CN204530792U - A kind of antiseismic structure foundation structure - Google Patents
A kind of antiseismic structure foundation structure Download PDFInfo
- Publication number
- CN204530792U CN204530792U CN201520257874.5U CN201520257874U CN204530792U CN 204530792 U CN204530792 U CN 204530792U CN 201520257874 U CN201520257874 U CN 201520257874U CN 204530792 U CN204530792 U CN 204530792U
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- China
- Prior art keywords
- depression bar
- groove
- support
- base plate
- backstay
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Abstract
The utility model discloses a kind of antiseismic structure foundation structure, comprise the support be installed in ground, described support comprises a base plate, the both sides of described base plate respectively arrange a baffle plate perpendicular to base plate, the upper end being positioned at two baffle plates offers more than one chute, just a slot is all set on end-stopping plate side under each chute, the upper end of described support arranges a mount pad, the both sides being positioned at mount pad are just provided with a square mounting groove to each runner position, in each square mounting groove, a depression bar is all set, the lower end of described depression bar is provided with a support bar perpendicular to depression bar.When there is earthquake in the utility model, the gusset plate of baffle plate both sides is utilized upwards to be pushed up by the backstay of upper end, backstay is inserted in slot and realizes second consolidation, increase the shock resistance of ground, when not there is not earthquake by mount pad as support member, mount pad installs a support outward more again, adds the fastness of ground, and then increases shock resistance.
Description
Technical field
The utility model relates to a kind of antiseismic structure foundation structure.
Background technology
In daily life, particularly many earthquake zonies, the shockproof requirements for house is higher, when preventing earthquake, building collapse has an accident, therefore, for existing building, in order to obtain better shock resistance, foundation strength for building requires higher, and in prior art, the foundation structure design of building is unreasonable, when there is earthquake, due to ground built on the sand, the shock resistance of whole building reduces greatly.
Summary of the invention
Technical problem to be solved in the utility model is to provide that a kind of shock resistance is strong, intensity is high, the antiseismic structure foundation structure of good stability.
The utility model is achieved through the following technical solutions: a kind of antiseismic structure foundation structure, comprise the support be installed in ground, described support comprises a base plate, the both sides of described base plate respectively arrange a baffle plate perpendicular to base plate, described base plate is positioned at the middle of two baffle plates, one first draw-in groove is formed between the upper end of two baffle plates and base plate, be positioned between the lower end of two baffle plates and base plate and form one second draw-in groove, the upper end being positioned at two baffle plates offers more than one chute, just a slot is all set on end-stopping plate side under each chute, the upper end of described support arranges a mount pad, an installation cavity is offered in the upper surface of described mount pad, the both sides being positioned at mount pad are just provided with a square mounting groove to each runner position, in each square mounting groove, a depression bar is all set, the lower end of described depression bar is provided with a support bar perpendicular to depression bar, in " L " type between described depression bar and support bar, the lower end of described depression bar horizontal running through is provided with a groove, be positioned at groove upper and lower side inside and one groove is respectively set, all a positioning rod is installed in described groove, rectifying up and down of described backstay is respectively provided with a back-up block to groove location, the lateral surface being positioned at back-up block is all provided with one first spring, described first spring is in compressing shape, the medial surface of backstay is offseted by the pressure of the first spring and the lateral surface of two baffle plates, described backstay is positioned at the lower end of slot.
As preferred technical scheme, each installation one " L " type gusset plate bottom the lateral surface of described baffle plate, a side of described gusset plate and the lateral surface of baffle plate offset, and the upper end of gusset plate and the lower surface of backstay offset.
As preferred technical scheme, be provided with the second spring in described square mounting groove, the lower end of described second spring is installed on the upper surface of depression bar, and upper end and the square mounting groove inwall of the second spring offset.
As preferred technical scheme, described support, mount pad, depression bar, support bar and backstay are made by steel structure material.
The beneficial effects of the utility model are: the utility model is when earthquake occurs, the gusset plate of baffle plate both sides is utilized upwards to be pushed up by the backstay of upper end, backstay is inserted in slot and realizes second consolidation, increase the shock resistance of ground, when not there is not earthquake by mount pad as support member, mount pad installs a support outward more again, adds the fastness of ground, and then increases shock resistance.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the utility model support;
Fig. 2 is the structural representation of the utility model mount pad;
Fig. 3 is assembling schematic diagram of the present utility model.
Detailed description of the invention
All features disclosed in this manual, or the step in disclosed all methods or process, except mutually exclusive feature and/or step, all can combine by any way.
Arbitrary feature disclosed in this manual (comprising any accessory claim, summary and accompanying drawing), unless specifically stated otherwise, all can be replaced by other equivalences or the alternative features with similar object.That is, unless specifically stated otherwise, each feature is an example in a series of equivalence or similar characteristics.
As Fig. 1, shown in Fig. 2 and Fig. 3, a kind of antiseismic structure foundation structure of the present utility model, comprise the support be installed in ground 15, described support comprises a base plate 2, the both sides of described base plate 2 respectively arrange a baffle plate 4 perpendicular to base plate, described base plate 2 is positioned at the middle of two baffle plates 4, one first draw-in groove 5 is formed between the upper end of two baffle plates 4 and base plate 2, be positioned between the lower end of two baffle plates and base plate and form one second draw-in groove, the upper end being positioned at two baffle plates 4 offers more than one chute 6, just a slot 7 is all set on each chute 6 times end-stopping plate 4 sides, the upper end of described support arranges a mount pad 10, an installation cavity 9 is offered in the upper surface of described mount pad 10, the both sides being positioned at mount pad 10 are just provided with a square mounting groove 8 to each runner position, one depression bar 11 is all set in each square mounting groove 8, the lower end of described depression bar 11 is provided with a support bar 12 perpendicular to depression bar 11, in " L " type between described depression bar 11 and support bar 12, the lower end of described depression bar 11 horizontal running through is provided with a groove, be positioned at groove upper and lower side inside and one groove is respectively set, in described groove, a positioning rod 13 is all installed, rectifying up and down of described backstay 13 is respectively provided with a back-up block to groove location, the lateral surface being positioned at back-up block is all provided with one first spring 14, described first spring 14 is in compressing shape, the medial surface of backstay 13 is offseted by the pressure of the first spring 14 and the lateral surface of two baffle plates 4, described backstay 13 is positioned at the lower end of slot 7.
Wherein, each installation one " L " type gusset plate 1 bottom the lateral surface of baffle plate 4, a side of described gusset plate 1 and the lateral surface of baffle plate 4 offset, and the upper end of gusset plate 1 and the lower surface of backstay 13 offset.
Be provided with the second spring in square mounting groove 8, the lower end of described second spring is installed on the upper surface of depression bar 11, and upper end and the square mounting groove inwall of the second spring offset.
Wherein, support, mount pad 10, depression bar 11, support bar 12 and backstay 13 are made by steel structure material, increase foundation strength, increase stability.
Operating principle: when there is earthquake, because gusset plate is positioned at the lower end of baffle plate, therefore, gusset plate upwards pushes up by the ground of lower end, now, because backstay is positioned at the lower end of slot, after being squeezed, support bar and depression bar move up in square mounting groove, backstay is carried out to move to slot position, when backstay is just to slot, now backstay is inserted in slot and realizes second consolidation, increase the shock resistance of ground, when not there is not earthquake by mount pad as support member, mount pad installs a support outward more again, add the fastness of ground, and then increase shock resistance.
The above, be only detailed description of the invention of the present utility model, but protection domain of the present utility model is not limited thereto, and any change of expecting without creative work or replacement, all should be encompassed within protection domain of the present utility model.Therefore, the protection domain that protection domain of the present utility model should limit with claims is as the criterion.
Claims (4)
1. an antiseismic structure foundation structure, it is characterized in that: comprise the support be installed in ground, described support comprises a base plate, the both sides of described base plate respectively arrange a baffle plate perpendicular to base plate, described base plate is positioned at the middle of two baffle plates, one first draw-in groove is formed between the upper end of two baffle plates and base plate, be positioned between the lower end of two baffle plates and base plate and form one second draw-in groove, the upper end being positioned at two baffle plates offers more than one chute, just a slot is all set on end-stopping plate side under each chute, the upper end of described support arranges a mount pad, an installation cavity is offered in the upper surface of described mount pad, the both sides being positioned at mount pad are just provided with a square mounting groove to each runner position, in each square mounting groove, a depression bar is all set, the lower end of described depression bar is provided with a support bar perpendicular to depression bar, in " L " type between described depression bar and support bar, the lower end of described depression bar horizontal running through is provided with a groove, be positioned at groove upper and lower side inside and one groove is respectively set, all a positioning rod is installed in described groove, rectifying up and down of described backstay is respectively provided with a back-up block to groove location, the lateral surface being positioned at back-up block is all provided with one first spring, described first spring is in compressing shape, the medial surface of backstay is offseted by the pressure of the first spring and the lateral surface of two baffle plates, described backstay is positioned at the lower end of slot.
2. antiseismic structure foundation structure according to claim 1, it is characterized in that: each installation one " L " type gusset plate bottom the lateral surface of described baffle plate, one side of described gusset plate and the lateral surface of baffle plate offset, and the upper end of gusset plate and the lower surface of backstay offset.
3. antiseismic structure foundation structure according to claim 1, is characterized in that: be provided with the second spring in described square mounting groove, and the lower end of described second spring is installed on the upper surface of depression bar, and upper end and the square mounting groove inwall of the second spring offset.
4. require the antiseismic structure foundation structure described in 1 according to profit, it is characterized in that: described support, mount pad, depression bar, support bar and backstay are made by steel structure material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520257874.5U CN204530792U (en) | 2015-04-24 | 2015-04-24 | A kind of antiseismic structure foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520257874.5U CN204530792U (en) | 2015-04-24 | 2015-04-24 | A kind of antiseismic structure foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204530792U true CN204530792U (en) | 2015-08-05 |
Family
ID=53744817
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520257874.5U Expired - Fee Related CN204530792U (en) | 2015-04-24 | 2015-04-24 | A kind of antiseismic structure foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204530792U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922042A (en) * | 2021-03-08 | 2021-06-08 | 海南科技职业大学 | Basic earthquake-resistant structure of building engineering |
-
2015
- 2015-04-24 CN CN201520257874.5U patent/CN204530792U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922042A (en) * | 2021-03-08 | 2021-06-08 | 海南科技职业大学 | Basic earthquake-resistant structure of building engineering |
| CN112922042B (en) * | 2021-03-08 | 2022-03-04 | 海南科技职业大学 | Basic earthquake-resistant structure of building engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20150805 Termination date: 20160424 |