CN218894449U - Anti-seismic reinforcing mechanism for building - Google Patents

Abstract

The utility model relates to the technical field of earthquake resistance and discloses an earthquake resistance reinforcing mechanism for a building, which comprises a plurality of upper side support plates, wherein the upper side support plates are fixedly provided with upper bottom support plates at the positions, which are close to the lower side, of one side end surface of a connecting center column, and the upper side support plates are movably provided with upper fixing plates at the positions, which are close to the upper side, of one side end surface of the connecting center column. According to the utility model, the mechanism wraps the erecting cross beam and the constructional column through various bearing plates and fixing plates, is installed in a clamping mode, does not need to be perforated and fixed, does not damage the concrete of the original structure of the beam column, is stronger and not easy to fall off after being installed compared with the mechanism through bolt connection, reinforces the beam column connection position of a building which is easy to damage in an earthquake, and assists in bearing more earthquake stress, so that the building is protected, and has excellent compatibility to beam column structures with different sizes.

Description

Anti-seismic reinforcing mechanism for building

Technical Field

The utility model relates to the technical field of earthquake resistance, in particular to an earthquake resistance reinforcing mechanism for a building.

Background

The earthquake is a natural disaster which causes serious harm to the building, the earthquake is temporary, a strict test is formed on the integrity and the firmness of the beam-column structure of the building, the beam-column connecting position of the building continuously bears strong stress bending moment and shearing stress, the damage of the beam-column connecting position is the most main reason for causing the building to be collapsed by the earthquake, and the earthquake can be reinforced through the beam-column connecting position which is easy to damage in the earthquake besides reinforcing the self structure of the building, so that the beam-column structure is helped to share the earthquake stress, and the function of improving the earthquake resistance level of the building is realized.

Through searching, the prior patent (publication number: CN 213926836U) discloses an assembled building earthquake-resistant structure, and the technology of the patent comprises a mounting column main body, wherein a fixed mounting mechanism is arranged on the outer surface of the lower end of the mounting column main body, a connecting ring is arranged on the outer surface of the upper end of the mounting column main body, a protecting sleeve and a combined earthquake-resistant mechanism are arranged on the outer surface of one side of the mounting column main body, and the combined earthquake-resistant mechanism is positioned at the upper end of the protecting sleeve. According to the assembled building earthquake-resistant structure, the arranged earthquake-resistant mounting blocks are made of hard rubber, the assembly function is achieved while the buffer function is achieved, the first reinforced steel plate and the second reinforced steel plate are matched for use, the effective reinforcement function can be achieved, the earthquake-resistant function can be further improved, the earthquake-resistant plate and the earthquake-resistant mounting blocks are assembled in a triangular mode, the earthquake-resistant effect can be improved by utilizing triangular stability, and the aim of improving the practicability of the device is achieved, however, the patent has the following defects that the earthquake-resistant structure is convenient to use and convenient to install;

1. the connecting mechanism of the patent needs to be installed and fixed by drilling an implanted bolt on the surface of the beam column structure, the shearing-resistant section area of the beam column can be reduced by drilling the hole on the surface of the beam column, the shearing resistance and the bending strength of the beam column structure are reduced, and the structural strength of the beam column is weakened to a certain extent when the connecting mechanism is installed;

2, the connecting member is only arranged at the inner angle position of the joint of the beam and the column, and does not completely wrap the beam and the column structure, so that the bolts are easy to fall off from the concrete along with the shaking of the building when an earthquake happens, and the reinforcing structure is disabled;

accordingly, a person skilled in the art provides an earthquake-resistant reinforcement mechanism for construction to solve the problems set forth in the background art.

Disclosure of Invention

The utility model aims to solve the defects in the prior art, and provides an earthquake-resistant reinforcing mechanism for a building, which wraps a erecting cross beam and a constructional column through various bearing plates and fixing plates, is installed in a clamping mode, does not need to be perforated and fixed, does not damage the concrete of the original structure of the beam column, is stronger and not easy to fall off after being installed compared with the mechanism through bolt connection, reinforces the beam column connection position of the building which is easy to damage in an earthquake, and assists in bearing more earthquake stress, thereby protecting the building and having excellent compatibility to beam column structures with different sizes.

In order to achieve the above purpose, the present utility model provides the following technical solutions:

the anti-seismic reinforcing mechanism for the building comprises an upper reinforcing module and a lower reinforcing module, wherein a connecting center column is fixedly connected between the upper reinforcing module and the lower reinforcing module;

the upper reinforcing module comprises a plurality of upper side support plates, wherein the upper side support plates are fixedly provided with upper bottom support plates at the positions close to the lower side of the end faces of one side of the upper side support plates far from the connecting center column, the upper side support plates are movably provided with upper fixing plates at the positions close to the upper side of the end faces of one side of the upper side support plates far from the connecting center column, the lower reinforcing module comprises a plurality of lower side support plates, and the lower side support plates are movably provided with lower fixing plates at the positions close to the upper side of the end faces of one side of the lower side support plates far from the connecting center column;

through above-mentioned technical scheme, connect the center post and provide the structure connection effect between upper portion reinforcement module and the lower part reinforcement module, make upper portion reinforcement module and lower part reinforcement module form a whole mechanism to this is strengthened the beam column hookup location of building in the earthquake easily destroyed, and this mechanism wraps up the erection crossbeam through upper portion fixed plate, upper portion bottom carrier plate and upper portion side carrier plate, wraps up the constructional column through lower part side carrier plate and lower part fixed plate, with this consolidates erection crossbeam and constructional column junction, fixes through the fixed mode of centre gripping parcel, need not to use the bolt to punch on beam column structure and fix, does not destroy beam column structure surface concrete, and the parcel nature is strong also difficult for making the mechanism drop, and the shock-proof reinforcement effect is better.

Further, an upper threaded bearing seat is fixedly arranged on the upper end surface of the upper fixing plate near the two sides, upper strip-shaped holes are formed in the upper side of the upper side bearing plate near the two sides in a penetrating manner, upper screw rods are movably sleeved in the upper strip-shaped holes, and one ends, close to the upper threaded bearing seat, of the upper screw rods are respectively sleeved in the upper threaded bearing seat in a threaded manner;

through the technical scheme, when installing upper portion reinforcement module, the relative height position of upper portion screw rod and upper portion side carrier plate is adjusted to the size according to the constructional column to be favorable to being provided with in upper portion bar hole, and the convenience is when protecting the not unidimensional stand crossbeam of portion, upper portion screw rod can all fix upper portion fixed plate.

Further, an upper sliding groove seat is fixedly arranged at the middle position of the upper side support plate, which is close to the upper side of the upper fixing plate, and an upper sliding bar is fixedly arranged at the upper end surface of the upper fixing plate, which is close to the upper sliding groove seat, and is arranged in the upper sliding groove seat in a sliding manner;

through above-mentioned technical scheme, when installing upper portion reinforcing module, slide from top to bottom in upper portion spout seat through upper portion draw runner, make the relative altitude position of upper portion fixed plate and upper portion side carrier plate adjust according to the size of erecting the crossbeam, make upper portion fixed plate laminate the surface of erecting the crossbeam completely, guarantee the laminating, make upper portion reinforcing module be applicable to not unidimensional erecting the crossbeam.

Further, the upper reinforcing plate is fixedly arranged at the position, close to the edge, of the end face of one side, far away from the upper fixing plate, of the upper side support plate;

through the technical scheme, the overall structural strength and the shear strength of the upper side bearing plate are improved.

Further, a lower threaded bearing seat is fixedly arranged in the center of the rear end face of the lower fixing plate, a lower strip-shaped hole is formed in the middle of one side, far away from the connecting center column, of the front end face of the lower side support plate in a penetrating manner, a lower screw rod is movably sleeved in the lower strip-shaped hole, and the rear end of the lower screw rod penetrates through the lower strip-shaped hole and is sleeved in the lower threaded bearing seat in a threaded manner;

through the technical scheme, when installing the lower reinforcing module, the relative horizontal position of lower screw rod and lower side carrier plate is adjusted to the size of constructional column to be favorable to being provided with of lower bar hole, and the constructional column of being convenient for in the different sizes of portion is protected, lower screw rod can both be fixed to the lower fixed plate.

Further, the rear end surface of the lower side support plate is fixedly provided with lower chute seats close to the upper side and the lower side, the lower fixing plate is fixedly provided with lower sliding strips close to the lower chute seats, and the lower sliding strips are respectively and slidably arranged in the lower chute seats;

through the technical scheme, when the lower reinforcing module is installed, the lower sliding strip horizontally slides in the lower sliding groove seat, so that the relative horizontal position of the lower fixing plate and the lower side support plate is adjusted according to the size of the constructional column, the lower fixing plate is completely attached to the surface of the constructional column, attachment is guaranteed, and the lower reinforcing module is applicable to constructional columns with different sizes.

Further, the front end surface of the lower side support plate is fixedly provided with lower reinforcing plates near the upper and lower edges, and the upper and lower edges of the rear end surface of the lower fixing plate are fixedly provided with lower reinforcing ridges;

through the technical scheme, the lower side bearing plate and the lower fixing plate are used for improving the integral mechanism strength and the shear strength of the lower side bearing plate and the lower fixing plate.

Further, a plurality of connection reinforcing ridges are fixedly arranged at the upper end of the connection center column;

through the technical scheme, the structure integral strength and the shear strength of the connecting center column are enhanced.

The utility model has the following beneficial effects:

1. according to the anti-seismic reinforcing mechanism for the building, the erected cross beam and the constructional column are wrapped through the plurality of bearing plates and the plurality of fixing plates, the anti-seismic reinforcing mechanism is installed in a clamping mode, bolts are not required to be planted on the surface of the beam column in a punching and implanting mode to fix the beam column, concrete of the original structure of the beam column is not damaged, and the structural strength of the beam column is not weakened to a certain extent during installation of the mechanism.

2. According to the anti-seismic reinforcing mechanism for the building, disclosed by the utility model, the beam-column connecting structure is clamped and wrapped by the plurality of bearing plates and the fixing plates in a plurality of directions, so that the anti-seismic reinforcing mechanism is firmer and not easy to fall off after being installed by being connected with the mechanism through bolts, the beam-column connecting position of the building, which is easy to damage, is reinforced, and more seismic stress is assisted to be born, so that the building is protected.

3. According to the anti-seismic reinforcing mechanism for the building, provided by the utility model, the movable upper fixing plate and the movable lower fixing plate are arranged, and the anti-seismic reinforcing mechanism is installed and fixed after being moved to proper relative positions, so that excellent compatibility can be realized for beam-column structures with different sizes, and the applicability is greatly improved.

Drawings

FIG. 1 is an isometric view of the present utility model;

FIG. 2 is a schematic front view of the upper side carrier plate of the present utility model;

FIG. 3 is a schematic cross-sectional view of a lower side carrier plate of the present utility model;

fig. 4 is an enlarged schematic view of the structure at a of the present utility model.

Legend description:

1. connecting a central column; 2. an upper reinforcement module; 3. a lower reinforcement module; 4. an upper side support plate; 5. an upper bottom carrier plate; 6. an upper chute seat; 7. an upper slide; 8. a lower chute seat; 9. a lower reinforcing ridge; 10. a lower threaded socket; 11. a lower slide; 12. a lower bar-shaped hole; 13. a lower screw; 14. a lower side support plate; 15. a lower reinforcing plate; 16. connecting the reinforcement ridges; 17. an upper screw; 18. an upper bar-shaped hole; 19. an upper reinforcing plate; 20. an upper fixing plate; 21. an upper threaded socket; 22. a lower fixing plate.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-4, one embodiment provided by the present utility model is: the utility model provides a building anti-seismic reinforcement mechanism, includes upper portion reinforcement module 2 and lower part reinforcement module 3, and upper portion reinforcement module 2 and lower part reinforcement module 3 are fixedly connected and are provided with connection center post 1, and connection center post 1 uses high-strength titanium alloy material, and the surface can set up vertical reinforcement ridge to strengthen torsional and shear strength, and the cross-section size of connection center post 1 can be customized according to building anti-seismic requirement;

the upper reinforcing module 2 comprises a plurality of upper side support plates 4, the upper side support plates 4 are fixedly provided with upper bottom support plates 5 at the positions close to the lower side of the end face of one side of the connecting center column 1, the upper side support plates 4 are movably provided with upper fixing plates 20 at the positions close to the upper side of the end face of one side of the connecting center column 1, the lower reinforcing module 3 comprises a plurality of lower side support plates 14, the lower side support plates 14 are movably provided with lower fixing plates 22 at the positions close to the end face of one side of the connecting center column 1, the concrete surface of the connecting position of the cross beam and the constructional column is required to be cleaned during installation, the mechanism can be ground as much as possible, and cushion layers can be arranged at the positions of contact surfaces, so that gaps are reduced, and stronger anti-seismic reinforcing effect is achieved;

the upper reinforcing module 2 and the lower reinforcing module 3 form an integral mechanism through the structural connection function between the upper reinforcing module 2 and the lower reinforcing module 3 provided by the connecting center column 1, so that the beam column connection position of a building, which is easy to damage in an earthquake, is reinforced, the mechanism wraps the erection beam through the upper fixing plate 20, the upper bottom bearing plate 5 and the upper side bearing plate 4, wraps the constructional column through the lower side bearing plate 14 and the lower fixing plate 22, so that the junction between the erection beam and the constructional column is reinforced, the fixation is realized through the clamping and wrapping fixation mode, bolts are not needed to be used for punching and fixing on the beam column structure, the concrete on the surface of the beam column structure is not damaged, the wrapping performance is strong, the mechanism is not easy to fall off, and the shock resistance reinforcement function is better.

The upper end face of the upper fixing plate 20 is fixedly provided with upper threaded bearing seats 21 near the two side positions, the upper side bearing plates 4 are respectively penetrated and provided with upper strip-shaped holes 18 near the upper side positions of the two sides, the upper side middle positions of the upper strip-shaped holes 18 are respectively movably sleeved with upper screw rods 17, one ends of the upper screw rods 17 close to the upper threaded bearing seats 21 are respectively sleeved in the upper threaded bearing seats 21 in a threaded manner, when the upper reinforcing module 2 is installed, the upper strip-shaped holes 18 are arranged to facilitate adjustment of the relative height positions of the upper screw rods 17 and the upper side bearing plates 4 according to the size of a constructional column, so that when the vertical beams of different sizes are protected, the upper screw rods 17 can fix the upper fixing plate 20, one side end face of the upper side bearing plates 4 close to the upper fixing plate 20 is fixedly provided with upper chute seats 6 near the upper middle positions, the upper chute seats 6 are fixedly arranged, when the upper chute seats 6 are installed, the upper chute seats 7 are slidably arranged in the upper chute seats 6, the upper side is in the upper side of the upper fixing plate, when the upper side fixing plate 2 is installed, and the upper side fixing plate 2 is in a position of the same size as the vertical beam is not matched with the vertical beam, and the upper fixing plate is fixed to the upper side of the vertical beam 20 according to the size of the vertical frame 2;

the upper reinforcing plates 19 are fixedly arranged at the positions, close to the edges, of the end faces of the upper side support plates 4 far away from the upper fixing plates 20, the overall structural strength and the shear strength of the upper side support plates 4 are improved, the lower threaded bearing seats 10 are fixedly arranged at the positions of the centers of the rear end faces of the lower fixing plates 22, lower strip-shaped holes 12 are formed in the middle positions, far away from the connecting center column 1, of the front end faces of the lower side support plates 14 in a penetrating mode, lower screw rods 13 are movably sleeved in the lower strip-shaped holes 12, the rear ends of the lower screw rods 13 penetrate through the lower strip-shaped holes 12 in a threaded mode, the lower threaded bearing seats 10 are sleeved in the lower strip-shaped holes 12 in a threaded mode, when the lower reinforcing modules 3 are installed, the relative horizontal positions of the lower screw rods 13 and the lower side support plates 14 are adjusted according to the sizes of constructional columns, and the lower screw rods 13 can be fixed when the constructional columns with different sizes are protected;

the lower chute seats 8 are fixedly arranged on the rear end surface of the lower side support plate 14 near the upper side and the lower side, the lower slide bars 11 are fixedly arranged on the lower fixing plate 22 near the positions of the lower chute seats 8, the lower slide bars 11 are respectively arranged in the lower chute seats 8 in a sliding manner, when the lower reinforcing module 3 is installed, the lower slide bars 11 horizontally slide in the lower chute seats 8, so that the relative horizontal positions of the lower fixing plate 22 and the lower side support plate 14 are adjusted according to the size of constructional columns, the lower fixing plate 22 is completely attached to the surface of the constructional columns, the attachment is ensured, and the lower reinforcing module 3 is applicable to the constructional columns with different sizes;

the front end face of the lower side support plate 14 is fixedly provided with a lower reinforcing plate 15 near the edge positions of the upper side and the lower side, the upper edge position and the lower edge position of the rear end face of the lower fixing plate 22 are fixedly provided with a lower reinforcing ridge 9 for improving the integral mechanism strength and the shear strength of the lower side support plate 14 and the lower fixing plate 22, and the upper end position of the connecting center column 1 is fixedly provided with a plurality of connecting reinforcing ridges 16 for reinforcing the structural integral strength and the shear strength of the connecting center column 1.

Working principle: when the device is used, the positions of the upper screw 17 and the lower screw 4 in the upper strip-shaped hole 18 and the lower strip-shaped hole 12 are adjusted according to the size of a beam column, the lower slide 11 horizontally slides in the lower chute seat 8, the relative horizontal positions of the lower fixing plate 22 and the lower side support plate 14 are adjusted according to the size of the constructional column, the lower fixing plate 22 is completely attached to the surface of the constructional column, attachment is guaranteed, the lower reinforcing module 3 is suitable for constructional columns with different sizes, the upper slide 7 vertically slides in the upper chute seat 6, the relative height positions of the upper fixing plate 20 and the upper side support plate 4 are adjusted according to the size of the erecting beam, the upper fixing plate 20 is completely attached to the surface of the erecting beam, attachment is guaranteed, the upper reinforcing module 2 is suitable for the erecting beam with different sizes, finally the upper screw 17 and the lower screw 4 are screwed, the beam column is completely wrapped in a clamping mode, perforation on the surface of the beam column is avoided, and falling of a mechanism caused by shaking of a building is prevented.

Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present utility model, and although the present utility model has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present utility model.

Claims (8)

1. The utility model provides a antidetonation strengthening mechanism for building, includes upper portion reinforcement module (2) and lower part reinforcement module (3), its characterized in that: a connecting center column (1) is fixedly connected between the upper reinforcing module (2) and the lower reinforcing module (3);

the upper reinforcing module (2) comprises a plurality of upper side bearing plates (4), wherein the upper side bearing plates (4) are fixedly arranged at the lower side positions of the end faces of one side of the connecting center column (1), the upper side bearing plates (4) are movably arranged at the upper side positions of the end faces of one side of the connecting center column (1), the lower reinforcing module (3) comprises a plurality of lower side bearing plates (14), and the lower side bearing plates (14) are movably arranged at the lower side fixing plates (22) of the end faces of one side of the connecting center column (1).

2. The earthquake-resistant reinforcement mechanism for construction according to claim 1, wherein: the upper end face of the upper fixing plate (20) is fixedly provided with an upper threaded bearing seat (21) close to the positions of two sides, the upper side support plate (4) is provided with upper strip-shaped holes (18) in a penetrating mode close to the positions of two sides, upper screw rods (17) are movably sleeved in the upper strip-shaped holes (18), and one ends, close to the upper threaded bearing seat (21), of the upper screw rods (17) are respectively sleeved in the upper threaded bearing seat (21) in a threaded mode.

3. The earthquake-resistant reinforcement mechanism for construction according to claim 1, wherein: the upper sliding seat is characterized in that an upper sliding seat (6) is fixedly arranged on one side end surface of the upper side supporting plate (4) close to the upper fixing plate (20) near the middle position of the upper side, an upper sliding strip (7) is fixedly arranged on the upper end surface of the upper fixing plate (20) close to the upper sliding seat (6), and the upper sliding strip (7) is slidably arranged inside the upper sliding seat (6).

4. The earthquake-resistant reinforcement mechanism for construction according to claim 1, wherein: the upper reinforcing plates (19) are fixedly arranged at the positions, close to the edges, of the end faces of the upper side support plates (4) far away from the upper fixing plates (20).

5. The earthquake-resistant reinforcement mechanism for construction according to claim 1, wherein: the lower thread support (10) is fixedly arranged at the center of the rear end face of the lower fixing plate (22), a lower strip-shaped hole (12) is formed in the middle of one side, far away from the connecting center column (1), of the front end face of the lower side support plate (14), a lower screw (13) is movably sleeved in the lower strip-shaped hole (12), and the rear end of the lower screw (13) penetrates through the lower strip-shaped hole (12) and is sleeved in the lower thread support (10).

6. The earthquake-resistant reinforcement mechanism for construction according to claim 1, wherein: the lower sliding groove seat (8) is fixedly arranged on the rear end face of the lower side support plate (14) close to the positions of the upper side and the lower side, the lower sliding strips (11) are fixedly arranged on the lower fixing plate (22) close to the positions of the lower sliding groove seats (8), and the lower sliding strips (11) are respectively and slidably arranged inside the lower sliding groove seats (8).

7. The earthquake-resistant reinforcement mechanism for construction according to claim 1, wherein: the front end face of the lower side support plate (14) is fixedly provided with lower reinforcing plates (15) close to the upper edge and the lower edge of the front end face of the lower side support plate, and the upper edge and the lower edge of the rear end face of the lower fixing plate (22) are fixedly provided with lower reinforcing ridges (9).

8. The earthquake-resistant reinforcement mechanism for construction according to claim 1, wherein: a plurality of connection strengthening ridges (16) are fixedly arranged at the upper end of the connection center column (1).

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