CN215595143U - Anti-seismic wall structure based on building engineering - Google Patents
Anti-seismic wall structure based on building engineering Download PDFInfo
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- CN215595143U CN215595143U CN202121398943.6U CN202121398943U CN215595143U CN 215595143 U CN215595143 U CN 215595143U CN 202121398943 U CN202121398943 U CN 202121398943U CN 215595143 U CN215595143 U CN 215595143U
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Abstract
The utility model discloses an anti-seismic wall structure based on constructional engineering, which comprises a base plate, wherein a mounting hole penetrates through the upper end of the base plate, a mounting column is arranged inside the mounting hole, a damping block is arranged at the lower end of the base plate, a sliding rail block is arranged at the upper end and the lower end of the base plate, a main damping plate is arranged at the front end of the base plate, an auxiliary damping plate is arranged at the rear end of the main damping plate, and a damping spring I is arranged inside a recessed groove. According to the anti-seismic wall structure based on the building engineering, the mounting holes, the mounting columns, the shock absorption blocks and the sliding rail blocks are arranged, so that the anti-seismic wall structure can be assembled and disassembled conveniently, fire disasters can be prevented due to the fact that fireproof materials are made, the assembly convenience and safety of the anti-seismic wall structure are improved, the anti-seismic wall structure is enabled to have a double shock absorption structure due to the fact that the main shock absorption plate, the auxiliary shock absorption plate and the shock absorption springs are arranged, and the anti-seismic performance and the practicability of the anti-seismic wall structure are improved.
Description
Technical Field
The utility model relates to the technical field of anti-seismic wall structures, in particular to an anti-seismic wall structure based on constructional engineering.
Background
The anti-seismic wall structure based on the building engineering is a reasonable-structure anti-seismic wall structure which is beneficial to keeping the stability of a wall in severe environments such as strong wind, rainstorm, earthquake and the like by arranging a damping device or material; like current utility model CN 212358694U's antidetonation formula wall structure based on building engineering, though the poor advantage of current wall body antidetonation effect has been solved, but there is certain drawback in the use, at first, be not convenient for antidetonation formula wall structure's assembly and dismantlement, be not provided with fire resistive material, also be not favorable to preventing the conflagration, the assembly convenience and the security that have reduced antidetonation formula wall structure, secondly, antidetonation formula wall structure does not have dual shock-absorbing structure, antidetonation nature and the practicality that has reduced antidetonation formula wall structure, be not convenient for use, for this reason, we provide an antidetonation formula wall structure based on building engineering.
SUMMERY OF THE UTILITY MODEL
The utility model mainly aims to provide an anti-seismic wall structure based on constructional engineering, which can effectively solve the problems in the background art.
In order to achieve the purpose, the utility model adopts the technical scheme that:
the utility model provides an antidetonation formula wall structure based on building engineering, includes the base plate, the upper end of base plate runs through there is the mounting hole, the inside of mounting hole is provided with the erection column, the lower extreme of base plate is provided with the snubber block, the upper and lower end of base plate is provided with the slide rail piece, the front end of base plate is provided with main shock attenuation board, the rear end of main shock attenuation board is provided with vice shock attenuation board, the inside of main shock attenuation board and vice shock attenuation board all is provided with the depressed groove.
By adopting the technical scheme, the following technical effects can be achieved: the use of the substrate is facilitated.
Preferably, the mounting hole has been inlayed to the upper end of base plate, and the mounting hole is cylindrical structure, the quantity of mounting hole is a plurality of groups, and the mounting hole is the symmetry and arranges, be swing joint between erection column and the base plate, the erection column is cylindrical structure, and the erection column is made for stainless steel material, the quantity of erection column is a plurality of groups, and the erection column is the straight line and arranges, phase-match between erection column and the mounting hole.
By adopting the technical scheme, the following technical effects can be achieved: the mounting post and the mounting hole are convenient to be matched for use.
Preferably, be swing joint between snubber block and the base plate, the snubber block is the square structure, and the snubber block makes for fire-proof material, phase-match between snubber block and the base plate, the quantity of snubber block is a plurality of groups, and the snubber block is the rectangular array and arranges, be fixed connection between slide rail piece and the base plate, and the slide rail piece is the rectangular structure.
By adopting the technical scheme, the following technical effects can be achieved: the installation and the use of the damping block are convenient.
Preferably, be swing joint between main shock attenuation board and the base plate, and main shock attenuation board is the rectangle structure, be swing joint between vice shock attenuation board and the base plate, and vice shock attenuation board is the rectangle structure, be swing joint between main shock attenuation board and the vice shock attenuation board, the cross-sectional area size of main shock attenuation board equals with vice shock attenuation board cross-sectional area size, match between main shock attenuation board, the vice shock attenuation board and between the slide rail piece.
By adopting the technical scheme, the following technical effects can be achieved: the main damping plate and the auxiliary damping plate can be conveniently matched for use.
Preferably, the depressed groove has all been inlayed with vice damping plate's inside to main damping plate, and the depressed groove is the rectangle structure, the inside of depressed groove is provided with damping spring one, be fixed connection between damping spring one and main damping plate, the vice damping plate, the quantity of damping spring one is a plurality of groups, and damping spring one is the rectangle array and arranges, one side of main damping plate is close to the corner and is provided with the constraint post, and is fixed connection between constraint post and the main damping plate, the constraint post is made for stainless steel material, and the constraint post is cylindrical structure, the quantity of main damping plate upper end constraint post is four groups, and the constraint post is the rectangle array and arranges.
By adopting the technical scheme, the following technical effects can be achieved: the internal shock absorption of main shock attenuation board and vice shock attenuation board is convenient for.
Preferably, the inside of constraint post is provided with the constraint groove, and the constraint groove is cylindrical structure, one side of vice damping plate is close to the corner and is provided with the constraint piece, and be fixed connection between constraint piece and the vice damping plate, the quantity of constraint piece equals with the quantity of constraint post, phase-match between constraint piece and the constraint groove, the inside in constraint groove is provided with the extrusion pad, be swing joint between extrusion pad and the constraint post, the inside in constraint groove is provided with damping spring two, be fixed connection between the extrusion pad of damping spring two and both sides, match between extrusion pad, damping spring two and the constraint groove.
By adopting the technical scheme, the following technical effects can be achieved: the shock absorption between the main shock absorption plate and the auxiliary shock absorption plate is facilitated.
Compared with the prior art, the utility model has the following beneficial effects:
1. the anti-seismic wall structure based on the building engineering is convenient to assemble and disassemble by arranging the mounting holes, the mounting columns, the shock absorption blocks and the sliding rail blocks, fire hazards can be prevented by manufacturing fireproof materials, and the assembly convenience and safety of the anti-seismic wall structure are improved;
2. anti-seismic wall structure based on building engineering is through being provided with main shock attenuation board, vice shock attenuation board and damping spring for anti-seismic wall structure has dual shock-absorbing structure, has improved anti-seismic and practicality of anti-seismic wall structure, convenient to use.
Drawings
FIG. 1 is a schematic view of the overall structure of an earthquake-resistant wall structure based on construction engineering according to the present invention;
FIG. 2 is a disassembled view of an earthquake-resistant wall structure based on construction engineering according to the present invention;
FIG. 3 is an enlarged view of A in FIG. 2 of an earthquake-resistant wall structure according to the present invention;
fig. 4 is a partial side sectional view of the main damping plate and the auxiliary damping plate of the anti-seismic wall structure based on the constructional engineering.
In the figure: 1. a substrate; 2. mounting holes; 3. mounting a column; 4. a damper block; 5. a slide rail block; 6. a main damping plate; 7. an auxiliary damping plate; 8. a recessed groove; 9. a first damping spring; 10. a binding column; 11. a binding groove; 12. a tie down; 13. pressing the cushion; 14. and a second damping spring.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the utility model easy to understand, the utility model is further described with the specific embodiments.
The first embodiment is as follows:
as shown in fig. 1, an anti-seismic wall structure based on building engineering includes a substrate 1, a mounting hole 2 penetrates through the upper end of the substrate 1, a mounting post 3 is arranged inside the mounting hole 2, a damping block 4 is arranged at the lower end of the substrate 1, a sliding rail block 5 is arranged at the upper end and the lower end of the substrate 1, a main damping plate 6 is arranged at the front end of the substrate 1, an auxiliary damping plate 7 is arranged at the rear end of the main damping plate 6, and a concave groove 8 is arranged inside each of the main damping plate 6 and the auxiliary damping plate 7.
Example two:
on the basis of the first embodiment, as shown in fig. 2-3, mounting hole 2 has been inlayed to the upper end of base plate 1, and mounting hole 2 is cylindrical structure, the quantity of mounting hole 2 is a plurality of groups, and mounting hole 2 is the symmetry and arranges, be swing joint between erection column 3 and the base plate 1, erection column 3 is cylindrical structure, and erection column 3 is made for stainless steel material, the quantity of erection column 3 is a plurality of groups, and erection column 3 is the straight line and arranges, match between erection column 3 and the mounting hole 2, be swing joint between snubber block 4 and the base plate 1, snubber block 4 is the square structure, and snubber block 4 is made for fire-proof material, match between snubber block 4 and the base plate 1, the quantity of snubber block 4 is a plurality of groups, and snubber block 4 is the rectangular array and arranges, be fixed connection between slide rail block 5 and the base plate 1, and slide rail block 5 is the rectangular structure.
The main damping plate 6 is movably connected with the base plate 1, the main damping plate 6 is of a rectangular structure, the auxiliary damping plate 7 is movably connected with the base plate 1, the auxiliary damping plate 7 is of a rectangular structure, the main damping plate 6 is movably connected with the auxiliary damping plate 7, the cross sectional area of the main damping plate 6 is equal to that of the auxiliary damping plate 7, the main damping plate 6 and the auxiliary damping plate 7 are matched with the slide rail blocks 5, when the anti-seismic wall body structure is installed, the base plate 1 is horizontally placed, the installation columns 3 are installed through the installation holes 2 in the upper end of the base plate 1, the connected main damping plate 6 and the auxiliary damping plate 7 are installed along the slide rail blocks 5 in the upper end and the lower end of the base plate 1, the main damping plate 6 and the auxiliary damping plate 7 in the front end and the rear end are sequentially installed, the main damping plate 6 which is made of fireproof materials and has a damping effect in the base plate 1 is installed, the base plate 1 in the upper end is installed sequentially, the anti-seismic wall structure is assembled layer by layer in sequence, so that the anti-seismic wall structure is convenient to assemble and disassemble, fire hazards can be prevented by the aid of fireproof materials, and the assembly convenience and safety of the anti-seismic wall structure are improved.
Example three:
on the basis of the first embodiment and the second embodiment, as shown in fig. 4, the recessed groove 8 is embedded in each of the main damping plate 6 and the auxiliary damping plate 7, the recessed groove 8 is of a rectangular structure, the first damping springs 9 are arranged in the recessed groove 8, the first damping springs 9 are fixedly connected with the main damping plate 6 and the auxiliary damping plate 7, the first damping springs 9 are arranged in a plurality of groups, the first damping springs 9 are arranged in a rectangular array, the binding columns 10 are arranged on one side of the main damping plate 6 close to the corners, the binding columns 10 are fixedly connected with the main damping plate 6, the binding columns 10 are made of stainless steel materials, the binding columns 10 are of a cylindrical structure, the number of the binding columns 10 on the upper end of the main damping plate 6 is four groups, and the binding columns 10 are arranged in a rectangular array.
The inside of constraint post 10 is provided with constraint groove 11, and constraint groove 11 is cylindrical structure, one side of vice damping plate 7 is close to the corner and is provided with constraint piece 12, and be fixed connection between constraint piece 12 and the vice damping plate 7, the quantity of constraint piece 12 equals with the quantity of constraint post 10, phase-match between constraint piece 12 and the constraint groove 11, the inside of constraint groove 11 is provided with extrusion pad 13, be swing joint between extrusion pad 13 and the constraint post 10, the inside of constraint groove 11 is provided with damping spring two 14, be fixed connection between the extrusion pad 13 of damping spring two 14 and both sides, extrusion pad 13, phase-match between damping spring two 14 and the constraint groove 11.
When the anti-seismic wall structure is impacted by external force, the main damping plate 6 and the auxiliary damping plate 7 are stressed to move, the damping springs 9 in the concave grooves 8 in the main damping plate 6 and the auxiliary damping plate 7 are compressed, the damping springs 9 deform and perform a first layer of anti-seismic buffering action, when the shock absorber is greatly impacted by external force, the auxiliary damping plate 7 is stressed to displace, so that the binding piece 12 on one side of the auxiliary damping plate 7 moves in the binding groove 11 in the binding column 10 on one side of the main damping plate 6, the extrusion pad 13 and the second damping spring 14 in the binding groove 11 are extruded by the binding piece 12 in the moving process, the second damping spring 14 deforms and performs a second layer of anti-seismic buffer action, and the damping block 4 in the base plate 1 can also perform damping buffer, the anti-seismic wall structure has a double-damping structure, the anti-seismic performance and the practicability of the anti-seismic wall structure are improved, and the anti-seismic wall structure is convenient to use.
The foregoing shows and describes the general principles and broad features of the present invention and advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides an antidetonation formula wall structure based on building engineering, includes base plate (1), its characterized in that: the utility model discloses a damping device, including base plate (1), mounting hole (2) run through the upper end of base plate (1), the inside of mounting hole (2) is provided with erection column (3), the lower extreme of base plate (1) is provided with snubber block (4), the upper and lower end of base plate (1) is provided with slide rail piece (5), the front end of base plate (1) is provided with main damping plate (6), the rear end of main damping plate (6) is provided with vice damping plate (7), the inside of main damping plate (6) and vice damping plate (7) all is provided with depressed groove (8).
2. An earthquake-resistant wall structure based on constructional engineering as claimed in claim 1, wherein: mounting hole (2) have been inlayed to the upper end of base plate (1), and mounting hole (2) are cylindrical structure, the quantity of mounting hole (2) is a plurality of groups, and mounting hole (2) are the symmetry and arrange, be swing joint between erection column (3) and base plate (1), erection column (3) are cylindrical structure, and erection column (3) are made for stainless steel material, the quantity of erection column (3) is a plurality of groups, and erection column (3) are the straight line and arrange, phase-match between erection column (3) and mounting hole (2).
3. An earthquake-resistant wall structure based on constructional engineering as claimed in claim 1, wherein: be swing joint between snubber block (4) and base plate (1), snubber block (4) are the square structure, and snubber block (4) make for fire prevention material, phase-match between snubber block (4) and base plate (1), the quantity of snubber block (4) is a plurality of groups, and snubber block (4) are the rectangle array and arrange, be fixed connection between slide rail piece (5) and base plate (1), and slide rail piece (5) are the rectangle structure.
4. An earthquake-resistant wall structure based on constructional engineering as claimed in claim 1, wherein: be swing joint between main shock attenuation board (6) and base plate (1), and main shock attenuation board (6) are the rectangle structure, be swing joint between vice shock attenuation board (7) and base plate (1), and vice shock attenuation board (7) are the rectangle structure, be swing joint between main shock attenuation board (6) and vice shock attenuation board (7), the cross sectional area size of main shock attenuation board (6) equals with vice shock attenuation board (7) cross sectional area size, between main shock attenuation board (6), vice shock attenuation board (7) and between slide rail piece (5) phase-match.
5. An earthquake-resistant wall structure based on constructional engineering as claimed in claim 1, wherein: main damping plate (6) and vice damping plate (7) inside all inlayed depressed groove (8), and depressed groove (8) are the rectangle structure, the inside of depressed groove (8) is provided with damping spring (9), be fixed connection between damping spring (9) and main damping plate (6), vice damping plate (7), the quantity of damping spring (9) is a plurality of groups, and damping spring (9) are the rectangle array and arrange, one side of main damping plate (6) is close to the corner and is provided with constraint post (10), and is fixed connection between constraint post (10) and main damping plate (6), constraint post (10) are made for stainless steel material, and constraint post (10) are cylindrical structure, the quantity of main damping plate (6) upper end constraint post (10) is four groups, and constraint post (10) are the rectangle array and arrange.
6. An earthquake-resistant wall structure based on constructional engineering as claimed in claim 5, wherein: the inside of constraint post (10) is provided with constraint groove (11), and constraint groove (11) are cylindrical structure, one side of vice damping plate (7) is close to the corner and is provided with constraint piece (12), and be fixed connection between constraint piece (12) and vice damping plate (7), the quantity of constraint piece (12) equals with the quantity of constraint post (10), match between constraint piece (12) and constraint groove (11), the inside in constraint groove (11) is provided with extrusion pad (13), be swing joint between extrusion pad (13) and constraint post (10), the inside in constraint groove (11) is provided with damping spring two (14), be fixed connection between the extrusion pad (13) of damping spring two (14) and both sides, match between extrusion pad (13), damping spring two (14) and constraint groove (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121398943.6U CN215595143U (en) | 2021-06-23 | 2021-06-23 | Anti-seismic wall structure based on building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121398943.6U CN215595143U (en) | 2021-06-23 | 2021-06-23 | Anti-seismic wall structure based on building engineering |
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| Publication Number | Publication Date |
|---|---|
| CN215595143U true CN215595143U (en) | 2022-01-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121398943.6U Active CN215595143U (en) | 2021-06-23 | 2021-06-23 | Anti-seismic wall structure based on building engineering |
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| CN (1) | CN215595143U (en) |
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2021
- 2021-06-23 CN CN202121398943.6U patent/CN215595143U/en active Active
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