CN218990486U - Steel house connected node with antidetonation - Google Patents
Steel house connected node with antidetonation Download PDFInfo
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- CN218990486U CN218990486U CN202223464551.2U CN202223464551U CN218990486U CN 218990486 U CN218990486 U CN 218990486U CN 202223464551 U CN202223464551 U CN 202223464551U CN 218990486 U CN218990486 U CN 218990486U
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Abstract
The utility model relates to the technical field of house node structures, in particular to a steel structure house connecting node with earthquake resistance, which comprises: the first connecting plate, the second connecting plate is installed to first connecting plate one side, first connecting plate bottom is connected with the house post, second connecting plate bottom is connected with the house roof beam, first connecting plate and second connecting plate junction are filled with flexible filler, the strengthening rib is installed to flexible filler top, first connecting plate surface mounting has interior arc board, interior curb plate is installed to interior arc board below, second connecting plate surface mounting has outer arc board. This steel house connected node with antidetonation compares with prior art with through the damping board, the damping board has the cushioning effect, when first connecting plate and second connecting plate take place a bit relative angular displacement for outer arc board and inner arc board are relative, and the damping board of installing between outer arc board and inner arc board takes place great relative displacement, thereby reaches better shock attenuation effect.
Description
Technical Field
The utility model relates to the technical field of house node structures, in particular to a house connecting node with an anti-seismic steel structure.
Background
It is known that the joints are joints for the structural transfer of the building construction and must be of sufficient strength, but in practical working applications the stresses on the joints are complex and in case of an earthquake the joints have become the most vulnerable parts of the frame.
In the existing house connecting node, in house vibration caused by other reasons such as earthquake, a better energy-consumption damping device is not used for protecting a house structure, and therefore, the house connecting node with the anti-seismic steel structure is provided.
Disclosure of Invention
The utility model aims to provide a steel structure house connecting node with earthquake resistance, which aims to solve the problem that the existing house connecting node in the background art has no better energy-consumption damping device for protecting a house structure in house vibration caused by other reasons such as earthquake.
In order to achieve the above purpose, the present utility model provides the following technical solutions: a steel structure house connection node with shock resistance comprising:
the first connecting plate, the second connecting plate is installed to first connecting plate one side, first connecting plate bottom is connected with the house post, second connecting plate bottom is connected with the house roof beam, first connecting plate and second connecting plate junction are filled with flexible filler, the strengthening rib is installed to flexible filler top, first connecting plate surface mounting has interior arc board, interior curb plate is installed to interior arc board below, second connecting plate surface mounting has outer arc board, outer curb plate is installed to outer arc board below;
the damping plate is arranged between the inner arc plate and the outer arc plate, a damping plate through hole is formed in the damping plate, a connecting column is mounted in the damping plate through hole, and connectors are connected to two ends of the connecting column.
Preferably, the outer arc plate is further provided with:
the outer arc plate inner hole is formed in the surface of the outer arc plate, the outer arc plate side hole is formed in the side face of the outer arc plate, and the connecting pin penetrates through the outer arc plate side hole.
Preferably, the inner arc plate is further provided with:
the inner arc plate outer hole is formed in the surface of the inner arc plate, and the side face of the inner arc plate is provided with an inner arc plate side hole.
Preferably, the outer arc plate and the inner arc plate are symmetrical about the central axis of the first connecting plate, and the outer arc plate and the inner arc plate are both provided with two.
Preferably, the first connecting plate is connected with the house column through threads, and the second connecting plate is connected with the house beam through threads.
Preferably, the outer arc plate is movably connected with the inner arc plate through a connecting column, the inner surface of the outer arc plate is tightly attached to the upper surface of the damping plate, and the outer surface of the inner arc plate is tightly attached to the lower surface of the damping plate.
Preferably, the connector is connected with the outer arc plate and the inner arc plate in a rotating way through the connecting pin, the connector is symmetrical about the central axis of the connecting column, and the connector is provided with two connectors.
Compared with the prior art, the utility model provides the steel structure house connecting node with earthquake resistance, which has the following beneficial effects: this steel house connected node with antidetonation can have the cushioning effect through the damping plate, and when first connecting plate and second connecting plate took place a bit relative angular displacement for outer arc board and inner arc board are relative, and the great relative displacement takes place for the damping plate of installing between outer arc board and inner arc board, thereby reaches better shock attenuation effect.
1. According to the utility model, through the arranged flexible filler, the first connecting plate and the second connecting plate are connected with each other through the flexible filler, so that the rigid connection between the house beam and the house column can be converted into the flexible connection, and when the house encounters vibration, the influence of the vibration on the house can be counteracted through the deformation of the flexible filler;
2. according to the utility model, through the connecting column, the connecting column can be inserted into the inner hole of the outer arc plate and the outer hole of the inner arc plate, and then the connecting pin is utilized to form the side hole of the outer arc plate; the inner arc plate side holes are inserted into the connectors, so that the outer arc plate and the inner arc plate are connected with each other, the connection strength between the outer arc plate and the inner arc plate is improved, and the reliability of the node is enhanced;
3. according to the utility model, the first connecting plate and the second connecting plate are arranged, so that the first connecting plate can be connected to the house column by using the bolts, and the second connecting plate is connected to the house beam, thereby enhancing the connection strength between the house beam and the house column and improving the reliability of the house.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic cross-sectional view of the present utility model;
FIG. 3 is a schematic view of an inner arc plate structure of the present utility model;
FIG. 4 is a schematic view of the bottom view of the outer arc plate of the present utility model;
FIG. 5 is a schematic view of a connecting column according to the present utility model.
In the figure: 1. a first connection plate; 2. a second connecting plate; 3. a flexible filler; 4. reinforcing ribs; 5. an outer arc plate; 6. an inner arc plate; 7. an inner side plate; 8. an outer panel; 9. a connecting pin; 10. a damping plate; 11. side holes of the outer arc plate; 12. side holes of the inner arc plate; 13. a connecting column; 14. a connector; 15. an inner hole of the outer arc plate; 16. an inner arc plate outer hole; 17. damping plate through hole; 18. house columns; 19. house beams.
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.
The utility model provides a steel structure house connecting node with earthquake resistance, as shown in fig. 1-2, comprising: the first connecting plate 1, the second connecting plate 2 is installed on one side of the first connecting plate 1, the bottom of the first connecting plate 1 is connected with the house post 18, the bottom of the second connecting plate 2 is connected with the house beam 19, the first connecting plate 1 is connected with the house post 18 through threads, the second connecting plate 2 is connected with the house beam 19 through threads, the first connecting plate 1 can be connected with the house post 18 through bolts, and the second connecting plate 2 is connected with the house beam 19, so that the connection strength between the house beam 19 and the house post 18 is enhanced, and the reliability of a house is improved; the joint of the first connecting plate 1 and the second connecting plate 2 is filled with the flexible filler 3, the first connecting plate 1 and the second connecting plate 2 are connected with each other through the flexible filler 3, so that the rigid connection between the house beam 19 and the house column 18 can be converted into flexible connection, and when the house encounters vibration, the influence of the vibration on the house can be counteracted through the deformation of the flexible filler 3; the reinforcing ribs 4 are arranged above the flexible filling material 3, the inner arc plate 6 is arranged on the surface of the first connecting plate 1, the inner side plate 7 is arranged below the inner arc plate 6, the outer arc plate 5 is arranged on the surface of the second connecting plate 2, the outer side plate 8 is arranged below the outer arc plate 5, the outer arc plate 5 and the inner arc plate 6 are symmetrical relative to the central axis of the first connecting plate 1, and the outer arc plate 5 and the inner arc plate 6 are provided with two; the damping plate 10, it installs between inner arc board 6 and outer arc board 5, constitute swing joint between outer arc board 5 and the inner arc board 6 through spliced pole 13, and outer arc board 5 internal surface closely laminates with the upper surface of damping plate 10, and the inner arc board 6 surface closely laminates with the lower surface of damping plate 10, damping plate 10 has the effect of enlargies, when first connecting plate 1 and second connecting plate 2 take place a bit relative angular displacement, make outer arc board 5 and inner arc board 6 relative, the damping plate 10 of installing between outer arc board 5 and inner arc board 6 takes place great relative displacement, thereby reach better shock attenuation effect.
As shown in fig. 2-5, a steel structure house connection node with earthquake resistance, comprising: a damping plate through hole 17 is formed in the damping plate 10, a connecting column 13 is arranged in the damping plate through hole 17, and connectors 14 are connected to two ends of the connecting column 13; an outer arc plate inner hole 15 which is formed on the surface of the outer arc plate 5, an outer arc plate side hole 11 is formed on the side surface of the outer arc plate 5, and a connecting pin 9 is arranged in the outer arc plate side hole 11 in a penetrating manner; an inner arc plate outer hole 16 which is formed on the surface of the inner arc plate 6, and an inner arc plate side hole 12 is formed on the side surface of the inner arc plate 6; the connector 14 is connected for rotating between the outer arc plate 5 and the inner arc plate 6 through the connecting pin 9, the connector 14 is symmetrical about the central axis of the connecting column 13, the connector 14 is provided with two connecting columns 13 which can be inserted into the inner hole 15 of the outer arc plate and the outer hole 16 of the inner arc plate, the connecting pin 9 is used for being inserted into the connector 14 from the side hole 11 of the outer arc plate and the side hole 12 of the inner arc plate, the outer arc plate 5 and the inner arc plate 6 are connected with each other, the connecting strength between the outer arc plate 5 and the inner arc plate 6 is improved, and the reliability of a node is enhanced.
Working principle: when the anti-seismic steel structure house connecting node is used, firstly, a connecting column 13 is inserted into a damping plate through hole 17 in the damping plate 10, then a connector 14 at one end of the connecting column 13 is inserted into an inner arc plate outer hole 16, then a connecting pin 9 is inserted into an inner arc plate side hole 12 for fixation, then a connector 14 at the other end of the connecting column 13 is inserted into an outer arc plate inner hole 15, and then the connecting pin 9 is inserted into an outer arc plate side hole 11 for fixation, so that an outer arc plate 5 and an inner arc plate 6 can be connected, and the damping plate 10 is fixed between the outer arc plate 5 and the inner arc plate 6; then, the inner arc plate 6 is fixed on the first connecting plate 1 by the inner side plate 7, and the outer arc plate 5 is fixed on the second connecting plate 2 by the outer side plate 8; then, the first connecting plate 1 is connected to the house post 18 by using bolts, the second connecting plate 2 is connected to the house beam 19, the flexible filler 3 between the first connecting plate 1 and the second connecting plate 2 can convert the rigid connection between the house beam 19 and the house post 18 into flexible connection, and the reinforcing ribs 4 are arranged above the flexible filler 3, so that the connection strength can be increased; finally, when the house is subjected to vibration, when the first connecting plate 1 and the second connecting plate 2 generate a bit of relative angular displacement, the outer arc plate 5 and the inner arc plate 6 are opposite, and the damping plate 10 arranged between the outer arc plate 5 and the inner arc plate 6 generates a larger relative displacement, so that a better damping effect is achieved.
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 (7)
1. A steel structure house connection node with antidetonation, characterized by comprising:
the novel building house comprises a first connecting plate (1), wherein a second connecting plate (2) is arranged on one side of the first connecting plate (1), house columns (18) are connected to the bottom of the first connecting plate (1), house beams (19) are connected to the bottom of the second connecting plate (2), flexible filling materials (3) are filled at the joint of the first connecting plate (1) and the second connecting plate (2), reinforcing ribs (4) are arranged above the flexible filling materials (3), an inner arc plate (6) is arranged on the surface of the first connecting plate (1), an inner side plate (7) is arranged below the inner arc plate (6), an outer arc plate (5) is arranged on the surface of the second connecting plate (2), and an outer side plate (8) is arranged below the outer arc plate (5);
damping board (10), it is installed between inner arc board (6) and outer arc board (5), damping board through-hole (17) have been seted up to damping board (10) inside, damping board through-hole (17) internally mounted has spliced pole (13), spliced pole (13) both ends are connected with connector (14).
2. A steel house connection node with earthquake resistance according to claim 1, characterized in that the outer arc plate (5) is further provided with:
the outer arc plate inner hole (15) is formed in the surface of the outer arc plate (5), the outer arc plate side hole (11) is formed in the side face of the outer arc plate (5), and the connecting pin (9) is arranged in the outer arc plate side hole (11) in a penetrating mode.
3. A steel house connection node with earthquake resistance according to claim 1, characterized in that the inner arc plate (6) is further provided with:
the inner arc plate outer hole (16) is formed in the surface of the inner arc plate (6), and the side surface of the inner arc plate (6) is provided with an inner arc plate side hole (12).
4. A steel house connection node with shock resistance according to claim 1, characterized in that the outer arc plate (5) and the inner arc plate (6) are both symmetrical with respect to the central axis of the first connection plate (1), and that both the outer arc plate (5) and the inner arc plate (6) are provided with two.
5. A steel structure house connection node with earthquake resistance according to claim 1, characterized in that the first connection plate (1) is screwed with the house column (18) and the second connection plate (2) is screwed with the house beam (19).
6. A steel house connection node with shock resistance according to claim 1, characterized in that the outer arc plate (5) is movably connected with the inner arc plate (6) through a connecting column (13), the inner surface of the outer arc plate (5) is tightly attached to the upper surface of the damping plate (10), and the outer surface of the inner arc plate (6) is tightly attached to the lower surface of the damping plate (10).
7. A steel house connection node with shock resistance according to claim 2, characterized in that the connection head (14) is connected with the outer arc plate (5) and the inner arc plate (6) in a rotating way through the connection pin (9), and the connection head (14) is symmetrical about the central axis of the connection column (13), and the connection head (14) is provided with two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223464551.2U CN218990486U (en) | 2022-12-23 | 2022-12-23 | Steel house connected node with antidetonation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223464551.2U CN218990486U (en) | 2022-12-23 | 2022-12-23 | Steel house connected node with antidetonation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218990486U true CN218990486U (en) | 2023-05-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223464551.2U Active CN218990486U (en) | 2022-12-23 | 2022-12-23 | Steel house connected node with antidetonation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218990486U (en) |
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2022
- 2022-12-23 CN CN202223464551.2U patent/CN218990486U/en active Active
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