CN221255782U - Damping structure for reinforcing beam column of large-space building structure - Google Patents

Abstract

The utility model discloses a beam column reinforced shock absorption structure of a large-space building structure, which comprises building beam columns, wherein two support beam columns are symmetrically arranged on the building beam columns, and shock absorption structures are arranged on opposite wall surfaces of the two support beam columns; the utility model relates to the technical field of shock absorption structures, the distance between end support bars at two sides can be adjusted until two right angle frames can be respectively arranged on two support beams, the end support bars and a connecting support bar are attached to the lower wall surface of a building beam, when the building beam is vibrated to cause bottom deformation, a first spring and a second spring are compressed to obtain a force storage, when the vibration force applied to the building beam is eliminated, the first spring and the second spring are reset, the end support bars at two sides are reset with the connecting support bar to support the building beam, the whole length size of the device can be adjusted, the device is suitable for the building beam with larger space and larger size, and the application range is enlarged.

Description

Damping structure for reinforcing beam column of large-space building structure

Technical Field

The utility model relates to the technical field of damping structures, in particular to a damping structure for reinforcing a beam column of a large-space building structure.

Background

The utility model provides a building structure designs beam column reinforced structure, the utility model discloses a support beam column, load-bearing bottom plate and support damper, the top fixedly connected with building beam column of two relative one ends of support beam column, load-bearing bottom plate sets up in the bottom of building beam column, the one end that load-bearing bottom plate and building beam column are relative is provided with the backup pad, support damper sets up in the top of load-bearing bottom plate, support damper includes fixed column and damper, damper sets up in the inside of fixed column, damper includes the shock attenuation slide, shock attenuation guide arm and damping spring, utilize the design of support damper, can carry out shock attenuation support to the middle part of building beam column through supporting damper, avoid the middle part of building beam column to lack support damper, the middle part atress that leads to the building beam column easily under the long-time use produces the deformation, and then influence its life's phenomenon emergence; however, in the patent document, the whole length of the supporting shock-absorbing assembly is not adjustable, so that the supporting shock-absorbing assembly is only suitable for the construction use with the same distance between two supporting beams and columns as the whole length of the supporting shock-absorbing assembly, and the application range is small;

In view of the above problems, there may be a solution in the prior art, but the present disclosure is intended to provide an alternative or alternative solution.

Disclosure of utility model

In order to solve the problems proposed in the background art, the utility model is realized by the following technical scheme: a damping structure for reinforcing a beam column of a large-space building structure comprises building beam columns, wherein two supporting beam columns are symmetrically arranged on the building beam columns, and damping structures are arranged on opposite wall surfaces of the two supporting beam columns;

The damping structure comprises two right angle frames, wherein the right angle frames are symmetrically arranged on opposite wall surfaces of the supporting beam columns, the two right angle frames are hinged to first sleeve pipes on the side wall surfaces of the right angle frames, first springs are arranged on the inner bottom surfaces of the first sleeve pipes, first supporting rods are arranged at one ends of the first springs, the first supporting rods are movably inserted on the first sleeve pipes, second sleeve pipes are hinged to the upper wall surfaces of the right angle frames, second springs are arranged on the inner bottom surfaces of the second sleeve pipes, second supporting rods are arranged at one ends of the second springs, movable inserted on the second sleeve pipes, one ends of the second supporting rods are hinged to the outer side wall surfaces of the first sleeve pipes, end supporting rods are hinged to end supporting rods, sliding grooves are formed in the side wall surfaces of the end supporting rods, connection is arranged on the supporting rods in a movable inserted mode, and the upper wall surfaces of the end supporting rods and the connection supporting rods are attached to the lower wall surfaces of the building beam columns.

Preferably, the right angle frame is mounted on the support beam column through a first bolt.

Preferably, the number of the first bolts is 2.

Preferably, the upper wall surfaces of the end support bars and the connecting support bars are on the same plane.

Preferably, the sliding groove is of a T-shaped structure, and the connecting support bar is matched with the sliding groove.

Preferably, a second bolt is movably inserted on the lower wall surface of the end support bar, and one end of the second bolt is movably attached to the lower wall surface of the connecting support bar.

Advantageous effects

The utility model provides a damping structure for reinforcing a beam column of a large-space building structure, which has the following beneficial effects compared with the prior art: the tip support bar interval of both sides can be adjusted, until two right angle framves can install respectively on two support beam columns, tip support bar and connection support bar laminating are in the lower wall of building beam column, when building beam column receives vibrations and lead to the bottom to warp, first spring and second spring are compressed, obtain the holding power, when the vibrations that building beam column received disappear, first spring and second spring reset, tip support bar and connection support bar of both sides reset, support building beam column, the holistic length dimension of device can be adjusted, be applicable to the building beam column of great space, great size uses, the application range has been enlarged.

Drawings

Fig. 1 is a schematic diagram of a front view of a shock absorbing structure for reinforcing a beam column of a large-space building structure according to the present utility model.

Fig. 2 is a schematic view of a three-dimensional structure with a partial top view angle of a shock absorbing structure reinforced by beams and columns of a large-space building structure according to the present utility model.

Fig. 3 is a schematic view of a three-dimensional structure with a partial bottom view angle of a shock absorbing structure reinforced by beams and columns of a large-space building structure according to the present utility model.

In the figure: 1. building beam column, 2, support beam column, 3, right angle frame, 4, first sleeve, 5, first spring, 6, first bracing piece, 7, second sleeve, 8, second spring, 9, second bracing piece, 10, tip support bar, 11, connection support bar, 12, first bolt, 13, second bolt.

Detailed Description

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.

Examples: referring to fig. 1-3, the end support bars 10 at two ends are moved laterally, the external dimensions of the end support bars 10 and the connecting support bars 11 at two sides are adjusted until the two right angle frames 3 can be respectively installed on the opposite wall surfaces of the two support beams 2, meanwhile, the end support bars 10 and the connecting support bars 11 are attached to the lower wall surface of the building beam 1, when the building beam 1 is subjected to vibration to cause bottom deformation, the end support bars 10 and the connecting support bars 11 at two sides are extruded, the first springs 5 are compressed, the first support bars 6 move in the first sleeves 4, meanwhile, the first sleeves 4 and the first support bars 6 rotate between the right angle frames 3 and the end support bars 10, the second support bars 9 are extruded, the second springs 8 are compressed, the second support bars 9 move in the second sleeves 7, meanwhile, the second sleeves 7 and the second support bars 9 rotate between the first sleeves 4 and the right angle frames 3, the first springs 5 and the second springs 8 obtain a storage force, when the vibration force applied to the building beam 1 is eliminated, the first springs 5 and the second springs 8 reset, the end support bars 10 at two sides and the connecting support bars 11 rotate in the first sleeve 4 and the second sleeve 4, the second sleeve 8 rotate, the second sleeve 8 is suitable for adjusting the whole dimension of the building beam 1, and the whole dimension is enlarged, and the whole dimension of the building beam 1 can be adjusted;

Preferably, further, the right-angle frame 3 is mounted on the supporting beam column 2 through the first bolts 12, the number of the first bolts 12 is 2, and the first bolts 12 are used for fixing the right-angle frame 3 and the supporting beam column 2;

Preferably, the upper wall surfaces of the end supporting bar 10 and the connecting supporting bar 11 are on the same plane, so that the end supporting bar 10 and the connecting supporting bar 11 can be attached and supported on the lower wall surface of the supporting beam column 2;

Preferably, further, the sliding groove is of a T-shaped structure, and the connecting support bar 11 is matched with the sliding groove;

Preferably, further, a second bolt 13 is movably inserted into the lower wall surface of the end supporting bar 10, one end of the second bolt 13 is movably attached to the lower wall surface of the connecting supporting bar 11, and the second bolt 13 is used for fixing the relative position of the connecting supporting bar 11 and the end supporting bar 10.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides a shock-absorbing structure that building structure beam column in large space consolidates, includes building beam column (1), install two support beam column (2) on the building beam column (1) symmetry, its characterized in that, install shock-absorbing structure on two opposite wall of support beam column (2);

The utility model provides a shock-absorbing structure includes two right angle framves (3), two right angle framves (3) symmetry install in two on the relative wall of support beam column (2), two all articulate on right angle framves (3) lateral wall, install first spring (5) on first sleeve (4) inboard bottom surface, first bracing piece (6) are installed to first spring (5) one end, first bracing piece (6) movable cartridge is on first sleeve (4), two all articulate on right angle framves (3) upper wall has second sleeve (7), install second spring (8) on second sleeve (7) inboard bottom surface, second bracing piece (9) are installed to second spring (8) one end, second bracing piece (9) movable cartridge is on second sleeve (7), second bracing piece (9) one end articulates on first sleeve (4) lateral wall, first bracing piece (6) one end articulates there is tip (10), support bar (10) are connected with support bar (10) on tip support bar (10) lateral wall, support bar (11) are equipped with on tip support bar (11) and the joint.

2. A beam column reinforced shock absorbing structure of a large space building structure according to claim 1, characterized in that the right angle frame (3) is mounted on the supporting beam column (2) by means of a first bolt (12).

3. A beam-column reinforced shock absorbing structure for a large-space building structure according to claim 2, wherein the number of the first bolts (12) is 2.

4. A beam column reinforced shock absorbing structure of a large space building structure according to claim 1, wherein the upper wall surfaces of the end supporting bars (10) and the connecting supporting bars (11) are on the same plane.

5. The beam column reinforced shock-absorbing structure of the large-space building structure according to claim 1, wherein the sliding groove is of a T-shaped structure, and the connecting support bar (11) is matched with the sliding groove.

6. The beam column reinforced shock-absorbing structure of the large-space building structure according to claim 1, wherein a second bolt (13) is movably inserted on the lower wall surface of the end supporting bar (10), and one end of the second bolt (13) is movably attached to the lower wall surface of the connecting supporting bar (11).