
[0015] According to the assembled concrete structure interlayer seismic isolation structure provided by the present invention, a positioning block is fixedly connected to the inner wall of the installation groove, a gap is arranged between the positioning block and the partition, one end of the positioning rod is inserted into the gap, and a side of the positioning block close to the positioning rod is arranged as an arc surface.
[0016] According to the prefabricated concrete structure interlayer seismic isolation structure provided by the present invention, the elastic seismic isolation component includes a connecting tube arranged in the rubber isolation column, annular grooves are respectively provided at both ends of the connecting tube, the mounting sleeve is inserted in the annular groove, a second spring is installed in the annular groove, the two ends of the second spring are respectively fixedly connected to the mounting sleeve and the bottom wall of the annular groove, a plurality of through holes are provided on the side wall of the connecting tube, the through holes are located between the two annular grooves, the pressure liquid enters the connecting tube through the through holes and is connected with the mounting sleeve.
[0017] According to the prefabricated concrete structure interlayer seismic isolation structure provided by the present invention, a limiting groove is provided on the inner wall of the annular groove along the axial direction, the length of the limiting groove is smaller than the length of the annular groove, a limiting block is fixedly connected to the inner wall of the mounting sleeve, and the limiting block is slidably connected in the limiting groove.
[0018] According to the assembled concrete structure inter-layer seismic isolation structure provided by the present invention, the ends of the two installation sleeves that are away from each other and the two ends of the connecting pipe are respectively fixedly connected with sealing rubber rings.
[0019] According to the assembled concrete structure inter-layer seismic isolation structure provided by the present invention, the water inlet of the deformable pressure bag is fixedly connected with a mounting pipe, and the mounting pipe passes through the partition and is inserted into the mounting sleeve;
[0020] The length of the installation pipe is greater than the distance between the partition and the end portion of the installation groove, and is less than the straight-line distance between the partition and the connecting pipe.
[0021] The present invention discloses the following technical effects:
[0022] When the present invention is working, firstly, the positioning mechanisms at both ends of the seismic isolation device are respectively inserted into the mounting grooves of the upper concrete column and the lower concrete column, and the positioning and fixing between the upper concrete and the lower concrete are realized by the positioning mechanisms, and the pressure buffer components are respectively connected to the two mounting sleeves, and the elastic seismic isolation components are installed between the two mounting sleeves, and the fixing plates are respectively fixed on the upper concrete column and the lower concrete column, and the rubber vibration isolation column is installed between the fixing plates, and the notch of the mounting groove is blocked, and the grouting is blocked through the grouting hole, and the gas in the mounting groove is discharged through the exhaust hole, and the grouting is completed to close the grouting hole, and the concrete solidifies to complete the installation of the device, and the vibration is generated between the upper concrete column and the lower concrete column, and the distance changes, and the pressure on the rubber vibration isolation column is shared by the elastic seismic isolation component and the pressure buffer component, thereby improving the working life and pressure resistance of the rubber vibration isolation column.
[0023] The present invention shares the pressure on the rubber vibration isolation column through the elastic vibration isolation component and the pressure buffer component, thereby ensuring the pressure bearing capacity and service life of the device. BRIEF DESCRIPTION OF THE DRAWINGS
[0024] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.
[0025] Figure 1 It is a structural schematic diagram of the assembled concrete structure interlayer seismic isolation structure of the present invention;
[0026] Figure 2 for Figure 1 The enlarged view of point A in the middle;
[0027] Figure 3 for Figure 1 Enlarged view of point B in the middle.
[0028] Among them, 1. upper concrete column; 2. lower concrete column; 3. installation groove; 4. installation sleeve; 5. fixing plate; 6. rubber vibration isolation column; 7. grouting hole; 8. partition; 9. installation cavity; 10. deformable pressure bag; 11. positioning rod; 12. connecting rod; 13. slider; 14. slide groove; 15. fixing block; 16. slide rod; 17. first spring; 18. ratchet; 19. positioning block; 20. connecting pipe; 21. annular groove; 22. second spring; 23. through hole; 24. sealing rubber ring; 25. installation pipe. DETAILED DESCRIPTION
[0029] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0030] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the present invention is further described in detail below with reference to the accompanying drawings and specific embodiments.
[0031] Reference Figure 1-Figure 3The present invention provides an assembled concrete structure interlayer seismic isolation structure, comprising an upper concrete column 1, a lower concrete column 2 and a seismic isolation device, wherein the upper concrete column 1 and the lower concrete column 2 are respectively provided with mounting grooves 3, and the upper and lower ends of the seismic isolation device are respectively inserted into the mounting grooves 3 of the upper concrete column 1 and the mounting grooves 3 of the lower concrete column 2, and the seismic isolation device comprises:
[0032] The mounting sleeves 4 are symmetrically arranged in two groups, the axes of the two groups of mounting sleeves 4 are collinear, and the two mounting sleeves 4 are respectively inserted into the two mounting grooves 3;
[0033] Positioning mechanism: a positioning mechanism is installed at one end of the two mounting sleeves 4 away from each other, and the positioning mechanism is located in the mounting groove 3;
[0034] The elastic seismic isolation mechanism comprises a fixing plate 5 fixed on the upper concrete column 1 and the lower concrete column 2 respectively, a rubber vibration isolation column 6 is fixed between the two fixing plates 5, an elastic seismic isolation component is arranged in the rubber vibration isolation column 6, and two mounting sleeves 4 pass through the fixing plate 5 and extend into the rubber vibration isolation column 6 to slide with the elastic seismic isolation component;
[0035] The pressure buffer assembly is respectively arranged in the two mounting grooves 3, and the pressure buffer assembly is connected to the rubber vibration isolation column 6 through the mounting sleeve 4 and the elastic vibration isolation assembly;
[0036] The side wall of the installation groove 3 is provided with a grouting hole 7 and an exhaust hole.
[0037] When the present invention is working, firstly, the positioning mechanisms at both ends of the seismic isolation device are respectively inserted into the mounting grooves 3 of the upper concrete column 1 and the lower concrete column 2, and the positioning and fixing between the upper concrete and the lower concrete are realized by the positioning mechanisms, and the pressure buffer components are respectively connected to the two mounting sleeves 4, and the elastic seismic isolation components are installed between the two mounting sleeves 4, and the fixing plates 5 are respectively fixed on the upper concrete column 1 and the lower concrete column 2, and the rubber vibration isolation column 6 is installed between the fixing plates 5, and the notch of the mounting groove 3 is blocked, and the grouting is blocked through the grouting hole 7, and the gas in the mounting groove 3 is discharged through the exhaust hole, and the grouting is completed to close the grouting hole 7, and the concrete solidifies to complete the device installation, and the vibration is generated between the upper concrete column 1 and the lower concrete column 2, and the distance changes, and the pressure on the rubber vibration isolation column 6 is shared by the elastic seismic isolation component and the pressure buffer component, thereby improving the working life and compressive resistance of the rubber vibration isolation column 6.
[0038] The present invention shares the pressure on the rubber vibration isolation column 6 through the elastic vibration isolation component and the pressure buffer component, thereby ensuring the pressure bearing capacity and service life of the device.
[0039] Further optimized solution, the pressure buffer assembly includes a partition 8 fixedly connected in the mounting groove 3, a mounting cavity 9 is formed between the partition 8 and the inner wall of the mounting groove 3, a deformable pressure bag 10 is installed in the mounting cavity 9, one end of the mounting sleeve 4 is connected to the water inlet of the deformable pressure bag 10, and the rubber vibration isolation column 6 is filled with pressure liquid, and the pressure liquid is connected through the elastic vibration isolation assembly, the mounting sleeve 4 and the deformable pressure bag 10;
[0040] The positioning mechanism is in contact with the partition plate 8 .
[0041] A further optimized solution is provided, wherein the positioning mechanism includes a positioning rod 11 rotatably connected to the outer wall of the mounting sleeve 4, a connecting rod 12 is rotatably connected to the side of the positioning rod 11, one end of the connecting rod 12 is rotatably connected to a slider 13, a sliding groove 14 is provided on the outer wall of the mounting sleeve 4 along the axial direction, the slider 13 is slidably connected in the sliding groove 14, a fixed block 15 is fixedly connected in the sliding groove 14, the fixed block 15 is located between the slider 13 and the positioning rod 11, a sliding rod 16 is horizontally slidably connected to the fixed block 15, one end of the sliding rod 16 is fixedly connected to the side of the slider 13, a first spring 17 is sleeved on the sliding rod 16, and the two ends of the first spring 17 are respectively fixedly connected to the slider 13 and the fixed block 15; the positioning rod 11 is in contact with the partition 8.
[0042] A further optimized solution is that an arc groove is opened on the outer wall of the mounting sleeve 4, one end of the positioning rod 11 is fixedly connected to a ratchet 18, the ratchet 18 is rotatably connected in the arc groove, a latch tooth is installed in the arc groove, and the latch tooth and the ratchet 18 are limitedly matched.
[0043] According to a further optimization scheme, a positioning block 19 is fixedly connected to the inner wall of the mounting groove 3, a gap is provided between the positioning block 19 and the partition 8, one end of the positioning rod 11 is inserted into the gap, and a side of the positioning block 19 close to the positioning rod 11 is provided as an arc surface.
[0044] During operation, a small angle is formed between the positioning rod 11 and the mounting sleeve 4 in the initial state. When the positioning rod 11 enters the mounting groove 3 and abuts against the partition 8 in the mounting groove 3, the first spring 17 is continuously stretched and the slider 13 slides away from the positioning rod 11. The positioning rod 11 opens and is inserted between the positioning block 19 and the partition 8. At the same time, the positioning rod 11 is locked by the structure of the ratchet 18 teeth to form a stable supporting structure. At the same time, a roller can be set at the end of the positioning rod 11 to reduce the friction between the positioning rod 11 and the partition 8.
[0045] A further optimized solution is provided, in which the elastic seismic isolation component includes a connecting tube 20 arranged in the rubber vibration isolation column 6, annular grooves 21 are respectively provided at both ends of the connecting tube 20, the mounting sleeve 4 is inserted in the annular groove 21, a second spring 22 is installed in the annular groove 21, and both ends of the second spring 22 are respectively fixedly connected to the mounting sleeve 4 and the bottom wall of the annular groove 21, a plurality of through holes 23 are provided on the side wall of the connecting tube 20, the through holes 23 are located between the two annular grooves 21, and the pressure liquid enters the connecting tube 20 through the through holes 23 and is connected with the mounting sleeve 4.
[0046] The annular groove 21 is provided so that the mounting sleeve 4 can be plugged into the connecting pipe 20 to form a connection between the two pipes. At the same time, a second spring 22 is provided in the annular groove 21. The second spring 22 assists in forming a buffer in the middle position, thereby reducing the pressure on the rubber vibration isolation column 6. At the same time, the sealing rubber provided at the end can prevent the pressurized liquid from entering the annular groove 21 and causing corrosion of the spring.
[0047] In a further optimized solution, a limiting groove is provided on the inner wall of the annular groove 21 along the axial direction, the length of the limiting groove is less than the length of the annular groove 21, and a limiting block is fixedly connected to the inner wall of the mounting sleeve 4, and the limiting block is slidably connected in the limiting groove. The setting of the limiting groove and the limiting block can form a stable sliding connection between the mounting sleeve 4 and the connecting pipe 20, thereby ensuring the stability of the device.
[0048] Further optimization scheme, the ends of the two mounting sleeves 4 that are away from each other and the two ends of the connecting pipe 20 are respectively fixedly connected with sealing rubber rings 24. The setting of the sealing rubber ring can ensure the water tightness of the device and avoid corrosion caused by contact between the internal iron material and the high-pressure liquid. In this embodiment, the high-pressure liquid is hydraulic oil or other, and pressure sensors are respectively installed in the deformable pressure bag 10 and the rubber vibration isolation column 6, and an audible and visual alarm is set outside the device. The pressure sensor is connected to the audible and visual alarm to realize the alarm function. When the pressure threshold is lower than the preset value, an alarm is issued, indicating that the vibration amplitude exceeds the limit of the device.
[0049] Further optimizing the scheme, the water inlet of the deformable pressure bag 10 is fixedly connected with a mounting pipe 25, and the mounting pipe 25 passes through the partition 8 and is inserted into the mounting sleeve 4;
[0050] The length of the installation pipe 25 is greater than the distance between the partition plate 8 and the end portion of the installation groove 3 , and is less than the straight-line distance between the partition plate 8 and the connecting pipe 20 .
[0051] The deformable pressure bag 10 can be connected to the rubber vibration isolation column 6 through the setting of the mounting tube 25. The pressure liquid in the rubber vibration isolation column 6 can enter the deformable pressure bag 10 through the through hole 23 on the connecting tube 20, the mounting sleeve 4, and the mounting tube 25. The deformable pressure bag 10 is made of high-pressure resistant material, and the inner cavity is also filled with a certain amount of pressure liquid, so that the deformable pressure bag 10 is at the critical value of deformation, and the contraction effect of high-pressure resistance is used to achieve liquid pressure buffering. The distance between the upper concrete column 1 and the lower concrete column 2 changes due to vibration, thereby compressing the rubber vibration isolation column 6, and the pressure liquid in the rubber vibration isolation column 6 is converted through the middle connecting part, thereby eliminating the acting force. At the same time, in this embodiment, a sealing baffle ring is fixed on the inner wall of the mounting sleeve 4. The sealing baffle ring is made of rubber material and abuts against the end of the mounting tube 25. The mounting tube 25 is fixed to the partition 8 to ensure the sealing of the overall liquid channel.
[0052] In the description of the present invention, it should be understood that the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside" and "outside" etc., indicating orientations or positional relationships, are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.
[0053] The embodiments described above are only descriptions of the preferred modes of the present invention, and are not intended to limit the scope of the present invention. Without departing from the design spirit of the present invention, various modifications and improvements made to the technical solutions of the present invention by ordinary technicians in this field should all fall within the protection scope determined by the claims of the present invention.
Claims
1. An assembled concrete structure inter-layer seismic isolation structure, comprising an upper concrete column (1), a lower concrete column (2) and a seismic isolation device, wherein the upper concrete column (1) and the lower concrete column (2) are respectively provided with mounting grooves (3), and the upper and lower ends of the seismic isolation device are respectively inserted into the mounting grooves (3) of the upper concrete column (1) and the mounting grooves (3) of the lower concrete column (2), characterized in that: The seismic isolation device comprises: A mounting sleeve (4), wherein two groups of the mounting sleeves (4) are symmetrically arranged, the axes of the two groups of the mounting sleeves (4) are collinear, and the two mounting sleeves (4) are respectively inserted into the two mounting grooves (3); A positioning mechanism, wherein the two ends of the two mounting sleeves (4) that are away from each other are respectively equipped with the positioning mechanism, and the positioning mechanism is located in the mounting groove (3); An elastic seismic isolation mechanism, the elastic seismic isolation mechanism comprising a fixing plate (5) fixed to the upper concrete column (1) and the lower concrete column (2) respectively, a rubber seismic isolation column (6) fixed between the two fixing plates (5), an elastic seismic isolation component arranged in the rubber seismic isolation column (6), and two mounting sleeves (4) passing through the fixing plate (5) and extending into the rubber seismic isolation column (6) to slideably cooperate with the elastic seismic isolation component; A pressure buffer assembly, wherein the pressure buffer assembly is respectively arranged in the two mounting grooves (3), and the pressure buffer assembly is connected to the rubber vibration isolation column (6) through the mounting sleeve (4) and the elastic vibration isolation assembly; Wherein, a grouting hole (7) and an exhaust hole are provided on the side wall of the installation groove (3).
2. The assembled concrete inter-layer seismic isolation structure according to claim 1, characterized in that: The pressure buffer assembly comprises a partition (8) fixedly connected to the mounting groove (3), a mounting cavity (9) is formed between the partition (8) and the inner wall of the mounting groove (3), a deformable pressure bag (10) is installed in the mounting cavity (9), one end of the mounting sleeve (4) is connected to the water inlet of the deformable pressure bag (10), the rubber vibration isolation column (6) is filled with pressure liquid, and the pressure liquid is connected through the elastic vibration isolation assembly, the mounting sleeve (4) and the deformable pressure bag (10); Wherein, the positioning mechanism is in abutment with the partition plate (8).
3. The assembled concrete inter-layer seismic isolation structure according to claim 2 is characterized by: The positioning mechanism comprises a positioning rod (11) rotatably connected to the outer wall of the mounting sleeve (4), the side of the positioning rod (11) is rotatably connected to a connecting rod (12), one end of the connecting rod (12) is rotatably connected to a slider (13), the outer wall of the mounting sleeve (4) is provided with a sliding groove (14) along the axial direction, the slider (13) is slidably connected in the sliding groove (14), a fixing block (15) is fixedly connected in the sliding groove (14), the fixing block (15) is located between the slider (13) and the positioning rod (11), a sliding rod (16) is horizontally slidably connected to the fixing block (15), one end of the sliding rod (16) is fixedly connected to the side of the slider (13), a first spring (17) is sleeved on the sliding rod (16), and the two ends of the first spring (17) are respectively fixedly connected to the slider (13) and the fixing block (15); the positioning rod (11) is in contact with the partition (8).
4. The assembled concrete inter-layer seismic isolation structure according to claim 3 is characterized by: An arc-shaped groove is formed on the outer wall of the installation sleeve (4), one end of the positioning rod (11) is fixedly connected to a ratchet (18), the ratchet (18) is rotatably connected in the arc-shaped groove, a latch tooth is installed in the arc-shaped groove, and the latch tooth is limitedly matched with the ratchet (18).
5. The assembled concrete inter-layer seismic isolation structure according to claim 3 is characterized by: A positioning block (19) is fixedly connected to the inner wall of the installation groove (3), a gap is provided between the positioning block (19) and the partition (8), one end of the positioning rod (11) is inserted into the gap, and a side of the positioning block (19) close to the positioning rod (11) is provided as an arc surface.
6. The assembled concrete inter-layer seismic isolation structure according to claim 2, characterized in that: The elastic vibration isolation component comprises a connecting tube (20) arranged in the rubber vibration isolation column (6), annular grooves (21) are respectively provided at both ends of the connecting tube (20), the mounting sleeve (4) is inserted into the annular groove (21), a second spring (22) is installed in the annular groove (21), the two ends of the second spring (22) are respectively fixedly connected to the mounting sleeve (4) and the bottom wall of the annular groove (21), a plurality of through holes (23) are provided on the side wall of the connecting tube (20), the through holes (23) are located between the two annular grooves (21), the pressure liquid enters the connecting tube (20) through the through holes (23) and communicates with the mounting sleeve (4).
7. The assembled concrete inter-layer seismic isolation structure according to claim 6, characterized in that: The inner wall of the annular groove (21) is provided with a limiting groove along the axial direction, the length of the limiting groove is smaller than the length of the annular groove (21), the inner wall of the mounting sleeve (4) is fixedly connected to a limiting block, and the limiting block is slidably connected in the limiting groove.
8. The assembled concrete inter-layer seismic isolation structure according to claim 6, characterized in that: Sealing rubber rings (24) are fixedly connected to the ends of the two installation sleeves (4) that are away from each other and to both ends of the connecting pipe (20).
9. The assembled concrete inter-layer seismic isolation structure according to claim 6, characterized in that: A mounting pipe (25) is fixedly connected to the water inlet of the deformable pressure bag (10), and the mounting pipe (25) passes through the partition (8) and is inserted into the mounting sleeve (4); The length of the mounting tube (25) is greater than the distance between the partition (8) and the end portion of the mounting groove (3), and is less than the straight-line distance between the partition (8) and the connecting tube (20).
