CN212361292U - Large-scale equipment base damping structure - Google Patents
Large-scale equipment base damping structure Download PDFInfo
- Publication number
- CN212361292U CN212361292U CN202020513748.2U CN202020513748U CN212361292U CN 212361292 U CN212361292 U CN 212361292U CN 202020513748 U CN202020513748 U CN 202020513748U CN 212361292 U CN212361292 U CN 212361292U
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- China
- Prior art keywords
- reinforced concrete
- equipment base
- vibration
- enclosure
- floor slab
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 238000013016 damping Methods 0.000 title claims abstract description 34
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 52
- 230000004888 barrier function Effects 0.000 claims abstract description 6
- 238000009413 insulation Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 3
- 239000010959 steel Substances 0.000 claims abstract description 3
- 230000002093 peripheral effect Effects 0.000 abstract description 2
- 230000007547 defect Effects 0.000 description 1
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Abstract
The utility model provides a large-scale equipment base damping structure, which comprises a floor slab, a reinforced concrete fence, a bar planting, a damping sound insulation board, a reinforced concrete equipment base and a wave-shaped spring board; a reinforced concrete barrier is poured above the floor slab, and the width of the reinforced concrete barrier is 100-200 mm; the reinforced concrete enclosure is connected with the floor slab through embedded steel bars; the reinforced concrete enclosure is internally bonded with a vibration-damping sound-insulating plate which also covers a floor slab in the reinforced concrete enclosure; a reinforced concrete equipment base is poured on the surface of the vibration-damping sound-insulating plate in the reinforced concrete enclosure, and the reinforced concrete equipment base is 30-50mm lower than the top surface of the reinforced concrete enclosure; the vibration-damping sound-insulating plate is internally lined with a wave-shaped spring plate; the utility model discloses main equipment base damping structure bearing capacity is strong, can effectively prevent the vibration conduction when the main equipment moves to improve people's living environment quality in the peripheral building space of main equipment.
Description
Technical Field
The utility model relates to a damping technical field especially relates to a main equipment base damping structure.
Background
Along with the improvement of living standard of people, the requirement of people on living environment is higher and higher, and traditional large-scale equipment is directly placed on the floor, so that the vibration generated when the large-scale equipment runs can be conducted to the surrounding building space through the floor, and great troubles are brought to people.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect and not enough, provide a main equipment base damping structure, this main equipment base damping structure bearing capacity is strong, can effectively prevent the vibration conduction when the main equipment moves to improve people's living environment quality in the peripheral building space of main equipment.
In order to achieve the above object, the utility model adopts the following technical scheme: a large-scale equipment base vibration damping structure comprises a floor slab, a reinforced concrete enclosure, embedded bars, vibration damping and sound insulation plates, a reinforced concrete equipment base and a wave-shaped spring plate; a reinforced concrete barrier is poured above the floor slab, and the width of the reinforced concrete barrier is 100-200 mm; the reinforced concrete enclosure is connected with the floor slab through embedded steel bars; the reinforced concrete enclosure is internally bonded with a vibration-damping sound-insulating plate which also covers a floor slab in the reinforced concrete enclosure; a reinforced concrete equipment base is poured on the surface of the vibration-damping sound-insulating plate in the reinforced concrete enclosure, and the reinforced concrete equipment base is 30-50mm lower than the top surface of the reinforced concrete enclosure; the vibration-damping sound-insulating plate is lined with a wave-shaped spring plate.
Preferably, the height of the reinforced concrete enclosure is 300-900 mm.
Preferably, the vibration-damping sound-insulating plate has a thickness of 50 to 100 mm.
Preferably, the reinforced concrete equipment base is specified according to engineering requirements.
The utility model has the advantages that: the large-scale equipment base vibration damping structure is strong in bearing capacity, and can effectively prevent vibration conduction of large-scale equipment during operation, so that the living environment quality of people in the building space around the large-scale equipment is improved.
Drawings
Fig. 1 is a schematic view of a vibration damping structure of a large-scale equipment base.
Wherein: 1 is the floor, 2 is the reinforced concrete fender that encloses, 3 is the bar planting, 4 is the damping acoustic celotex board, 5 is reinforced concrete equipment base, 6 is the wave spring board.
Detailed Description
The present invention will be described in further detail with reference to fig. 1.
As shown in fig. 1, a large-scale equipment base damping structure comprises a floor slab 1, a reinforced concrete enclosure 2, embedded bars 3, a damping sound-insulating plate 4, a reinforced concrete equipment base 5 and a wave-shaped spring plate 6; a reinforced concrete enclosure 2 is poured above the floor slab 1, and the width of the reinforced concrete enclosure 2 is 100-200 mm; the reinforced concrete enclosure 2 is connected with the floor slab 1 through embedded bars 3; the reinforced concrete enclosure 2 is internally bonded with a vibration-damping sound-insulating plate 4, and the vibration-damping sound-insulating plate 2 also covers the floor slab 1 in the reinforced concrete enclosure 2; a reinforced concrete equipment base 5 is poured on the surface of the vibration and sound insulation plate 2 in the reinforced concrete enclosure 2, and the reinforced concrete equipment base 5 is 30-50mm lower than the top surface of the reinforced concrete enclosure 2; the vibration-damping and sound-insulating plate 4 is lined with a wave-shaped spring plate 6.
In specific implementation, the height of the reinforced concrete enclosure 2 is 300-900 mm.
In specific implementation, the thickness of the vibration-damping and sound-insulating plate 4 is 50-100 mm.
In specific implementation, the specification of the reinforced concrete equipment base 5 is determined according to engineering requirements.
Claims (4)
1. The utility model provides a large equipment base damping structure which characterized in that: comprises a floor slab, a reinforced concrete enclosure, embedded bars, a vibration and sound insulation plate, a reinforced concrete equipment base and a wave-shaped spring plate; a reinforced concrete barrier is poured above the floor slab, and the width of the reinforced concrete barrier is 100-200 mm; the reinforced concrete enclosure is connected with the floor slab through embedded steel bars; the reinforced concrete enclosure is internally bonded with a vibration-damping sound-insulating plate which also covers a floor slab in the reinforced concrete enclosure; a reinforced concrete equipment base is poured on the surface of the vibration-damping sound-insulating plate in the reinforced concrete enclosure, and the reinforced concrete equipment base is 30-50mm lower than the top surface of the reinforced concrete enclosure; the vibration-damping sound-insulating plate is lined with a wave-shaped spring plate.
2. The large equipment base vibration damping structure according to claim 1, wherein: the height of the reinforced concrete enclosure is 300-900 mm.
3. The large equipment base vibration damping structure according to claim 1, wherein: the thickness of the vibration reduction sound insulation plate is 50-100 mm.
4. The large equipment base vibration damping structure according to claim 1, wherein: the specification of the reinforced concrete equipment base is determined according to engineering requirements.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020513748.2U CN212361292U (en) | 2020-04-09 | 2020-04-09 | Large-scale equipment base damping structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020513748.2U CN212361292U (en) | 2020-04-09 | 2020-04-09 | Large-scale equipment base damping structure |
Publications (1)
Publication Number | Publication Date |
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CN212361292U true CN212361292U (en) | 2021-01-15 |
Family
ID=74140190
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202020513748.2U Expired - Fee Related CN212361292U (en) | 2020-04-09 | 2020-04-09 | Large-scale equipment base damping structure |
Country Status (1)
Country | Link |
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CN (1) | CN212361292U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113915461A (en) * | 2021-07-13 | 2022-01-11 | 中一达建设集团有限公司 | Large-scale equipment returns font shock attenuation base structure |
-
2020
- 2020-04-09 CN CN202020513748.2U patent/CN212361292U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113915461A (en) * | 2021-07-13 | 2022-01-11 | 中一达建设集团有限公司 | Large-scale equipment returns font shock attenuation base structure |
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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 |
Granted publication date: 20210115 |
|
CF01 | Termination of patent right due to non-payment of annual fee |