CN214531259U - Earthquake-resistant structure of prefabricated building - Google Patents
Earthquake-resistant structure of prefabricated building Download PDFInfo
- Publication number
- CN214531259U CN214531259U CN202120230343.2U CN202120230343U CN214531259U CN 214531259 U CN214531259 U CN 214531259U CN 202120230343 U CN202120230343 U CN 202120230343U CN 214531259 U CN214531259 U CN 214531259U
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- reinforced concrete
- layer
- concrete layer
- earthquake
- building
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- 239000010410 layer Substances 0.000 claims abstract description 84
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 41
- 239000004831 Hot glue Substances 0.000 claims abstract description 12
- 239000006096 absorbing agent Substances 0.000 claims description 16
- 230000035939 shock Effects 0.000 claims description 16
- 230000002457 bidirectional effect Effects 0.000 claims description 4
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 3
- 239000008397 galvanized steel Substances 0.000 claims description 3
- 239000002699 waste material Substances 0.000 claims description 3
- 238000001125 extrusion Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 3
- 238000013016 damping Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model belongs to the technical field of the building antidetonation, a fabricated building's antidetonation structure is related to, wherein, including the pre-buried groove, the bottom of pre-buried inslot wall is provided with the rubber filling layer, the top of rubber filling layer is provided with hot melt adhesive layer and first reinforced concrete layer, first reinforced concrete layer's top is provided with second reinforced concrete layer, be provided with rubber buffer layer between first reinforced concrete layer and the second reinforced concrete layer. Its beneficial effect is, this fabricated construction's antidetonation structure, through the rubber filling layer, can cushion the vertical power that produces during the earthquake to reduce the range that the building panel rocked from top to bottom, through hot melt adhesive layer, hot melt adhesive layer cooperation rubber buffer layer work can tentatively cushion transverse force and extrusion force, thereby reducible first reinforced concrete layer and the range that second reinforced concrete layer transversely rocked, whole device is rational in infrastructure, convenient to use, the practicality is strong.
Description
Technical Field
The utility model belongs to the technical field of the building antidetonation, concretely relates to fabricated building's earthquake-resistant structure.
Background
With the development of modern industrial technology, building houses can be made in batches like machine production, by simply transporting prefabricated house components to a construction site for assembly, and the construction assembled from prefabricated parts at the construction site is called a fabricated building.
However, the anti-seismic effect of the traditional fabricated building is very poor, when an earthquake occurs, the house is easily damaged, the collapse of the building can be seriously caused, and the life safety of people is threatened, and although the anti-seismic structure can be installed before the existing fabricated building is built, the anti-seismic effect of the anti-seismic structure cannot meet the use requirement of people.
SUMMERY OF THE UTILITY MODEL
To solve the problems set forth in the background art described above. The utility model provides an assembled building's earthquake-resistant structure, it has solved the poor technical problem of antidetonation effect.
In order to achieve the above object, the utility model provides a following technical scheme: an anti-seismic structure of an assembly type building comprises a pre-buried groove, wherein a rubber filling layer is arranged at the bottom of the inner wall of the pre-buried groove, a hot melt adhesive layer and a first reinforced concrete layer are arranged at the top of the rubber filling layer, a second reinforced concrete layer is arranged at the top of the first reinforced concrete layer, a rubber buffer layer is arranged between the first reinforced concrete layer and the second reinforced concrete layer, a pre-buried pipe is fixedly connected in the second reinforced concrete layer, the top of the pre-buried pipe penetrates through the second reinforced concrete layer and is fixedly connected with a supporting table, the top of the supporting table is movably connected with a connecting plate through a pin shaft, the top of the connecting plate is fixedly connected with a building plate, the bottom of the building plate is fixedly connected with a hydraulic damper, the bottom of the hydraulic damper is fixedly connected with a supporting plate, and movable blocks are fixedly connected to the bottom of the building plate and two sides of the supporting table, and a bidirectional shock absorber is movably connected between the movable blocks through a pin shaft.
As a further aspect of the present invention: the number of the rubber filling layers is not less than 3.
As a further aspect of the present invention: the rubber filling layer is a waste rubber tire.
As a further aspect of the present invention: the included angle between the bidirectional shock absorber and the support platform is 130 degrees and 145 degrees.
As a further aspect of the present invention: the number of the hydraulic shock absorbers is not less than 4.
As a further aspect of the present invention: the specification of the embedded pipe is a galvanized steel pipe.
Compared with the prior art, the beneficial effects of the utility model are that:
1. this fabricated building's antidetonation structure through the rubber filling layer, can cushion the vertical power that produces during the earthquake to reduce the range that the building panel rocked from top to bottom, through hot melt adhesive layer, hot melt adhesive layer cooperation rubber buffer layer work can tentatively cushion transverse force and extrusion force, thereby reducible first reinforced concrete layer and the range that second reinforced concrete layer transversely rocked.
2. This fabricated building's antidetonation structure, through hydraulic shock absorber, hydraulic shock absorber is the vertical shock-absorbing measure of second way, can support the four corners of building panel, thereby further increased the stability of building panel, the vertical power when will shake falls to minimumization, through two-way shock absorber, can support building panel and brace table, also be the horizontal shock-absorbing measure of second way simultaneously, can further cushion horizontal power and extrusion force, whole device is rational in infrastructure, high durability and convenient use, therefore, the clothes hanger is strong in practicability.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic structural view of a front view section of the present invention;
FIG. 2 is a schematic structural view of the pre-buried pipe of the present invention;
fig. 3 is a schematic structural view of a three-dimensional pre-buried groove of the present invention;
in the figure: 1. pre-burying a groove; 2. a rubber filler layer; 3. a first reinforced concrete layer; 4. a second reinforced concrete layer; 5. pre-burying a pipe; 6. a support table; 7. a rubber buffer layer; 8. a hot melt adhesive layer; 9. a building panel; 10. a hydraulic shock absorber; 11. a support plate; 12. a movable block; 13. a bi-directional shock absorber; 14. a connecting plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Examples
Referring to fig. 1-3, the present invention provides the following technical solutions: an anti-seismic structure of an assembly type building comprises a pre-buried groove 1, wherein a rubber filling layer 2 is arranged at the bottom of the inner wall of the pre-buried groove 1, the vertical force generated in earthquake can be buffered through the rubber filling layer 2, so that the vertical shaking amplitude of a building board 9 is reduced, a hot melt adhesive layer 8 and a first reinforced concrete layer 3 are arranged at the top of the rubber filling layer 2, the hot melt adhesive layer 8 is matched with a rubber buffer layer 7 to work through the hot melt adhesive layer 8, the transverse force and the extrusion force can be buffered preliminarily, so that the transverse shaking amplitude of the first reinforced concrete layer 3 and a second reinforced concrete layer 4 can be reduced, a second reinforced concrete layer 4 is arranged at the top of the first reinforced concrete layer 3, a rubber buffer layer 7 is arranged between the first reinforced concrete layer 3 and the second reinforced concrete layer 4, a pre-buried pipe 5 is fixedly connected in the second reinforced concrete layer 4, the top of the pre-buried pipe 5 penetrates through the second reinforced concrete layer 4 and is fixedly connected with a supporting table 6, the top of the supporting table 6 is movably connected with a connecting plate 14 through a pin shaft, the top of the connecting plate 14 is fixedly connected with a building plate 9, the bottom of the building plate 9 is fixedly connected with a hydraulic damper 10, the hydraulic damper 10 is used as a second vertical damping measure and can support four corners of the building plate 9, so that the stability of the building plate 9 is further improved, the vertical force during vibration is reduced to the minimum, the bottom of the hydraulic damper 10 is fixedly connected with a supporting plate 11, the bottom of the building plate 9 and two sides of the supporting table 6 are both fixedly connected with movable blocks 12, two-way dampers 13 are movably connected between the movable blocks 12 through pin shafts, the building plate 9 and the supporting table 6 can be supported through the two-way dampers 13, and simultaneously, the second horizontal damping measure can further buffer the horizontal force and the extrusion force, and the whole device is reasonable in structure, convenient to use, the practicality is strong.
Specifically, 3 layers are no less than to the quantity of the rubber filling layer 2, the rubber filling layer 2 is a waste rubber tire, and the quantity of the hydraulic shock absorbers 10 is no less than 4.
Specifically, the included angle between the bidirectional shock absorber 13 and the support table 6 is 130 degrees and 145 degrees, and the specification of the embedded pipe 5 is a galvanized steel pipe.
The utility model discloses a theory of operation does:
s1, when the embedded groove is used, the embedded groove 1 is embedded into a soil layer, the rubber filling layer 2 is filled into the bottom of the inner wall of the embedded groove 1, the first reinforced concrete layer 3 is poured on the top of the rubber filling layer 2, the second reinforced concrete layer 4 is poured on the top of the first reinforced concrete layer 3, the embedded pipe 5 is installed in the second reinforced concrete layer 4, and the hot melt adhesive layer 8 is poured between the inner wall of the embedded groove 1 and the first reinforced concrete layer 3;
s2, filling rubber buffer layers 7 between the first reinforced concrete layer 3 and the second reinforced concrete layer 4, then installing hydraulic shock absorbers 10 at four corners of the bottom of the building board 9, installing the building board 9 at the top of the embedded pipe 5 through a supporting platform 6, a connecting plate 14 and a pin shaft, installing movable blocks 12 and two-way shock absorbers 13 between the building board 9 and the supporting platform 6, burying the embedded groove 1 after all installation, and building the assembly type building on the building board 9.
While embodiments of the present invention have been shown and described, it is to be understood that the above embodiments are exemplary and should not be construed as limiting the present invention, and that modifications, alterations, substitutions and variations may be made to the above embodiments by those of ordinary skill in the art without departing from the scope of the present invention.
Claims (6)
1. The utility model provides an assembled building's earthquake-resistant structure, includes embedded groove (1), its characterized in that: the bottom of the inner wall of the embedded groove (1) is provided with a rubber filling layer (2), the top of the rubber filling layer (2) is provided with a hot melt adhesive layer (8) and a first reinforced concrete layer (3), the top of the first reinforced concrete layer (3) is provided with a second reinforced concrete layer (4), a rubber buffer layer (7) is arranged between the first reinforced concrete layer (3) and the second reinforced concrete layer (4), the second reinforced concrete layer (4) is internally and fixedly connected with a pre-embedded pipe (5), the top of the pre-embedded pipe (5) penetrates through the second reinforced concrete layer (4) and is fixedly connected with a supporting table (6), the top of the supporting table (6) is movably connected with a connecting plate (14) through a pin shaft, the top of the connecting plate (14) is fixedly connected with a building plate (9), and the bottom of the building plate (9) is fixedly connected with a hydraulic damper (10), the bottom fixedly connected with backup pad (11) of hydraulic shock absorber (10), the equal fixedly connected with movable block (12) in both sides of the bottom of building board (9) and brace table (6), there is two-way shock absorber (13) through round pin axle swing joint between movable block (12).
2. An earthquake-resistant structure of prefabricated buildings according to claim 1, wherein: the number of the rubber filling layers (2) is not less than 3.
3. An earthquake-resistant structure of prefabricated buildings according to claim 1, wherein: the rubber filling layer (2) is a waste rubber tire.
4. An earthquake-resistant structure of prefabricated buildings according to claim 1, wherein: the included angle between the bidirectional shock absorber (13) and the support platform (6) is 130 degrees and 145 degrees.
5. An earthquake-resistant structure of prefabricated buildings according to claim 1, wherein: the number of the hydraulic shock absorbers (10) is not less than 4.
6. An earthquake-resistant structure of prefabricated buildings according to claim 1, wherein: the specification of the embedded pipe (5) is galvanized steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120230343.2U CN214531259U (en) | 2021-01-27 | 2021-01-27 | Earthquake-resistant structure of prefabricated building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120230343.2U CN214531259U (en) | 2021-01-27 | 2021-01-27 | Earthquake-resistant structure of prefabricated building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214531259U true CN214531259U (en) | 2021-10-29 |
Family
ID=78312465
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120230343.2U Expired - Fee Related CN214531259U (en) | 2021-01-27 | 2021-01-27 | Earthquake-resistant structure of prefabricated building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214531259U (en) |
-
2021
- 2021-01-27 CN CN202120230343.2U patent/CN214531259U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211029 |