CN215484840U - Wall body reinforced structure that combats earthquake - Google Patents
Wall body reinforced structure that combats earthquake Download PDFInfo
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- CN215484840U CN215484840U CN202120483664.3U CN202120483664U CN215484840U CN 215484840 U CN215484840 U CN 215484840U CN 202120483664 U CN202120483664 U CN 202120483664U CN 215484840 U CN215484840 U CN 215484840U
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Abstract
The utility model discloses a wall anti-seismic reinforcing structure, wherein a longitudinal ring beam in a longitudinal constructional column is arranged at the inner sides of a first transverse ring beam and a second transverse ring beam, thus, when the concrete is cast in situ, the longitudinal constructional columns and the transverse constructional columns are ensured to be communicated with each other up and down, left and right on the longitudinal walls and the transverse walls, the performance of the concrete on the longitudinal constructional columns and the transverse constructional columns is improved, the damage to the wall body is reduced, the integrity of the wall body structure is enhanced, a base fixing plate and a top seat fixing plate are added on the upper and lower parts of the longitudinal wall, a supporting seat is arranged between the base fixing plate and the top seat fixing plate, thus being beneficial to protecting the pressure resistance of the wall body and improving the shock resistance of the wall body when an earthquake occurs, the serrated raft is built by laying bricks or stones in outside handing-over department between vertical wall and horizontal wall, then sets up and reserve the drawknot reinforcing bar, makes more firm that wall body and constructional column combine when pouring the constructional column like this, strengthens horizontal wall and vertical wall anti-seismic force.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a wall anti-seismic reinforcing structure.
Background
With the rapid development of our society, the application of the anti-seismic structure is more and more extensive. As the requirement of residents on the quality of high-rise concrete buildings is higher and higher, a safer anti-seismic structure is adopted in the actual design and construction process of building engineering, so that the requirements of national relevant laws and regulations on safe anti-seismic are met, economic benefits and social benefits can be improved to a certain extent, and the important promotion effect is played on the healthy high-speed development of the building industry.
Accordingly, those skilled in the art have provided an earthquake-resistant reinforcing structure for walls to solve the above-mentioned problems in the background art.
Disclosure of Invention
The utility model aims to provide a wall anti-seismic reinforcing structure to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: a wall anti-seismic reinforcing structure comprises a longitudinal constructional column, a longitudinal wall, transverse constructional columns and transverse walls, wherein an articulated raft is arranged outside the longitudinal constructional column, a longitudinal ring beam is arranged inside the longitudinal constructional column, the lower portion of the longitudinal constructional column is fixedly connected with the longitudinal wall, the bottom of the longitudinal ring beam penetrates into the longitudinal wall and extends to the bottom, a first transverse ring beam is arranged on the upper side inside the longitudinal wall, a second transverse ring beam is arranged at the lower portion of the first transverse ring beam close to one end of the longitudinal ring beam, a base fixing plate and a top base fixing plate are arranged on the upper portion and the lower portion of the longitudinal wall, the transverse wall is fixedly connected in the middle of the longitudinal wall, brick walls are arranged on the outer surfaces of the longitudinal wall and the transverse wall, longitudinal carbon fiber pastes and transverse carbon fiber pastes are respectively arranged on the outer cross connection of the brick walls, the first transverse ring beam and the second transverse ring beam inside the longitudinal wall are respectively fixedly connected with the first ring beam and the second ring beam, the two ends of the outside of the first ring beam and the second ring beam are respectively provided with a transverse constructional column, the first transverse ring beam, the second transverse ring beam, the first ring beam and the second ring beam are respectively provided with a plurality of reinforcing steel coils, the lower side of the bottom of the transverse wall is provided with a transverse steel pipe, the middle of the upper part of the transverse steel pipe is provided with a plurality of longitudinal steel pipes, a cross device is fixedly connected between the transverse steel pipe and the longitudinal steel pipes, the left end and the right end of the inside of the cross device, which are connected between the transverse steel pipe and the inside of the longitudinal steel pipes, are respectively provided with a cavity, the left end and the right end of the outside of the cavity are fixedly connected with a high-strength bolt, the middle of the high-strength bolt penetrates through to the rear end of the cross device and is provided with a bolt, the rear end of one side of the bolt is provided with a double nut in a threaded connection manner, the bottom of the cross device penetrates through to the transverse steel pipe and is provided with a fixed block, one end of the fixed block is connected with a concave block in a clamping manner, the top of the longitudinal steel pipe and the upper part of the transverse wall are provided with a pore plate, the inside of orifice plate and the top fixedly connected with steel sheet of vertical steel pipe, and the upper portion of steel sheet and vertical steel pipe correspond through connection and are provided with a plurality of screws.
As a further scheme of the utility model: the longitudinal ring beam penetrates through the inner sides of the first transverse ring beam and the second transverse ring beam.
As a further scheme of the utility model: and support steel is fixedly connected between the base fixing plate and the top seat fixing plate.
As a still further scheme of the utility model: the both ends handing-over department all is provided with left serrated racking and right serrated racking respectively about vertical wall and horizontal wall, and reserves the lacing reinforcing bar in left serrated racking and right serrated racking setting.
As a still further scheme of the utility model: and the first ring beam and the second ring beam are crossed with the first transverse ring beam and the second transverse ring beam.
As a still further scheme of the utility model: and a rubber gasket is arranged between the double nuts.
Compared with the prior art, the utility model has the beneficial effects that:
1-the longitudinal ring beam inside the longitudinal constructional column is arranged on the inner sides of the first transverse ring beam and the second transverse ring beam, so that when concrete is cast in situ, the longitudinal constructional column and the transverse constructional column are ensured to be communicated with each other vertically and horizontally, the performance of the concrete on the longitudinal constructional column and the transverse constructional column is improved, the damage to a wall body is reduced, and the integrity of a wall body structure is enhanced.
2-a base fixing plate and a top seat fixing plate are added on the upper side and the lower side of the longitudinal wall, and a supporting seat is arranged between the base fixing plate and the top seat fixing plate, so that the pressure resistance of the wall body is protected and the shock resistance of the wall body is improved when an earthquake occurs.
3-constructing a serrated raft at the external joint between the longitudinal wall and the transverse wall, and then setting a reserved tie bar, so that the wall body is combined with the constructional column more firmly when the constructional column is poured, and the seismic resistance of the transverse wall and the longitudinal wall is enhanced.
4-at the lower part of the longitudinal constructional column, the first ring beam and the second ring beam are crossed and connected with the first transverse ring beam and the second transverse ring beam, so that the fixed combination between the transverse wall and the longitudinal wall is enhanced, and the integral connection of the wall body is increased.
5 when the longitudinal steel pipe and the transverse steel pipe are clamped, the cross device is arranged outside, then a hole is drilled outside the cross device to form a cavity, then the bolt inside the high-strength bolt penetrates through the cross device to enable the longitudinal steel pipe and the transverse steel pipe to be precisely combined, and the rubber gasket is arranged to prevent the wall body from falling off under long-term vibration, so that the shock resistance of the transverse wall is enhanced.
Drawings
Fig. 1 is a schematic structural view of a wall seismic strengthening structure.
Fig. 2 is a schematic structural view of the interior of a front view of a wall seismic strengthening structure.
Fig. 3 is a schematic structural diagram of a top view of a seismic reinforcing structure of a wall.
Fig. 4 is a schematic structural diagram of a joint of a longitudinal steel pipe and a transverse steel pipe in a wall earthquake-proof reinforcing structure.
FIG. 5 is a schematic structural view of a crossing device in a wall seismic strengthening structure
In the figure: 1-longitudinal ring beam, 2-longitudinal constructional column, 3-first transverse ring beam, 4-second transverse ring beam, 5-longitudinal wall, 6-steel ring, 7-serrated racking, 8-longitudinal carbon fiber sticker, 9-brick wall, 10-transverse carbon fiber sticker, 11-first ring beam, 12-transverse wall, 13-second ring beam, 14-screw, 15-steel plate, 16-cavity, 17-reinforcing plate, 18-crossing device, 19-longitudinal steel pipe, 20-transverse steel pipe, 21-base fixing plate, 22-top base fixing plate, 23-supporting steel, 24-high-strength spiral bolt, 25-transverse constructional column, 26-left serrated racking, 27-right serrated racking, 28-double nut, 29-rubber gasket, 30-bolt, 31-concave block, 32-fixed block and 33-hollow plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 5, in the embodiment of the present invention, an earthquake-resistant reinforcing structure for a wall body includes a longitudinal structural column 2, a longitudinal wall 5, a transverse structural column 25 and a transverse wall 12, wherein an raft 7 is arranged outside the longitudinal structural column 2, a longitudinal girth 1 is arranged inside the longitudinal structural column 2, the longitudinal wall 5 is fixedly connected to the lower portion of the longitudinal structural column 2, the bottom of the longitudinal girth 1 penetrates through the interior of the longitudinal wall 5 and extends to the bottom, a first transverse girth 3 is arranged on the upper side of the interior of the longitudinal wall 5, a second transverse girth 4 is arranged at the lower portion of the first transverse girth 3 near one end, a base fixing plate 21 and a top base fixing plate 22 are arranged on the upper portion and the lower portion of the longitudinal wall 5, the transverse wall 12 is fixedly connected to the middle of the longitudinal wall 5, brick walls 9 are arranged on the outer surfaces of the longitudinal wall 5 and the transverse wall 12, and longitudinal carbon fiber 8 and transverse carbon fiber 10 are respectively arranged on the outer cross connection of the brick walls 9, the inner part of the transverse wall 12 corresponds to the first transverse ring beam 3 and the second transverse ring beam 4 in the longitudinal wall 5 and is fixedly connected with a first ring beam 11 and a second ring beam 13 respectively, the two outer ends of the first ring beam 11 and the second ring beam 13 are both provided with a transverse constructional column 25, the first transverse ring beam 3, the second transverse ring beam 4, the first ring beam 11 and the second ring beam 13 are all provided with a plurality of reinforcing steel rings 6, the lower side of the bottom of the transverse wall 12 is provided with a transverse steel pipe 20, the middle of the upper part of the transverse steel pipe 20 is provided with a plurality of longitudinal steel pipes 19, a cross device 18 is fixedly connected between the transverse steel pipe 20 and the longitudinal steel pipes 19, the inner part of the cross device 18 is connected between the transverse steel pipe 20 and the inner part of the longitudinal steel pipes 19, the left end and the right end of the inner part of the transverse steel pipe 20 are both provided with cavity holes 16, the left end and the right end of the outer part of the cavity 16 are fixedly connected with a high-strength bolt 24, the middle of the high-strength bolt 24 penetrating to the rear end of the cross device 18 is provided with a bolt 30, the rear end of one side of the bolt 30 is provided with double nuts 28 in a threaded connection mode, the bottom of the cross device 18 penetrates through the transverse steel pipe 20 and is provided with a fixing block 32, one end of the fixing block 32 is provided with a concave block 31 in a clamping connection mode, the top of the longitudinal steel pipe 19 and the upper portion of the transverse wall 12 are provided with a hole plate 33, the inner portion of the hole plate 33 and the top of the longitudinal steel pipe 19 are fixedly connected with a steel plate 15, and the upper portion of the steel plate 15 and the longitudinal steel pipe 19 are correspondingly provided with a plurality of screws 14 in a penetrating connection mode.
The longitudinal ring beam 1 penetrates inside the first transverse ring beam 3 and the second transverse ring beam 4.
And a supporting steel 23 is fixedly connected between the base fixing plate 21 and the top fixing plate 22.
The first ring beam 11 and the second ring beam 13 are crossed with the first transverse ring beam 3 and the second transverse ring beam 4.
A rubber gasket 29 is arranged between the double nuts 28.
The working principle of the utility model is as follows: the longitudinal gird 1 inside the longitudinal constructional column 2 is arranged inside the first transverse gird 3 and the second transverse gird 4, so that when concrete is cast in situ, the longitudinal constructional column 2 and the transverse constructional column 25 are ensured to be communicated up and down, left and right on the longitudinal and transverse walls 12, the performance of the concrete on the longitudinal constructional column 2 and the transverse constructional column 25 is improved, the wall body damage is reduced, the integrity of the wall body structure is enhanced, the base fixing plate 21 and the top seat fixing plate 22 are additionally arranged on the upper part and the lower part of the longitudinal wall 5, the supporting seat 23 is arranged between the base fixing plate 21 and the top seat fixing plate 22, so that the pressure resistance of the wall body is favorably protected and the seismic resistance of the wall body is improved when an earthquake occurs, a serrated raft is built at the external connection part between the longitudinal wall 5 and the transverse wall 12, then the reserved tie reinforcing steel bars are arranged, so that the wall body is combined with the constructional column more firmly when the constructional column is cast, and the seismic resistance of the transverse wall 12 and the longitudinal wall 5 is enhanced, in the lower part of the longitudinal constructional column 2, the first ring beam 11 and the second ring beam 13 are connected with the first transverse ring beam 3 and the second transverse ring beam 4 in a cross mode, so that the fixed combination between the transverse wall 12 and the longitudinal wall 5 is enhanced, the integral connection of the wall body is increased, when the longitudinal steel pipe 19 and the transverse steel pipe 20 are clamped, the cross device 18 is arranged on the outer portion, then the cavity 16 is drilled on the outer portion of the cross device 18, the bolt 30 in the high-strength bolt 24 penetrates through the cross device 18, the longitudinal steel pipe 19 and the transverse steel pipe 20 are precisely combined, the rubber gasket 29 is arranged to prevent the wall body from falling off under long-term vibration, and the shock resistance of the transverse wall 12 is enhanced.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. A wall anti-seismic reinforcing structure comprises a longitudinal constructional column (2), a longitudinal wall (5), a transverse constructional column (25) and a transverse wall (12), and is characterized in that a serrated racking (7) is arranged outside the longitudinal constructional column (2), a longitudinal girth beam (1) is arranged inside the longitudinal constructional column (2), the longitudinal wall (5) is fixedly connected to the lower portion of the longitudinal constructional column (2), the bottom of the longitudinal girth beam (1) penetrates into the longitudinal wall (5) and extends to the bottom, a first transverse girth beam (3) is arranged on the upper side of the inside of the longitudinal wall (5), a second transverse girth beam (4) is arranged at the lower portion of the first transverse girth beam (3) close to one end of the lower portion of the longitudinal wall (5), a base fixing plate (21) and a top seat fixing plate (22) are arranged on the upper portion and the lower portion of the longitudinal wall (5), the transverse wall (12) is fixedly connected to the middle of the longitudinal wall (5), and bricks (9) are arranged on the outer surfaces of the longitudinal wall (5) and the transverse wall (12), and the external cross connection of the brick wall (9) is respectively provided with a longitudinal carbon fiber paste (8) and a transverse carbon fiber paste (10), the internal part of the transverse wall (12) is fixedly connected with a first ring beam (11) and a second ring beam (13) corresponding to a first transverse ring beam (3) and a second transverse ring beam (4) in the longitudinal wall (5), the external two ends of the first ring beam (11) and the second ring beam (13) are respectively provided with a transverse constructional column (25), the first transverse ring beam (3), the second transverse ring beam (4), the first ring beam (11) and the second ring beam (13) are respectively provided with a plurality of reinforcing steel rings (6), the lower side of the bottom of the transverse wall (12) is provided with a transverse steel pipe (20), the middle of the upper part of the transverse steel pipe (20) is provided with a plurality of longitudinal steel pipes (19), the transverse steel pipe (20) and the longitudinal steel pipe (19) are fixedly connected with a cross device (18), the internal part of the cross device (18) is connected between the transverse steel pipe (20) and the longitudinal steel pipe (19) Both ends have all seted up cavity (16) about, both ends fixedly connected with high strength bolt (24) about the outside of cavity (16), the centre of high strength bolt (24) is run through to the rear end of cross device (18) and has been seted up bolt (30), one side rear end threaded connection of bolt (30) is provided with two nuts (28), the bottom of cross device (18) is run through to horizontal steel pipe (20) and has been seted up fixed block (32), the one end joint of fixed block (32) is connected and is provided with concave block (31), orifice plate (33) have been seted up on the top of vertical steel pipe (19) and the upper portion of horizontal wall (12), the inside of orifice plate (33) and the top fixedly connected with steel sheet (15) of vertical steel pipe (19), and the corresponding through connection of upper portion and vertical steel pipe (19) of steel sheet (15) is provided with a plurality of screws (14).
2. A wall seismic reinforcement according to claim 1, characterized in that the longitudinal ring beams (1) run through inside the first (3) and second (4) transverse ring beams.
3. A wall earthquake-resistant reinforcing structure according to claim 1, wherein a supporting steel (23) is fixedly connected between the base fixing plate (21) and the top fixing plate (22).
4. A wall earthquake-resistant reinforcing structure according to claim 1, wherein the left and right joints of the longitudinal wall (5) and the transverse wall (12) are respectively provided with a left serrated joint (26) and a right serrated joint (27), and the left serrated joint (26) and the right serrated joint (27) are provided with reserved tie bars.
5. A wall earthquake-resistant reinforcement structure according to claim 1, characterized in that the first ring beam (11) and the second ring beam (13) are crossed with the first transverse ring beam (3) and the second transverse ring beam (4).
6. A wall seismic strengthening structure according to claim 1, wherein rubber washers (29) are provided between the double nuts (28).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120483664.3U CN215484840U (en) | 2021-03-05 | 2021-03-05 | Wall body reinforced structure that combats earthquake |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120483664.3U CN215484840U (en) | 2021-03-05 | 2021-03-05 | Wall body reinforced structure that combats earthquake |
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| Publication Number | Publication Date |
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| CN215484840U true CN215484840U (en) | 2022-01-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202120483664.3U Active CN215484840U (en) | 2021-03-05 | 2021-03-05 | Wall body reinforced structure that combats earthquake |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282097A (en) * | 2020-11-27 | 2021-01-29 | 福建江夏学院 | A kind of prefabricated building anti-seismic structure with good stability |
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2021
- 2021-03-05 CN CN202120483664.3U patent/CN215484840U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282097A (en) * | 2020-11-27 | 2021-01-29 | 福建江夏学院 | A kind of prefabricated building anti-seismic structure with good stability |
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