CN220014039U - High-efficient antidetonation connection structure of architectural design - Google Patents
High-efficient antidetonation connection structure of architectural design Download PDFInfo
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- CN220014039U CN220014039U CN202321289545.XU CN202321289545U CN220014039U CN 220014039 U CN220014039 U CN 220014039U CN 202321289545 U CN202321289545 U CN 202321289545U CN 220014039 U CN220014039 U CN 220014039U
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- 229910000831 Steel Inorganic materials 0.000 claims description 74
- 239000010959 steel Substances 0.000 claims description 74
- 238000013016 damping Methods 0.000 claims description 28
- 230000035939 shock Effects 0.000 claims description 21
- 239000006096 absorbing agent Substances 0.000 claims 2
- 230000002349 favourable effect Effects 0.000 description 11
- 230000003014 reinforcing effect Effects 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 4
- 238000010030 laminating Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 206010033799 Paralysis Diseases 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a high-efficiency anti-seismic connection structure for building design, which comprises a building base and an anti-seismic mechanism arranged in the building base, wherein the anti-seismic mechanism comprises a building component and an anti-seismic component; the building assembly comprises a building longitudinal beam, a building cross beam and a supporting plate, wherein the top end of a building base is provided with the building longitudinal beam, and the outer wall of the building longitudinal beam is provided with the building cross beam.
Description
Technical Field
The utility model relates to the technical field of building earthquake resistance, in particular to a high-efficiency earthquake-resistant connecting structure for building design.
Background
The building earthquake resistance means that earthquake-proof design buildings are required to be carried out in areas with earthquake fortification intensity of 6 degrees or more, major projects and life line projects are damaged by earthquakes, the damage is large, the loss is serious, and urban functions are sometimes paralyzed, so that compared with a general building structure, the corresponding earthquake fortification requirements of the major projects and the life line projects are required to be improved, the construction projects are required to be carried out according to the earthquake fortification requirements and the earthquake-proof design specifications, and are constructed according to the earthquake-proof design, and the earthquake-proof design is carried out according to the fortification requirements and the specifications, and the construction is carried out according to the design. Earthquake-resistant design and construction are important measures for relieving earthquake disasters.
When the existing high-efficiency anti-seismic connection structure for building design is used, a building longitudinal beam and a building cross beam are hard-connected, cracks and even breaks occur between the building longitudinal beam and the building cross beam due to high strength of earthquake, the self safety of people is seriously endangered during rescue, the use requirements of people are not met, and the high-efficiency anti-seismic connection structure for building design is needed.
Disclosure of Invention
The utility model provides a high-efficiency anti-seismic connecting structure for building design, which aims to overcome the defect that cracks and even breaks occur between a building longitudinal beam and a building cross beam due to high-strength earthquake in the prior art.
In order to solve the technical problems, the utility model provides the following technical scheme:
the utility model relates to a high-efficiency anti-seismic connecting structure for building design, which comprises a building base and an anti-seismic mechanism arranged in the building base, wherein the anti-seismic mechanism comprises a building component and an anti-seismic component;
the building assembly comprises a building longitudinal beam, a building cross beam and a supporting plate, wherein the top end of the building base is provided with the building longitudinal beam, the outer wall of the building longitudinal beam is provided with the building cross beam, and the supporting plate is arranged on one side of the outer wall of the building cross beam, which is positioned on the building longitudinal beam;
the anti-seismic assembly comprises main body steel bars, steel hoops, fracture-resistant steel bars and connecting steel bars, wherein the main body steel bars are arranged in the building cross beams and the building longitudinal beams, the steel hoops are sleeved on the outer walls of the main body steel bars, the fracture-resistant steel bars are arranged on one sides of the main body steel bars, and the connecting steel bars are welded on the outer walls of the fracture-resistant steel bars.
As a preferable technical scheme of the utility model, a first support column is arranged at the bottom end of the building base, a first fastening sleeve is arranged on the outer wall of the first support column, a damping footstock is connected with the bottom end of the first support column through bolts, high-strength damping rubber is arranged at the bottom end of the damping footstock, a steel sheet is arranged on the inner wall of the high-strength damping rubber, a connecting ring is arranged on the outer wall of the steel sheet, a damping support seat is arranged at the bottom end of the high-strength damping rubber, a second support column is connected with the bottom end of the damping support seat through bolts, a second fastening sleeve is arranged on the outer wall of the second support column, and a support base is arranged at the bottom end of the second support column.
As a preferable technical scheme of the utility model, the steel hoops are relatively dense near the connection parts of the building longitudinal beams and the building transverse beams.
As a preferable technical scheme of the utility model, the shape of the supporting plate is trapezoid.
As a preferable technical scheme of the utility model, the connecting steel bars are provided with four groups, and the position relationship of the four groups of connecting steel bars is distributed circumferentially at intervals of 90 degrees relative to the fracture-resistant steel bars.
As a preferable technical scheme of the utility model, seven groups of steel sheets are arranged, and the seven groups of steel sheets are distributed along the inner wall of the high-strength shock-absorbing rubber at equal intervals.
As a preferable technical scheme of the utility model, the connecting ring is concentric in shape, and the steel sheet is tightly attached to the high-strength shock-absorbing rubber through the connecting ring.
The utility model has the following beneficial effects:
1. the arrangement of the denser steel hoops is beneficial to increasing the bending resistance of the connecting parts of the building longitudinal beams and the building cross beams, avoiding the breakage of the connecting parts of the building longitudinal beams and the building cross beams during an earthquake, and is beneficial to realizing the supporting operation of the building cross beams by arranging the trapezoid supporting plates, avoiding the relative rotation of the building longitudinal beams and the building cross beams during the earthquake, and is beneficial to increasing the contact area of the breakage-resistant steel bars and the concrete and avoiding the breakage of the connecting steel bars during the earthquake;
2. through setting up seven groups the steel sheet is favorable to realizing the steady support operation to shock attenuation footstock top building base, through setting up the go-between, is favorable to steel sheet and high strength damping rubber closely laminating, avoids appearing the gap between steel sheet and the high strength damping rubber when the earthquake, through setting up high strength damping rubber, converts the kinetic energy that building base produced into high strength damping rubber's internal energy when the earthquake, the building base that significantly reduces shakes the range.
Drawings
The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model.
FIG. 1 is a schematic view of the overall structure of a high-efficiency earthquake-resistant connection of the present utility model for architectural design;
FIG. 2 is a schematic cross-sectional view of a building stringer and a building beam of a high-efficiency seismic connection of the present utility model;
FIG. 3 is a schematic view of a first support column and a second support column of a high-efficiency seismic connection of the present utility model;
FIG. 4 is a schematic cross-sectional view of a high-strength shock-absorbing rubber for a high-efficiency shock-resistant connection structure for architectural design according to the present utility model.
In the figure: 1. a building base; 2. building longitudinal beams; 3. a building beam; 4. a support plate; 5. a main body reinforcing steel bar; 6. a steel hoop; 7. breaking-resistant reinforcing steel bars; 8. connecting steel bars; 9. a first support column; 10. a first fastening sleeve; 11. a shock absorption footstock; 12. high-strength damping rubber; 13. a steel sheet; 14. a connecting ring; 15. a damping support; 16. a second support column; 17. a second fastening sleeve; 18. and a support base.
Detailed Description
The preferred embodiments of the present utility model will be described below with reference to the accompanying drawings, it being understood that the preferred embodiments described herein are for illustration and explanation of the present utility model only, and are not intended to limit the present utility model.
Example 1
As shown in fig. 1 and 2, the high-efficiency anti-seismic connection structure for building design provided by the utility model comprises a building base 1 and an anti-seismic mechanism arranged in the building base 1, wherein the anti-seismic mechanism comprises a building component and an anti-seismic component;
the building assembly comprises a building longitudinal beam 2, a building cross beam 3 and a supporting plate 4, wherein the top end of the building base 1 is provided with the building longitudinal beam 2, the outer wall of the building longitudinal beam 2 is provided with the building cross beam 3, and one side, positioned on the building longitudinal beam 2, of the outer wall of the building cross beam 3 is provided with the supporting plate 4;
the antidetonation subassembly includes main part reinforcing bar 5, steel hoop 6, anti broken reinforcing bar 7 and connecting reinforcement 8, and the inside of building crossbeam 3 and building longeron 2 all is provided with main part reinforcing bar 5, and steel hoop 6 has been cup jointed to the outer wall of main part reinforcing bar 5, and one side of main part reinforcing bar 5 is provided with anti broken reinforcing bar 7, and anti broken reinforcing bar 7's outer wall welding has connecting reinforcement 8.
Wherein, the steel hoop 6 is close to the connection position of building longeron 2 and building crossbeam 3 and is comparatively intensive, and during operation is through setting up comparatively intensive steel hoop 6, is favorable to increasing the bending resistance of the connection position of building longeron 2 and building crossbeam 3, avoids building longeron 2 and building crossbeam 3's connection position to take place the fracture when the earthquake.
Wherein, the appearance of backup pad 4 is trapezoidal, and during operation is favorable to realizing the support operation to building crossbeam 3 through setting up trapezoidal backup pad 4, avoids building longeron 2 and building crossbeam 3 to appear relative rotation when the earthquake.
Wherein, connecting steel bar 8 is provided with four sets of, and the positional relationship of four sets of connecting steel bars 8 is 90 intermittent type circumference with respect to breaking resistant steel bar 7 and distributes, and during operation is favorable to increasing breaking resistant steel bar 7 and concrete's area of contact through setting up four sets of connecting steel bars 8, avoids connecting steel bar 8 to appear breaking when the earthquake.
Example 2
As shown in fig. 3 and fig. 4, in comparison with the embodiment 1, as another embodiment of the present utility model, the bottom end of the building base 1 is provided with the first support column 9, the outer wall of the first support column 9 is provided with the first fastening sleeve 10, the bottom end bolt of the first support column 9 is connected with the shock absorbing top seat 11, the bottom end of the shock absorbing top seat 11 is provided with the high-strength shock absorbing rubber 12, the inner wall of the high-strength shock absorbing rubber 12 is provided with the steel sheet 13, the outer wall of the steel sheet 13 is provided with the connecting ring 14, the bottom end of the high-strength shock absorbing rubber 12 is provided with the shock absorbing support 15, the bottom end bolt of the shock absorbing support 15 is connected with the second support column 16, the outer wall of the second support column 16 is provided with the second fastening sleeve 17, the bottom end of the second support column 16 is provided with the support base 18, during operation, by setting seven groups of steel sheets 13, the stable support operation of the building base 1 at the top of the shock absorbing top seat 11 is facilitated, the steel sheet 13 is tightly attached to the high-strength shock absorbing rubber 12, gaps between the steel sheet 13 and the high-strength shock absorbing rubber 12 are avoided during an earthquake, the high-strength shock absorbing base 12 can be greatly reduced by setting the high-strength shock absorbing base 1, and the shock absorbing base can greatly shake 1.
The seven groups of steel sheets 13 are arranged, the seven groups of steel sheets 13 are distributed at equal intervals along the inner wall of the high-strength damping rubber 12, and stable supporting operation of the building base 1 at the top end of the damping footstock 11 is facilitated by arranging the seven groups of steel sheets 13 during operation.
Wherein, the external form of go-between 14 is concentric circle form, and steel sheet 13 passes through go-between 14 and high strength damping rubber 12 closely laminating, and during operation is favorable to steel sheet 13 and high strength damping rubber 12 closely laminating through setting up go-between 14, avoids appearing the gap between steel sheet 13 and the high strength damping rubber 12 when the earthquake, through setting up high strength damping rubber 12, converts the kinetic energy that building base 1 produced into high strength damping rubber 12's internal energy when the earthquake, and the amplitude is rocked to the building base 1 that significantly reduces.
During operation, at first, through setting up comparatively intensive steel hoop 6, be favorable to increasing the bending resistance of the junction of building longeron 2 and building crossbeam 3, avoid building longeron 2 and building crossbeam 3's junction to take place to fracture when the earthquake, through setting up trapezoidal backup pad 4, be favorable to realizing the support operation to building crossbeam 3, avoid building longeron 2 and building crossbeam 3 to appear relative rotation when the earthquake, through setting up four sets of connecting reinforcement 8, be favorable to increasing the area of contact of fracture resistance reinforcement 7 and concrete, avoid connecting reinforcement 8 to appear fracture when the earthquake.
Finally, through setting up seven steel sheets 13, be favorable to realizing the steady support operation to shock attenuation footstock 11 top building base 1, through setting up go-between 14, be favorable to steel sheet 13 and high strength damping rubber 12 closely laminating, avoid appearing the gap between steel sheet 13 and the high strength damping rubber 12 when the earthquake, through setting up high strength damping rubber 12, the kinetic energy that building base 1 produced when the earthquake converts into high strength damping rubber 12's internal energy, the amplitude of rocking of building base 1 significantly reduces.
Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (7)
1. The utility model provides a high-efficient antidetonation connection structure of architectural design, includes building base (1) and sets up at the inside antidetonation mechanism of building base (1), its characterized in that: the anti-seismic mechanism comprises a building component and an anti-seismic component;
the building assembly comprises a building longitudinal beam (2), a building cross beam (3) and a supporting plate (4), wherein the building longitudinal beam (2) is arranged at the top end of the building base (1), the building cross beam (3) is arranged on the outer wall of the building longitudinal beam (2), and the supporting plate (4) is arranged on one side of the building longitudinal beam (2) positioned on the outer wall of the building cross beam (3);
the anti-seismic assembly comprises a main body steel bar (5), steel hoops (6), breaking-resistant steel bars (7) and connecting steel bars (8), wherein the main body steel bars (5) are arranged inside the building cross beam (3) and the building longitudinal beam (2), the steel hoops (6) are sleeved on the outer walls of the main body steel bars (5), the breaking-resistant steel bars (7) are arranged on one sides of the main body steel bars (5), and the connecting steel bars (8) are welded on the outer walls of the breaking-resistant steel bars (7).
2. A high efficiency earthquake resistant structural design as set forth in claim 1 wherein: the bottom of building base (1) is provided with first support column (9), the outer wall of first support column (9) is provided with first adapter sleeve (10), the bottom bolted connection of first support column (9) has shock attenuation footstock (11), the bottom of shock attenuation footstock (11) is provided with high strength damping rubber (12), the inner wall of high strength damping rubber (12) is provided with steel sheet (13), the outer wall of steel sheet (13) is provided with go-between (14), the bottom of high strength damping rubber (12) is provided with shock absorber support (15), the bottom bolted connection of shock absorber support (15) has second support column (16), the outer wall of second support column (16) is provided with second adapter sleeve (17), the bottom of second support column (16) is provided with supporting base (18).
3. A high efficiency earthquake resistant structural design as set forth in claim 1 wherein: the connection parts of the steel hoops (6) close to the building longitudinal beams (2) and the building cross beams (3) are dense.
4. A high efficiency earthquake resistant structural design as set forth in claim 1 wherein: the shape of the supporting plate (4) is trapezoid.
5. A high efficiency earthquake resistant structural design as set forth in claim 1 wherein: the connecting steel bars (8) are provided with four groups, and the position relation of the four groups of connecting steel bars (8) is intermittently circumferentially distributed at 90 degrees relative to the fracture-resistant steel bars (7).
6. A high efficiency earthquake resistant structure for architectural design as set forth in claim 2 wherein: seven groups of steel sheets (13) are arranged, and the seven groups of steel sheets (13) are distributed at equal intervals along the inner wall of the high-strength damping rubber (12).
7. A high efficiency earthquake resistant structure for architectural design as set forth in claim 2 wherein: the appearance of the connecting ring (14) is concentric circle, and the steel sheet (13) is tightly attached to the high-strength shock-absorbing rubber (12) through the connecting ring (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321289545.XU CN220014039U (en) | 2023-05-25 | 2023-05-25 | High-efficient antidetonation connection structure of architectural design |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321289545.XU CN220014039U (en) | 2023-05-25 | 2023-05-25 | High-efficient antidetonation connection structure of architectural design |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220014039U true CN220014039U (en) | 2023-11-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321289545.XU Active CN220014039U (en) | 2023-05-25 | 2023-05-25 | High-efficient antidetonation connection structure of architectural design |
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| Country | Link |
|---|---|
| CN (1) | CN220014039U (en) |
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- 2023-05-25 CN CN202321289545.XU patent/CN220014039U/en active Active
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