CN202152462U - Reinforced shock-proof type strip foundation - Google Patents
Reinforced shock-proof type strip foundation Download PDFInfo
- Publication number
- CN202152462U CN202152462U CN2011202085862U CN201120208586U CN202152462U CN 202152462 U CN202152462 U CN 202152462U CN 2011202085862 U CN2011202085862 U CN 2011202085862U CN 201120208586 U CN201120208586 U CN 201120208586U CN 202152462 U CN202152462 U CN 202152462U
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- strip
- groundwork
- strip foundation
- foundation
- boss
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- Expired - Fee Related
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Abstract
The utility model discloses a reinforced shock-proof type strip foundation, which comprises a strip groundwork beam and a foundation beam. Two sides of the lower surface of the strip groundwork beam are provided with reversed edges, the width of the reversed edges is 30 centimeters, and the height of the reversed edges is identical with the height of a mattress layer in a composite groundwork. The strip groundwork beam and the foundation beam are arranged in split mode, bosses are arranged on the upper surface of the strip groundwork beam at intervals, and the clamping positions of the foundation beam and the bosses are provided with grooves for the bosses to be embedded in. The strip groundwork beam and the foundation beam can perform relative motion, when earthquakes happen, the strip groundwork beam can move along the direction of shock, and accordingly the destroy function of the earthquakes is relieved. Besides, the reversed edges arranged on the lower surface of the strip groundwork beam can effectively prevent the mattress layer on the composite groundwork from being extruded in lateral mode under the action of the upper portion load, and avoid overlarge sedimentation of buildings, thereby being wide in practical applicability in the technical field.
Description
Technical field
The utility model belongs to the realm of building construction, is specifically related to a kind of shatter-proof type strip foundation of reinforcing that is used for composite foundation.
Background technology
Housing construction adopts special-shaped column structure or shear wall structure to design for the better space effect of making a profit usually, and this class formation often adopts strip foundation, so strip foundation is used increasingly extensive in the housing construction field; But the strip foundation structure can not bear owing to the displacement that diastrophism brought, and the design of existing isolation structure is complicated, is restricted because of cost is too high; In addition; Mattress layer has adjustment stress in the composite foundation; Effects such as the stress of the native co-ordination of promotion stake, alleviation foundation bed is concentrated; But when composite foundation adopted the mattress layer that flowability is strong, thickness is big, mattress layer easy side direction under the upper load effect was extruded and is caused building settlement excessive.
Summary of the invention
The utility model technical problem to be solved is the deficiency to above-mentioned prior art, provides the reinforcing that a kind of cost is low, bearing capacity is strong, effective shatter-proof type strip foundation.
The technical scheme that the utility model adopted is: the shatter-proof type strip foundation of a kind of reinforcing; Comprise strip foundation beam and grade beam, said strip foundation beam soffit both sides are provided with and turn edge, and the said width that turns edge is 30 centimetres; Its height with composite foundation in mattress layer consistent; Said strip foundation beam and grade beam split are provided with, and at the equidistant boss that is arranged with of strip foundation beam upper surface, said grade beam and above-mentioned boss fastening place are provided with the groove that supplies boss to embed.
As preferably, the area of said groove is greater than the area of said boss, and is provided with flexible damping, buffering piece between groove side and the boss side surfaces.
As preferably, be provided with sliding layer between said grade beam and the strip foundation beam and between groove floor and the boss bottom surface.
The beneficial effect of the utility model is: but because relative motion between strip foundation beam and the grade beam; When earthquake took place, the strip foundation beam can move along direction of vibration, thereby has alleviated the destruction of earthquake; When earthquake stops; Because the effect of flexible damping, buffering piece, grade beam and superstructure can return to original position again lentamente, have reduced the influence of earthquake to building; In addition, can avoid effectively turning edge of strip foundation beam soffit setting that the side direction squeeze-out phenomenon appears in mattress layer on the composite foundation under the upper load effect, avoid the excessive situation of building settlement to take place, have practicality widely in the present technique field.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is an A-A sectional view among Fig. 1.
Among the figure: 1, strip foundation beam; 2, grade beam; 3, turn edge; 4, boss; 5, sliding layer; 6, flexible damping, buffering piece.
The specific embodiment
To combine accompanying drawing and specific embodiment that the utility model is done further explain below.
As depicted in figs. 1 and 2, the shatter-proof type strip foundation of a kind of reinforcing comprises strip foundation beam 1 and grade beam 2; Said strip foundation beam 1 soffit both sides are provided with and turn edge 3; Said 3 the width of turning edge is 30 centimetres, and mattress layer is consistent in its height and the composite foundation, said strip foundation beam 1 and grade beam 2 split settings; At the equidistant boss 4 that is arranged with of strip foundation beam 1 upper surface; Said grade beam 2 is provided with the groove that supplies boss 4 to embed with above-mentioned boss 4 fastening places, and the area of groove is greater than the area of said boss 4, and is provided with flexible damping, buffering piece 6 between groove side and boss 4 sides.As preferably, be provided with sliding layer 5 between said grade beam 2 and the strip foundation beam 1 and between groove floor and boss 4 bottom surfaces.
Claims (3)
1. reinforce shatter-proof type strip foundation for one kind; Comprise strip foundation beam (1) and grade beam (2); It is characterized in that: said strip foundation beam (1) soffit both sides are provided with turn edge (3); The width of said turning edge (3) is 30 centimetres, and mattress layer is consistent in its height and the composite foundation, said strip foundation beam (1) and grade beam (2) split setting; At the equidistant boss (4) that is arranged with of strip foundation beam (1) upper surface, said grade beam (2) is provided with the groove that supplies boss (4) to embed with above-mentioned boss (4) fastening place.
2. the shatter-proof type strip foundation of reinforcing according to claim 1 is characterized in that: the area of said groove is greater than the area of said boss (4), and is provided with flexible damping, buffering piece (6) between groove side and boss (4) side.
3. the shatter-proof type strip foundation of reinforcing according to claim 1 is characterized in that: be provided with sliding layer (5) between said grade beam (2) and the strip foundation beam (1) and between groove floor and boss (4) bottom surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202085862U CN202152462U (en) | 2011-06-21 | 2011-06-21 | Reinforced shock-proof type strip foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202085862U CN202152462U (en) | 2011-06-21 | 2011-06-21 | Reinforced shock-proof type strip foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202152462U true CN202152462U (en) | 2012-02-29 |
Family
ID=45692963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202085862U Expired - Fee Related CN202152462U (en) | 2011-06-21 | 2011-06-21 | Reinforced shock-proof type strip foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202152462U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104165203A (en) * | 2013-05-20 | 2014-11-26 | 北汽福田汽车股份有限公司 | Steel plate spring assembly and vehicle |
| CN105625598A (en) * | 2016-03-24 | 2016-06-01 | 新疆大学 | Under-wall shock isolation device and shock isolation layer structure |
| CN108884653A (en) * | 2016-02-04 | 2018-11-23 | I·特奥保德利 | Ground |
-
2011
- 2011-06-21 CN CN2011202085862U patent/CN202152462U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104165203A (en) * | 2013-05-20 | 2014-11-26 | 北汽福田汽车股份有限公司 | Steel plate spring assembly and vehicle |
| CN108884653A (en) * | 2016-02-04 | 2018-11-23 | I·特奥保德利 | Ground |
| CN108884653B (en) * | 2016-02-04 | 2021-10-29 | I·特奥保德利 | Foundation |
| CN105625598A (en) * | 2016-03-24 | 2016-06-01 | 新疆大学 | Under-wall shock isolation device and shock isolation layer structure |
| CN105625598B (en) * | 2016-03-24 | 2017-12-05 | 新疆大学 | Earthquake isolating equipment and shock insulation Rotating fields under wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120229 Termination date: 20120621 |