An assembly building connection device with shock absorption function and a method of using the same

Abstract

The invention discloses an assembled building connection device with a shock-absorbing function, comprising an assembled building wall, a shock-absorbing cavity is arranged in the assembled building wall, a rubber shock-absorbing support is arranged in the middle of the shock-absorbing cavity, damping support structures are arranged on both sides of the rubber shock-absorbing support in the shock-absorbing cavity, the width dimension of the assembled building wall on both sides of the shock-absorbing cavity is L, and the dimension of L is less than 200 mm; the damping support structure comprises an upper hinge seat and a lower hinge seat distributed up and down, the upper hinge seat is fixedly arranged on the upper side of the shock-absorbing cavity, and the lower hinge seat is fixedly arranged on the lower side of the shock-absorbing cavity, the shock-absorbing cavity is vacated on the assembled building wall by pouring and reserving, and the rubber shock-absorbing support and the damping support structure are installed therein, so as to realize shock-absorbing protection of the building in the event of an earthquake or disaster.

Description

Technical Field

[0001] The invention relates to the technical field of building shock absorption, and in particular to an assembled building connection device with shock absorption function and a use method thereof. Background Art

[0002] Buildings assembled on site from prefabricated components are called prefabricated buildings. According to the form of prefabricated components and construction methods, they are divided into five types: block buildings, plate buildings, box buildings, frame plate buildings, and lifting plate and lifting floor buildings. Since the fixed connection between building plates is mainly a hard connection, vibration and shaking can easily cause the hard connection nodes to loosen or deform. At this time, it is necessary to install a shock-absorbing device between the plates.

[0003] A shock-absorbing connection device for assembled buildings with application number 202121127605.9 comprises a first fixing seat, a second fixing seat and a telescopic rod with a telescopic adjustable length, one end of the telescopic rod is rotatably connected to the first fixing seat, and the other end is rotatably connected to the second fixing seat, and a hydraulic buffer is provided between the two ends of the telescopic rod;

[0004] Application number 202220397520.0 is a shock-absorbing connection structure for an assembled building with good shock-absorbing effect, comprising an assembled wall panel, a fixing platform is fixedly installed on one side of the assembled wall panel, a buffer seat is arranged on the side of the fixing platform away from the assembled wall panel, and fixing plates are arranged above and below the buffer seat;

[0005] In the above-mentioned prior art, the shock-absorbing connections between assembled buildings mostly use structures such as springs, hydraulic buffers and elastic plates to achieve shock absorption and buffering of the buildings, which has a significant impact on the structural stability of the assembled buildings and causes great trouble to the assembly and installation of the buildings. Summary of the invention

[0006] 1. Technical issues to be solved

[0007] The purpose of the present invention is to provide an assembled building connection device with a shock absorbing function in order to solve the above problems.

[0008] (II) Technical solution

[0009] To achieve the above object, the present invention provides the following technical solutions:

[0010] The present invention provides an assembled building connection device with a shock-absorbing function, comprising an assembled building wall, a shock-absorbing cavity is arranged in the assembled building wall, a rubber shock-absorbing support is arranged in the middle of the shock-absorbing cavity, damping support structures are arranged on both sides of the rubber shock-absorbing support in the shock-absorbing cavity, and the width dimension of the assembled building wall on both sides of the shock-absorbing cavity is L, and the dimension of L is less than 200 mm;

[0011] The damping support structure includes an upper hinge seat and a lower hinge seat distributed up and down, the upper hinge seat is fixedly arranged on the inner upper side of the shock-absorbing cavity, the lower hinge seat is fixedly arranged on the inner lower side of the shock-absorbing cavity, a viscous damper is hinged between the lower side of the upper hinge seat and the upper side of the lower hinge seat, a rigid rod support structure is arranged between the upper hinge seat and the inner lower side of the shock-absorbing cavity and between the lower hinge seat and the inner upper side of the shock-absorbing cavity, and an elastic rod support structure is arranged between the upper and lower sides of the shock-absorbing cavity between the two rigid rod support structures.

[0012] Furthermore, an upper supporting plate is arranged on the upper side of the assembled building wall, an embedded guard plate is fixedly arranged on the inner side wall of the shock-absorbing cavity, and the shape of the embedded guard plate is a rectangular ring with a hollow interior, and the upper and lower sides of the rubber shock-absorbing support are fixedly arranged on the upper and lower sides of the inner part of the embedded guard plate, the upper hinge seat is fixedly arranged on the inner upper side of the embedded guard plate, and the lower hinge seat is fixedly arranged on the inner lower side of the embedded guard plate;

[0013] It also includes an installation platform, a lower support plate is fixedly arranged on the upper side of the installation platform, a number of evenly distributed positioning columns are fixedly connected to the upper side of the lower support plate, and a bottom socket corresponding to the positioning columns is opened on the bottom side of the assembled building wall.

[0014] Furthermore, the two rigid rod support structures are symmetrically distributed with the viscous damper as the center, and the rigid rod support structures include rigid support columns, wherein the upper end of the rigid support column of one rigid rod support structure is fixedly connected to the upper side of the interior of the embedded guard plate, and the lower end of the rigid support column of the other rigid rod support structure is fixedly connected to the lower side of the interior of the embedded guard plate, and support pads corresponding to each rigid support column are provided on the inner side of the embedded guard plate, and there is a gap between each rigid support column and the corresponding support pad, and the size of the gap is 2mm-6mm, and the support pad is made of rubber material.

[0015] Furthermore, the elastic rod supporting structure includes an upper fixing plate and a lower fixing plate, one end of the upper fixing plate is fixedly connected to the upper hinge seat, one end of the lower fixing plate is fixedly connected to the lower hinge seat, two elastic support plates are arranged between the upper and lower fixing plates, the upper and lower ends of the two elastic support plates are fixedly connected to fixing blocks, the two corresponding fixing blocks at the upper and lower ends are fixedly connected to each other by bolts, and the elastic support plate has an arc shape.

[0016] Furthermore, a casting cavity is provided inside the assembled building wall below the shock-absorbing cavity, the bottom socket is connected to the inside of the casting cavity, a plurality of evenly distributed plug sleeves are fixedly connected to the lower side of the embedded guard plate, an upper socket corresponding to the plug sleeves is provided on the inner bottom side of the shock-absorbing cavity, the upper socket is connected to the inside of the casting cavity, and when the upper side of the lower supporting plate abuts against the lower side of the assembled building wall, the upper end of the positioning column is inserted into the casting cavity and connected to the plug sleeves.

[0017] Furthermore, a plurality of casting holes are provided on the outer wall of the assembled building wall body near the casting cavity, wherein the casting holes include casting holes and outlet holes, the casting holes are provided at the bottom side near the casting cavity, and the outlet holes are provided at the top side near the casting cavity, and each casting hole is detachably connected with a sealing plug.

[0018] Furthermore, side wall panels are provided on both sides of the assembled building wall, and a panel is fixedly provided on one side of the side wall panel close to the casting cavity. When the side wall panel and the assembled building wall are connected to each other, the panel and the casting cavity are connected to each other. Two or more connecting columns are also fixedly connected to one side of the side wall panel close to the casting cavity, and positioning connecting holes corresponding to the connecting columns are opened on the assembled building wall.

[0019] Furthermore, a plurality of evenly distributed first steel support rods are fixedly connected to each other between the top side of the embedded guard plate and the lower side of the upper support plate, and the first steel support rods are embedded in the assembled building wall. A plurality of evenly distributed second steel support rods are fixedly connected to the bottom side of the embedded guard plate, and the second steel support rods are embedded in the assembled building wall and in the casting cavity.

[0020] A method for using an assembled building connection device with a shock-absorbing function comprises the following steps:

[0021] S1: Under the support of the embedded guard plate, the upper support plate and the lower support plate, the first steel bar support rod and the second steel bar support rod are tied and installed, and then the assembled building wall is cast and formed, and then the lower support plate is disassembled and fixedly connected to the installation platform;

[0022] S2: A shock-absorbing cavity is reserved under the support of the embedded guard plate, and a casting cavity is reserved in the assembled building wall to form an upper plug hole and a bottom plug hole connected to the inside of the casting cavity;

[0023] S3: After the assembled building wall is hoisted, the bottom plug hole provided on the bottom side of the assembled building wall is plugged into the positioning column, the upper end of the positioning column is inserted into the casting cavity and connected with the plug sleeve, and then concrete is added into the casting cavity through the casting hole, and the casting hole is sealed with a sealing plug;

[0024] S4: The upper hinge seat and the lower hinge seat of the damping support structure are fixedly arranged in the embedded guard plate, a viscous damper is arranged between the upper hinge seat and the lower hinge seat, and the end of the rigid support column is fixedly connected to the embedded guard plate.

[0025] (III) Beneficial effects

[0026] Compared with the prior art, the present invention has the following beneficial effects:

[0027] 1. A shock-absorbing cavity is reserved by pouring on the wall of the assembled building, in which a rubber shock-absorbing bearing and a damping support structure are installed, so as to realize shock-absorbing protection for the building in the event of earthquakes and disasters;

[0028] 2. During vibration, the rigid support column and the support pad will come into contact with each other, thereby achieving rigid support for the entire building and maintaining the stability of the entire building. Before the rigid support column and the support pad come into contact, the elastic buffering of the viscous damper and the elastic rod support structure will not be affected;

[0029] 3. The elastic support plate can dampen and buffer small vibrations. When the vibration intensity exceeds a certain value, the elastic support plate will achieve the damping effect on the entire building through its own deformation;

[0030] 4. At the same time, the side wall panels can also shield and seal the casting cavity, preventing debris from being placed in the casting cavity and causing adverse effects on the shock absorption function;

[0031] 5. When pouring concrete cement into the casting cavity, the concrete cement can be poured into the casting cavity from the pouring hole. The cement is injected into the casting cavity from bottom to top, which can avoid the occurrence of hollowing in the casting cavity;

[0032] 6. The embedded guard plate is in the shape of a hollow cuboid, which can be used to reserve and form a shock-absorbing cavity when pouring the assembled building wall, and can fix and support the inner wall of the shock-absorbing cavity, as well as reserve and form the casting cavity in the assembled building wall;

[0033] 7. The positioning column can support and strengthen the structural strength of the lower main body of the assembled building wall, and can realize the assembly and fixed connection between the assembled building wall and the lower supporting plate. BRIEF DESCRIPTION OF THE DRAWINGS

[0034] 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 or the description of the prior art 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.

[0035] Figure 1 It is a main structural schematic diagram of the present invention;

[0036] Figure 2 The present invention Figure 1 A right view structural diagram of ;

[0037] Figure 3 The present invention Figure 1 AA cross-sectional structural diagram;

[0038] Figure 4 The present invention Figure 2 BB cross-sectional structure diagram;

[0039] Figure 5 It is a three-dimensional structural schematic diagram of the present invention;

[0040] Figure 6 The present invention Figure 1 A schematic diagram of the local enlarged structure at C;

[0041] Figure 7 The present invention Figure 5 A partial enlarged schematic diagram of the structure at D;

[0042] Figure 8 It is a schematic diagram of the cross-sectional structure of the support pad of the present invention.

[0043] The accompanying drawings are marked as follows: 1. Assembled building wall; 2. Shock-absorbing cavity; 3. Embedded guard plate; 4. Upper support plate; 5. Damping support structure; 501. Elastic support plate; 502. Rigid support column; 503. Support pad; 504. Upper hinge seat; 505. Viscous damper; 506. Lower hinge seat; 507. Upper fixed plate; 508. Lower fixed plate; 509. Fixed block; 510. Positioning groove; 6. Side wall panel; 7. Casting cavity; 8. Rubber shock-absorbing support; 9. Installation platform; 10. Lower support plate; 11. Positioning column; 12. Sealing plug; 13. First steel support rod; 14. Plug sleeve; 15. Upper socket; 16. Bottom socket; 17. Casting hole; 18. Second steel support rod; 19. Connecting column; 20. Panel; 21. Positioning connecting hole. DETAILED DESCRIPTION

[0044] In order to make the purpose, technical scheme and advantages of the present invention clearer, the technical scheme of the present invention will be described in detail below. 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 implementation methods obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0045] See also Figure 1-8As shown, the present invention provides an assembled building connection device with a shock-absorbing function, comprising an assembled building wall 1, a shock-absorbing cavity 2 is arranged in the assembled building wall 1, a rubber shock-absorbing support 8 is arranged at the middle position of the shock-absorbing cavity 2, and damping support structures 5 are arranged on both sides of the rubber shock-absorbing support 8 located in the shock-absorbing cavity 2. The width dimension of the assembled building wall 1 located on both sides of the shock-absorbing cavity 2 is L, and the dimension of L is less than 200 mm. In actual application, the shock-absorbing cavity 2 is vacated on the assembled building wall 1 by pouring and reserving, and the rubber shock-absorbing support is installed therein. 8 and the damping support structure 5 can realize the shock absorption protection of the building in the case of earthquakes and disasters, and the size of L can be 100mm, which can not only avoid the damping support structure 5 and the rubber shock-absorbing support 8 not having the shock absorption effect in the case of earthquakes due to the excessive size, but also avoid the assembled building wall 1 not having the corresponding rigid support as a whole due to the excessive size. When an earthquake occurs, when the vibration intensity exceeds a certain value, the assembled building wall 1 with a width of L will break and fracture, and the damping support structure 5 and the rubber shock-absorbing support 8 cooperate to realize the shock absorption support of the building;

[0046] See the instruction manual Figure 1 , 4 As shown in Figures 6 and 7, the damping support structure 5 includes an upper hinge seat 504 and a lower hinge seat 506 which are distributed up and down. The upper hinge seat 504 is fixedly arranged on the inner upper side of the shock-absorbing cavity 2, and the lower hinge seat 506 is fixedly arranged on the inner lower side of the shock-absorbing cavity 2. A viscous damper 505 is hinged between the lower side of the upper hinge seat 504 and the upper side of the lower hinge seat 506. A rigid rod support structure is arranged between the upper hinge seat 504 and the inner lower side of the shock-absorbing cavity 2 and between the lower hinge seat 506 and the inner upper side of the shock-absorbing cavity 2. An elastic rod support structure is arranged between the upper and lower sides of the shock-absorbing cavity 2 between the two rigid rod support structures.

[0047] An upper supporting plate 4 is arranged on the upper side of the assembled building wall 1. In actual application, the upper supporting plate 4 is connected with the assembled building wall 1 during the prefabrication and casting process of the assembled building wall 1, so that it can be prefabricated with the model of the building wall 1, and can also realize the protection of the upper side of the assembled building wall 1 thereafter. An embedded guard plate 3 is fixedly arranged on the inner side wall of the shock-absorbing cavity 2. The outer shape of the embedded guard plate 3 is a rectangular ring with a hollow interior. The upper and lower sides of the rubber shock-absorbing support 8 are fixedly arranged on the upper and lower sides of the inner part of the embedded guard plate 3, the upper hinge seat 504 is fixedly arranged on the inner upper side of the embedded guard plate 3, and the lower hinge seat 506 is fixedly arranged on the inner lower side of the embedded guard plate 3; it also includes an installation platform 9, and a lower supporting plate 10 is fixedly arranged on the upper side of the installation platform 9, and a plurality of evenly distributed positioning columns 11 are fixedly connected to the upper side of the lower supporting plate 10, and a bottom jack 16 corresponding to the positioning columns 11 is opened on the bottom side of the assembled building wall 1.

[0048] The two rigid rod support structures are symmetrically distributed with the viscous damper 505 as the center, and the rigid rod support structure includes a rigid support column 502, wherein the upper end of the rigid support column 502 of one rigid rod support structure is fixedly connected to the upper side of the inner part of the embedded guard plate 3, and the lower end of the rigid support column 502 of the other rigid rod support structure is fixedly connected to the lower side of the inner part of the embedded guard plate 3, and the inner side of the embedded guard plate 3 is provided with support pads 503 corresponding to each rigid support column 502, and there is a gap between each rigid support column 502 and its corresponding support pad 503, and the size of the gap is 2mm-6mm. The support pad 503 is made of rubber material, and a hemispherical positioning groove 510 is provided on the side of the support pad 503 close to the rigid support column 502. Through the above-mentioned specific structural design, under normal conditions and without up and down vibration, the rigid support column 502 and the support pad 503 are in a non-contact state. When an earthquake occurs and the vibration intensity exceeds a certain value, the assembled building wall 1 with a width of L will break and fracture. At this time, when vibrating, the rigid support column 502 and the support pad 503 will contact and abut, thereby achieving rigid support for the entire building and maintaining the stability of the entire building.

[0049] The elastic rod support structure includes an upper fixing plate 507 and a lower fixing plate 508, one end of the upper fixing plate 507 is fixedly connected to the upper hinge seat 504, one end of the lower fixing plate 508 is fixedly connected to the lower hinge seat 506, and two elastic support plates 501 are arranged between the upper and lower fixing plates 507 and 508. The upper and lower ends of the two elastic support plates 501 are fixedly connected with fixed blocks 509, and the two corresponding fixed blocks 509 at the upper and lower sides are fixedly connected to each other by bolts, and the elastic support plates 501 have an arc shape. Through the above-mentioned specific structural design, under normal conditions and without up and down vibration, the elastic support plates 501 are used to dampen and buffer small vibrations, and when the vibration intensity exceeds a certain value, the elastic support plates 501 will achieve the damping effect on the entire building through their own deformation.

[0050] A casting cavity 7 is provided inside the assembled building wall 1 located below the shock-absorbing cavity 2, and a bottom plug hole 16 is communicated with the inside of the casting cavity 7. A plurality of evenly distributed plug sleeves 14 are fixedly connected to the lower side of the embedded guard plate 3. An upper plug hole 15 corresponding to the plug sleeves 14 is provided on the inner bottom side of the shock-absorbing cavity 2, and the upper plug hole 15 is communicated with the inside of the casting cavity 7. When the upper side of the lower supporting plate 10 abuts against the lower side of the assembled building wall 1, the upper end of the positioning column 11 is inserted into the casting cavity 7 and connected with the plug sleeves 14. In actual application, after the upper end of the positioning column 11 is inserted into the casting cavity 7 and connected with the plug-in sleeve 14, concrete cement can be poured into the casting cavity 7. After the concrete cement in the casting cavity 7 solidifies, the fixed connection between the positioning column 11 and the plug-in sleeve 14 can be achieved. The positioning column 11 can also achieve structural reinforcement of the lower main body of the assembled building wall 1, and achieve an assembled fixed connection between the assembled building wall 1 and the lower support plate 10.

[0051] A plurality of pouring holes 17 are provided on the outer wall of the assembled building wall 1 near the pouring cavity 7, wherein the pouring holes 17 include pouring holes and outlet holes, the pouring holes are provided near the bottom side of the pouring cavity 7, and the outlet holes are provided near the top side of the pouring cavity 7, and a sealing plug 12 is detachably connected in each pouring hole 17. Through the above-mentioned specific structural design, when pouring concrete cement into the pouring cavity 7, the concrete cement can be poured into the pouring cavity 7 from the pouring holes, and the cement is injected into the pouring cavity 7 from bottom to top, which can avoid the occurrence of hollowing in the pouring cavity 7, and the pouring can be stopped until the cement flows out from the outlet hole in a cylindrical shape, and then the sealing plug 12 can be used to seal each pouring hole 17.

[0052] Side wall panels 6 are arranged on both sides of the assembled building wall 1. A panel 20 is fixedly arranged on one side of the side wall panel 6 close to the casting cavity 7. When the side wall panel 6 and the assembled building wall 1 are connected to each other, the panel 20 and the casting cavity 7 are connected to each other. Two or more connecting columns 19 are also fixedly connected to one side of the side wall panel 6 close to the casting cavity 7. Positioning connection holes corresponding to the connecting columns 19 are opened on the assembled building wall 1. In practical applications, the side wall panel 6 can be made of thermal insulation material to improve the thermal insulation effect of the assembled building wall 1. At the same time, the side wall panel 6 can also play a role in shielding and sealing the casting cavity 7 to prevent the presence of debris in the casting cavity 7 from adversely affecting the shock absorption function. In addition to playing a role in positioning and connecting with the casting cavity 7, the panel 20 can also play a role in thickening and strengthening the side wall panel 6 at the casting cavity 7.

[0053] A plurality of evenly distributed first steel bars 13 are fixedly connected to each other between the top side of the embedded guard plate 3 and the lower side of the upper support plate 4. The first steel bars 13 are embedded in the assembled building wall 1. A plurality of evenly distributed second steel bars 18 are fixedly connected to the bottom side of the embedded guard plate 3. The second steel bars 18 are embedded in the assembled building wall 1 and in the casting cavity 7.

[0054] Working principle:

[0055] Under the support of the embedded guard plate 3, the upper support plate 4 and the lower support plate 10, the first steel bar support rod 13 and the second steel bar support rod 18 are tied and fixedly installed, and then the assembled building wall 1 is cast and formed, and then the lower support plate 10 is disassembled and fixedly connected to the installation platform 9;

[0056] A shock-absorbing cavity 2 is reserved under the support of the embedded guard plate 3, wherein the outer shape of the embedded guard plate 3 is a hollow rectangular parallelepiped, which is used to fix and support the inner wall of the shock-absorbing cavity 2, and to reserve and shape the casting cavity 7 in the assembled building wall 1, and form an upper plug hole 15 and a bottom plug hole 16 connected to the inside of the casting cavity 7; in actual application, the upper plug hole 15 is directly cast by the plug sleeve 14 fixedly connected to the lower side of the embedded guard plate 3. During casting, a protective plug block is filled in the plug sleeve 14, and it can be pulled out after casting is completed;

[0057] After the assembled building wall 1 is hoisted, the bottom plug hole 16 provided on the bottom side of the assembled building wall 1 is plugged into the positioning column 11, the upper end of the positioning column 11 is inserted into the casting cavity 7 and connected with the plug sleeve 14, and then concrete is added into the casting cavity 7 through the casting hole 17, and the casting hole 17 is sealed by the sealing plug 12; wherein cement is poured into the casting hole until it overflows to the outlet hole and is discharged in a cylindrical shape;

[0058] The upper hinge seat 504 and the lower hinge seat 506 of the damping support structure 5 are fixedly arranged in the embedded guard plate 3, a viscous damper 505 is arranged between the upper hinge seat 504 and the lower hinge seat 506, and the end of the rigid support column 502 is fixedly connected to the embedded guard plate 3.

[0059] The above is only a specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art can easily think of changes or substitutions within the technical scope disclosed by the present invention, which should be included in the protection scope of the present invention. Therefore, the protection scope of the present invention should be based on the protection scope of the claims.

Claims

1. An assembly building connection device with a shock-absorbing function, characterized in that: The invention comprises an assembled building wall (1), wherein a shock absorbing cavity (2) is arranged in the assembled building wall (1), a rubber shock absorbing support (8) is arranged in the middle of the shock absorbing cavity (2), damping support structures (5) are arranged on both sides of the rubber shock absorbing support (8) located in the shock absorbing cavity (2), and the assembled building wall (1) located on both sides of the shock absorbing cavity (2) has a width dimension L, and the dimension L is less than 200 mm; The damping support structure (5) comprises an upper hinge seat (504) and a lower hinge seat (506) which are arranged in an upper and lower manner, the upper hinge seat (504) being fixedly arranged on the upper side of the interior of the shock absorbing cavity (2), the lower hinge seat (506) being fixedly arranged on the lower side of the interior of the shock absorbing cavity (2), a viscous damper (505) being hingedly connected between the lower side of the upper hinge seat (504) and the upper side of the lower hinge seat (506), a rigid rod support structure being arranged between the upper hinge seat (504) and the lower side of the interior of the shock absorbing cavity (2) and between the lower hinge seat (506) and the upper side of the interior of the shock absorbing cavity (2), and an elastic rod support structure being arranged between the upper and lower sides of the interior of the shock absorbing cavity (2) between the two rigid rod support structures; An upper supporting plate (4) is arranged on the upper side of the assembled building wall (1); an embedded protecting plate (3) is fixedly arranged on the inner side wall of the shock-absorbing cavity (2); the outer shape of the embedded protecting plate (3) is a rectangular ring with a hollow interior; the upper and lower sides of the rubber shock-absorbing support (8) are fixedly arranged on the upper and lower sides of the inner part of the embedded protecting plate (3); the upper hinge seat (504) is fixedly arranged on the upper side of the inner part of the embedded protecting plate (3); and the lower hinge seat (506) is fixedly arranged on the lower side of the inner part of the embedded protecting plate (3); It also comprises an installation platform (9), a lower support plate (10) being fixedly arranged on the upper side of the installation platform (9), a plurality of evenly distributed positioning columns (11) being fixedly connected to the upper side of the lower support plate (10), and a bottom plug hole (16) being connected to the positioning columns (11) in a one-to-one corresponding manner is provided on the bottom side of the assembled building wall (1); A casting cavity (7) is provided inside the assembled building wall (1) located below the shock-absorbing cavity (2), the bottom plug hole (16) is connected to the inside of the casting cavity (7), a plurality of evenly distributed plug sleeves (14) are fixedly connected to the lower side of the embedded guard plate (3), an upper plug hole (15) corresponding to the plug sleeves (14) is provided on the bottom side of the shock-absorbing cavity (2), the upper plug hole (15) is connected to the inside of the casting cavity (7), and when the upper side of the lower support plate (10) abuts against the lower side of the assembled building wall (1), the upper end of the positioning column (11) is inserted into the casting cavity (7) and connected to the plug sleeve (14); The assembled building wall (1) is provided with a plurality of casting holes (17) on the outer wall near the casting cavity (7), wherein the casting holes (17) include casting holes and outlet holes, the casting holes are provided at the bottom side near the casting cavity (7), and the outlet holes are provided at the top side near the casting cavity (7), and each casting hole (17) is detachably connected with a sealing plug (12).

2. The assembly building connection device with shock absorption function according to claim 1, characterized in that: The two rigid rod support structures are symmetrically distributed with the viscous damper (505) as the center, and the rigid rod support structures include rigid support columns (502), wherein the upper end of the rigid support column (502) of one rigid rod support structure is fixedly connected to the upper side of the interior of the embedded guard plate (3), and the lower end of the rigid support column (502) of the other rigid rod support structure is fixedly connected to the lower side of the interior of the embedded guard plate (3), and the inner side of the embedded guard plate (3) is provided with support pads (503) corresponding to each rigid support column (502) one by one, and there is a gap between each rigid support column (502) and the corresponding support pad (503), and the size of the gap is 2mm-6mm, and the support pad (503) is made of rubber material.

3. The assembly building connection device with shock absorption function according to claim 2, characterized in that: The elastic rod support structure comprises an upper fixing plate (507) and a lower fixing plate (508), one end of the upper fixing plate (507) is fixedly connected to the upper hinge seat (504), one end of the lower fixing plate (508) is fixedly connected to the lower hinge seat (506), two elastic support plates (501) are arranged between the upper fixing plate (507) and the lower fixing plate (508), the upper and lower ends of the two elastic support plates (501) are fixedly connected to fixing blocks (509), the two corresponding fixing blocks (509) at the upper and lower ends are fixedly connected to each other by bolts, and the elastic support plate (501) has an arc shape.

4. The assembly building connection device with shock absorption function according to claim 3, characterized in that: Side wall panels (6) are arranged on both sides of the assembled building wall (1); a panel (20) is fixedly arranged on one side of the side wall panel (6) close to the casting cavity (7); when the side wall panel (6) and the assembled building wall (1) are connected to each other, the panel (20) and the casting cavity (7) are connected to each other; one side of the side wall panel (6) close to the casting cavity (7) is also fixedly connected to two or more connection columns (19); and positioning connection holes corresponding to the connection columns (19) are opened on the assembled building wall (1).

5. The assembly building connection device with shock absorption function according to claim 4, characterized in that: A plurality of evenly distributed first steel bars (13) are fixedly connected to each other between the top side of the embedded guard plate (3) and the bottom side of the upper support plate (4); the first steel bars (13) are embedded in the assembled building wall (1); a plurality of evenly distributed second steel bars (18) are fixedly connected to the bottom side of the embedded guard plate (3); the second steel bars (18) are embedded in the assembled building wall (1) and in the casting cavity (7).

6. The method for using the assembly building connection device with a shock absorbing function according to claim 5, characterized in that: The following steps are involved: S1: Under the support of the embedded guard plate (3), the upper support plate (4) and the lower support plate (10), the first steel support rod (13) and the second steel support rod (18) are tied and installed, and then the assembled building wall (1) is cast and formed, and then the lower support plate (10) is disassembled and fixedly connected to the installation platform (9); S2: pre-forming a shock-absorbing cavity (2) supported by the embedded guard plate (3), and pre-forming a casting cavity (7) in the assembled building wall (1), and forming an upper plug hole (15) and a bottom plug hole (16) communicating with the inside of the casting cavity (7); S3: After the assembled building wall (1) is hoisted, the bottom plug hole (16) provided on the bottom side of the assembled building wall (1) is plugged into the positioning column (11), the upper end of the positioning column (11) is inserted into the casting cavity (7) and connected to the plug sleeve (14), then concrete is added into the casting cavity (7) through the casting hole (17), and the casting hole (17) is sealed by the sealing plug (12); S4: The upper hinge seat (504) and the lower hinge seat (506) of the damping support structure (5) are fixedly arranged in the embedded guard plate (3), a viscous damper (505) is arranged between the upper hinge seat (504) and the lower hinge seat (506), and the end of the rigid support column (502) is fixedly connected to the embedded guard plate (3).

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