CN220284857U - Building foundation beam slab that takes precautions against earthquakes - Google Patents
Building foundation beam slab that takes precautions against earthquakes Download PDFInfo
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- CN220284857U CN220284857U CN202321837826.4U CN202321837826U CN220284857U CN 220284857 U CN220284857 U CN 220284857U CN 202321837826 U CN202321837826 U CN 202321837826U CN 220284857 U CN220284857 U CN 220284857U
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- foundation
- surface wall
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- reinforcing bar
- slab
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 42
- 230000035939 shock Effects 0.000 claims description 10
- 230000006835 compression Effects 0.000 claims description 7
- 238000007906 compression Methods 0.000 claims description 7
- 238000005728 strengthening Methods 0.000 claims description 6
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000013016 damping Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a building foundation shockproof beam slab, which relates to the technical field of building construction and comprises the following components: the foundation body, the roof beam has been pour through the reinforcing bar at the top of foundation body, the top of roof beam is provided with the foundation beam, the foundation slab has been pour through the reinforcing bar at the top of foundation beam, the top of foundation body is provided with a plurality of brace tables, every the equal fixed mounting in top of brace table has the support, every time install the roof beam on the foundation body and accomplish the back, install the brace table in the space that the roof beam was circled, with the brace table overhead mount seat again, let the top of support laminate with the bottom of foundation slab, when the impact force that vibrations produced like this, most can pass through the foundation beam and transmit the roof beam, reentrant foundation body is then, and some parts that are not close to the roof beam can pass through the support and transmit the foundation body in, thereby reduce the impact force that vibrations produced, the degree of combatting of whole building has been improved.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a building foundation shockproof beam slab.
Background
Building foundations are classified into natural foundations and artificial foundations. The foundation which can directly bear the load of the building without treatment is called a natural foundation, whereas the foundation which needs to be treated by a foundation treatment technology is called an artificial foundation, which has very important effect on ensuring the firmness and durability of the building, and the top of the foundation is convenient for playing a role in building the building at the top by installing a ground beam and a foundation beam, wherein the ground beam is a ground beam, is circled to have a closed characteristic, forms an anti-seismic and crack limiting system together with a constructional column, and reduces the side effect of uneven settlement.
However, the existing foundation is used for anti-seismic of the top building, the impact force generated by vibration is generally transmitted to the ground beam through the foundation beam, then the impact force is transmitted to the foundation from the ground beam, and the ground beam is provided with the characteristic of being closed by coiling, so that a plurality of areas of the top building are not supported by the ground beam, the impact force cannot be completely transmitted to the foundation through the ground beam, and the anti-seismic effect is poor.
Disclosure of Invention
The utility model aims to solve the problems that in the prior art, the foundation is used for carrying out earthquake resistance on a top building, impact force generated by vibration is generally transmitted to a ground beam through a foundation beam and then transmitted to the foundation from the ground beam, and the ground beam is provided with a characteristic of being circled to be closed, so that the top building has a plurality of areas without the support of the ground beam, the impact force cannot be completely transmitted to the foundation through the ground beam, the earthquake resistance effect is poor, and the bridge earthquake resistance principle is utilized to solve the problems in the background art by arranging a support in each closed space of the ground beam.
In order to achieve the above purpose, the present utility model adopts the following technical scheme: a building foundation vibration-proof beam slab, comprising: the foundation body, the roof beam has been pour through the reinforcing bar in the top of foundation body, the top of roof beam is provided with the foundation beam, the foundation slab has been pour through the reinforcing bar in the top of foundation beam, the top of foundation body is provided with a plurality of brace tables, every equal fixed mounting in the top of brace table has the support, compressive mechanism has been pour through the reinforcing bar in the top of foundation slab.
Preferably, the inner surface wall of the ground beam and the inner surface wall of the foundation beam are both provided with a plurality of inner reinforcing ribs through concrete pouring, and the outer surface wall of the ground beam and the outer surface wall of the foundation beam are both provided with a plurality of outer reinforcing ribs through concrete pouring, so that stability between the ground beam and the foundation beam is improved in a concrete pouring mode, and accordingly shock resistance of the whole building is improved.
Preferably, the top of foundation body is through screw fixed mounting has a plurality of backup pads, and the outside one side of a plurality of backup pads all is laminated with the exterior wall of girder to be connected with a plurality of outside strengthening ribs through welded mode, be convenient for strengthen the intensity of outside strengthening rib, prevent that outside strengthening rib from causing the bending because of vibrations.
Preferably, the inner surface wall of each supporting plate is welded with a reinforcing plate, so that stability of the supporting plate is improved, and deformation of the supporting plate due to vibration is prevented.
Preferably, the compression mechanism comprises a concrete shell, a plurality of main reinforcing bars are fixedly inserted into the inner surface wall of the concrete shell, a plurality of auxiliary reinforcing bars are fixedly inserted into the inner surface wall of the concrete shell, each main reinforcing bar and each auxiliary reinforcing bar are fixedly connected with the concrete shell in a concrete pouring mode, and plates with high strength and convenient to pour through concrete are connected with the foundation plates, so that the strength of the foundation plates is improved.
Preferably, the top of concrete casing is provided with the shock attenuation board, the top of shock attenuation board is provided with the roof, utilizes the shock-absorbing function of shock attenuation board, can eliminate the impact force of fractional part, reduces the pressure of girder.
Compared with the prior art, the utility model has the advantages and positive effects that,
according to the utility model, the supporting table and the support are arranged, the supporting table is arranged in the space surrounded by the ground beam after the ground beam is arranged on the foundation body, and then the support is arranged on the supporting table, so that the top of the support is attached to the bottom of the foundation plate, when the impact force generated by vibration exists, most of the impact force is transmitted to the ground beam through the foundation beam and then enters the foundation body, and some parts which are not close to the ground beam are transmitted to the foundation body through the support, so that the impact force generated by vibration is reduced, and the earthquake resistance degree of the whole building is improved.
2. In the utility model, in order to improve the connection between the ground beam and the foundation beam, the internal reinforcing ribs and the external reinforcing ribs are arranged, the stability of the ground beam and the foundation beam is improved by utilizing a steel bar pouring mode, and meanwhile, the compression-resistant mechanism is arranged, the concrete shell, the main steel bars and the auxiliary steel bars are fixed by utilizing a pouring mode, so that the compression resistance of the top of the foundation plate is improved.
Drawings
FIG. 1 is a perspective view of a front view structure of a building foundation shockproof beam slab;
fig. 2 is a perspective view of the internal structure of a ground beam in a building foundation shockproof beam slab;
FIG. 3 is a perspective view of a front view structure of a building foundation shockproof beam slab according to the present utility model;
fig. 4 is a perspective view of a partial internal cross-sectional structure of a compression mechanism in a shock-proof beam slab for a building foundation according to the present utility model.
Legend description: 1. a foundation body; 2. a ground beam; 3. a foundation beam; 4. a base plate; 5. a support table; 6. a support; 7. internal reinforcing ribs; 8. external reinforcing ribs; 9. a support plate; 10. a reinforcing plate; 11. a compression-resistant mechanism; 1101. a concrete shell; 1102. a main reinforcing bar; 1103. auxiliary reinforcing steel bars; 12. a shock absorbing plate; 13. and a top plate.
Detailed Description
In order that the above objects, features and advantages of the utility model will be more clearly understood, a further description of the utility model will be rendered by reference to the appended drawings and examples. It should be noted that, in the case of no conflict, the embodiments of the present application and the features in the embodiments may be combined with each other.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present utility model, however, the present utility model may be practiced otherwise than as described herein, and therefore the present utility model is not limited to the specific embodiments of the disclosure that follow.
Embodiment 1 as shown in fig. 1 to 3, the present utility model provides a building foundation vibration-proof beam slab, comprising: the foundation body 1, the roof portion of foundation body 1 has been pour the roof beam 2 through the reinforcing bar, and the top of roof beam 2 is provided with foundation beam 3, and foundation plate 4 has been pour through the reinforcing bar at the top of foundation beam 3, and the top of foundation body 1 is provided with a plurality of supporting tables 5, and the equal fixed mounting in top of every supporting table 5 has support 6, and compressive mechanism 11 has been pour through the reinforcing bar at the top of foundation plate 4.
The effect that its whole embodiment reached is, through setting up brace table 5 and support 6, every time install the land beam 2 on foundation body 1 and accomplish the back, install brace table 5 in the space that the land beam 2 was circled, again with the last support 6 of brace table 5, let the top of support 6 laminate with the bottom of foundation plate 4, when the impact force that vibrations produced like this, most can transmit to the land beam 2 through foundation beam 3, reentrant foundation body 1, and some parts that are not close to the land beam 2 then can transmit in foundation body 1 through support 6, thereby reduce the impact force that vibrations produced, the antidetonation degree of whole building has been improved.
As shown in fig. 2-4, the inner surface wall of the ground beam 2 and the inner surface wall of the foundation beam 3 are both poured with a plurality of inner reinforcing ribs 7 through concrete, the outer surface wall of the ground beam 2 and the outer surface wall of the foundation beam 3 are both poured with a plurality of outer reinforcing ribs 8 through concrete, the top of the foundation body 1 is fixedly provided with a plurality of support plates 9 through screws, one outer side of each of the plurality of support plates 9 is attached to the outer surface wall of the ground beam 2 and is connected with the plurality of outer reinforcing ribs 8 through welding, the inner surface wall of each support plate 9 is welded with a reinforcing plate 10, the compression mechanism 11 comprises a concrete housing 1101, a plurality of main reinforcing bars 1102 are fixedly inserted into the inner surface wall of the concrete housing 1101, a plurality of auxiliary reinforcing bars 1103 are fixedly inserted into the inner surface wall of the concrete housing 1101, each main reinforcing bar 1102 and each auxiliary reinforcing bar 1103 are fixedly connected with the concrete housing 1101 through concrete pouring, the top of the concrete housing 1101 is provided with a damping plate 12, and the top of the damping plate 12 is provided with a top plate 13.
The effect that its whole embodiment 2 reached is, in order to improve the connection between floor beam 2 and the foundation beam 3, has set up inside strengthening rib 7 and outside strengthening rib 8, utilizes the mode that the reinforcing bar was pour, has improved the stability of floor beam 2 and foundation beam 3, has set up compressive mechanism 11 simultaneously, utilizes the mode of pour to fix concrete housing 1101 and main reinforcing bar 1102, vice reinforcing bar 1103, has improved the compressive resistance at foundation plate 4 top.
The working principle of the whole device is as follows: when the building on the roof 13 produces the impact force owing to vibrations, firstly, can carry out the shock attenuation effect of first step through the structure of shock attenuation board 12, then the impact force can be transmitted to the backup pad 9 through the structure of compressive mechanism 11 down steadily, the inside of foundation beam 3 and the earth beam 2 transfer to the foundation body 1 of rethread backup pad 9 bottom, thereby eliminate the impact force on the building, let the building have the shock-resistant ability, because contain some spaces in the earth beam 2, the impact force of the part far away from earth beam 2 on the backup pad 9 is likely can't in time be transmitted to in the foundation body 1 through earth beam 2, consequently, can utilize the supporting principle of bridge to transmit the impact force in the foundation body 1 through support 6 and brace table 5, thereby the impact force on the backup pad 9 can be evenly transported in the foundation body 1, avoid the building to be damaged by the impact force that vibrations produced.
The present utility model is not limited to the above-mentioned embodiments, and any equivalent embodiments which can be changed or modified by the technical content disclosed above can be applied to other fields, but any simple modification, equivalent changes and modification made to the above-mentioned embodiments according to the technical substance of the present utility model without departing from the technical content of the present utility model still belong to the protection scope of the technical solution of the present utility model.
Claims (6)
1. The utility model provides a building foundation beam slab that takes precautions against earthquakes which characterized in that: including ground body (1), ground beam (2) have been pour through the reinforcing bar in the top of ground body (1), the top of ground beam (2) is provided with foundation beam (3), foundation slab (4) have been pour through the reinforcing bar in the top of foundation beam (3), the top of ground body (1) is provided with a plurality of supporting tables (5), every equal fixed mounting in top of supporting table (5) has support (6), compressive mechanism (11) have been pour through the reinforcing bar in the top of foundation slab (4).
2. A building foundation vibration-proof beam slab according to claim 1, wherein: the inner surface wall of the ground beam (2) and the inner surface wall of the foundation beam (3) are both provided with a plurality of inner reinforcing ribs (7) through concrete pouring, and the outer surface wall of the ground beam (2) and the outer surface wall of the foundation beam (3) are both provided with a plurality of outer reinforcing ribs (8) through concrete pouring.
3. A building foundation vibration-proof beam slab according to claim 1, wherein: the top of foundation body (1) is through screw fixed mounting has a plurality of backup pads (9), and the outside one side of a plurality of backup pads (9) all is laminated with the outward appearance wall of girder (2) mutually to be connected with a plurality of outside strengthening ribs (8) through welded mode.
4. A building foundation vibration-proof beam slab according to claim 3, wherein: the inner surface wall of each supporting plate (9) is welded with a reinforcing plate (10).
5. A building foundation vibration-proof beam slab according to claim 1, wherein: the compression mechanism (11) comprises a concrete shell (1101), a plurality of main reinforcing bars (1102) are fixedly inserted into the inner surface wall of the concrete shell (1101), a plurality of auxiliary reinforcing bars (1103) are fixedly inserted into the inner surface wall of the concrete shell (1101), and each main reinforcing bar (1102) and each auxiliary reinforcing bar (1103) are fixedly connected with the concrete shell (1101) in a concrete pouring mode.
6. The building foundation vibration-proof beam slab of claim 5, wherein: the top of the concrete shell (1101) is provided with a shock absorbing plate (12), and the top of the shock absorbing plate (12) is provided with a top plate (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321837826.4U CN220284857U (en) | 2023-07-13 | 2023-07-13 | Building foundation beam slab that takes precautions against earthquakes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321837826.4U CN220284857U (en) | 2023-07-13 | 2023-07-13 | Building foundation beam slab that takes precautions against earthquakes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220284857U true CN220284857U (en) | 2024-01-02 |
Family
ID=89336349
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321837826.4U Active CN220284857U (en) | 2023-07-13 | 2023-07-13 | Building foundation beam slab that takes precautions against earthquakes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220284857U (en) |
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2023
- 2023-07-13 CN CN202321837826.4U patent/CN220284857U/en active Active
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