CN214460682U - Frame is built in room of earthquake-resistant structure - Google Patents
Frame is built in room of earthquake-resistant structure Download PDFInfo
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- CN214460682U CN214460682U CN202120125436.9U CN202120125436U CN214460682U CN 214460682 U CN214460682 U CN 214460682U CN 202120125436 U CN202120125436 U CN 202120125436U CN 214460682 U CN214460682 U CN 214460682U
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- 239000010410 layer Substances 0.000 claims description 90
- 239000002184 metal Substances 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 238000013016 damping Methods 0.000 claims description 10
- 239000002344 surface layer Substances 0.000 claims description 9
- 230000001681 protective effect Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 22
- 230000003139 buffering effect Effects 0.000 abstract description 18
- 230000035939 shock Effects 0.000 abstract description 11
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a frame is built in room of antidetonation structure relates to frame technical field is built in room, including frame and room base, the room base comprises base, buffering pond, top layer and spacing frame, the inboard at spacing frame is established to the buffering pond, it has the horizontal buffer layer of second to fill between spacing frame and the buffering pond, the inboard at the buffering pond is established to the base, the inboard in buffering pond is equipped with vertical buffer layer, vertical buffer layer is established in the bottom of base, it has first horizontal buffer layer to fill between the outside of base and the buffering pond, top layer fixed connection is on the top of base, the bottom in buffering pond is equipped with the basic unit, the bottom fixedly connected with foundation pile in buffering pond, the foundation pile runs through the basic unit, the foundation pile has a plurality ofly, and is a plurality of foundation pile evenly distributed is in the bottom of buffering pond. The utility model discloses, the relatively poor and relatively poor problem of anticorrosive effect of frame shock attenuation effect is built in room of having solved current anti-seismic structure.
Description
Technical Field
The utility model relates to a frame technical field is built in the room, and more specifically relates to a frame is built in room of earthquake-resistant structure.
Background
The building is a general name of buildings and structures, and is an artificial environment created by using the grasped material technical means and applying certain scientific laws, wind and water concepts and aesthetic rules in order to meet the needs of social life of people. In the current life, various house buildings are visible everywhere, but the shock absorption capability of a plurality of multi-storey building houses is poor, and particularly in some areas with frequent earthquakes, the multi-storey building houses cannot effectively absorb the shock, so that the building houses are easy to collapse. Therefore, the damping device is required to be applied to the building to improve the stability of the building and achieve an effective anti-seismic effect.
In chinese utility model patent application no: the utility model discloses a structure is built in antidetonation room, this structure is built in antidetonation room, including vibration damping mount and house main part, vibration damping mount's bottom is equipped with the support shell, the support shell with be equipped with two rows of locking units that are linear array between the vibration damping mount, vibration damping mount peg graft in between the support shell, the rectangular channel has been seted up on the inner wall of support shell both sides relatively, fixed mounting has a plurality of first damping spring that are linear arrangement in the rectangular channel. This structure is built in antidetonation room carries out the shock attenuation through a plurality of springs and damper, and the shock attenuation effect is relatively poor, and its anticorrosive effect is relatively poor simultaneously, and spring and damper are perishable to lead to shock-absorbing structure to become invalid.
Therefore, it is necessary to provide a building frame of earthquake-resistant structure to solve the above problems.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model aims to provide a: the relatively poor and relatively poor problem of anticorrosive effect of frame shock attenuation effect is built in order to solve the room of current shock-resistant structure, the utility model provides a frame is built in room of shock-resistant structure.
(II) technical scheme
The utility model discloses a realize above-mentioned purpose and specifically adopt following technical scheme:
the utility model provides a frame is built in room of antidetonation structure, includes frame and room base, the room base comprises base, buffering pond, top layer and spacing frame, the inboard at spacing frame is established to the buffering pond, it has the horizontal buffer layer of second to fill between spacing frame and the buffering pond, the inboard at the buffering pond is established to the base, the inboard in buffering pond is equipped with vertical buffer layer, vertical buffer layer is established in the bottom of base, it has first horizontal buffer layer to fill between the outside of base and the buffering pond, top layer fixed connection is on the top of base, the bottom in buffering pond is equipped with the basic unit, the bottom fixedly connected with foundation pile in buffering pond, the foundation pile runs through the basic unit.
Furthermore, the foundation piles are multiple and are uniformly distributed at the bottom end of the buffer pool.
Furthermore, the frame is arranged at the top end of the surface layer, and the frame penetrates through the surface layer and is fixedly connected with the base.
Further, the length and the width on top layer all are greater than the length and the width of spacing frame, the bottom outside fixedly connected with on top layer protects along.
Furthermore, the guard edge is sleeved on the outer side of the limiting frame.
Furthermore, the base layer consists of a damping layer, a metal reinforcing layer, an anticorrosive layer, a waterproof layer and a rammed earth layer, and the metal reinforcing layer is fixedly connected with the foundation pile.
Furthermore, the shock-absorbing layer is arranged at the top end of the metal reinforcing layer, and the anticorrosive layer is arranged at the bottom end of the metal reinforcing layer.
Further, the waterproof layer is arranged at the bottom end of the anticorrosive layer, and the rammed earth layer is arranged at the bottom end of the waterproof layer.
(III) advantageous effects
The utility model has the advantages as follows:
1. the utility model discloses, through setting up base, buffering pond and spacing frame, reduce the influence of earthquake wave to the base under the effect of first horizontal buffer layer, the horizontal buffer layer of second and vertical buffer layer, under the effect of basic unit and foundation pile, make the ground more stable, solved the relatively poor problem of shock attenuation effect.
2. The utility model discloses, through setting up basic unit, top layer and protecting edge, reduce moisture content infiltration, increase the anticorrosive ability of room base, solved the relatively poor problem of anticorrosive effect.
Drawings
Fig. 1 is a schematic perspective view of the structure of the present invention;
FIG. 2 is a schematic perspective sectional view of the structure of the present invention;
FIG. 3 is a schematic sectional view of the structure of the present invention;
fig. 4 is a schematic cross-sectional view of the base layer of the present invention.
Reference numerals: 1. a frame; 2. a house foundation; 3. a base; 4. a first lateral buffer layer; 5. a buffer pool; 6. a second lateral buffer layer; 7. a base layer; 8. a surface layer; 9. protecting the edge; 10. a longitudinal buffer layer; 11. a limiting frame; 12. foundation piles; 13. a shock-absorbing layer; 14. a metal reinforcing layer; 15. an anticorrosive layer; 16. a waterproof layer; 17. and (5) ramming the soil layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example 1
Referring to fig. 1-3, a building frame of an earthquake-proof structure includes a frame 1 and a base 2, the base 2 is composed of a base 3, a buffer pool 5, top layer 8 and spacing frame 11 are constituteed, buffer pool 5 is established in the inboard of spacing frame 11, it has the horizontal buffer layer 6 of second to fill between spacing frame 11 and the buffer pool 5, base 3 is established in the inboard of buffer pool 5, the inboard of buffer pool 5 is equipped with vertical buffer layer 10, vertical buffer layer 10 is established in the bottom of base 3, frame 1 is established on the top of top layer 8, frame 1 runs through top layer 8 and 3 fixed connection of base, it has first horizontal buffer layer 4 to fill between the outside of base 3 and the buffer pool 5, 8 fixed connection on top of base 3 on top layer, the bottom of buffer pool 5 is equipped with basic unit 7, the bottom fixedly connected with foundation pile 12 of buffer pool 5, foundation pile 12 runs through basic unit 7, foundation pile 12 has a plurality ofly, a plurality of foundation pile 12 evenly distributed are in the bottom of buffer pool 5.
In this embodiment, through setting up base 3, buffer pool 5 and spacing frame 11, through set up the horizontal buffer layer 6 of second between buffer pool 5 and spacing frame 11, can cushion horizontal seismic wave under the effect of the horizontal buffer layer 6 of second, reduce the influence to buffer pool 5, simultaneously under the effect of the first horizontal buffer layer 4 between base 3 and buffer pool 5, further reduce the influence of horizontal seismic wave to base 3, can reduce the influence of vertical seismic wave to base 3 under the effect of vertical buffer layer 10, under the effect of basic unit 7 and foundation pile 12, make the ground more stable, the relatively poor problem of shock attenuation effect has been solved.
Example 2
Referring to fig. 2-4, the present embodiment is further optimized based on embodiment 1, specifically, the length and the width of the surface layer 8 are both greater than the length and the width of the limiting frame 11, and the outer side of the bottom end of the surface layer 8 is fixedly connected with the protective edge 9.
Specifically, the protective edge 9 is sleeved on the outer side of the limiting frame 11.
Specifically, the base layer 7 is composed of a damping layer 13, a metal reinforcing layer 14, an anticorrosive layer 15, a waterproof layer 16 and a ramming layer 17, and the metal reinforcing layer 14 is fixedly connected with the foundation pile 12.
Specifically, the damping layer 13 is arranged at the top end of the metal reinforcing layer 14, and the anticorrosive layer 15 is arranged at the bottom end of the metal reinforcing layer 14.
Specifically, the waterproof layer 16 is arranged at the bottom end of the anticorrosive layer 15, and the rammed earth layer 17 is arranged at the bottom end of the waterproof layer 16.
In this embodiment, through setting up basic unit 7, top layer 8 and protecting along 9, under the effect of top layer 8 and protecting along 9, but rainwater drainage to the outside of spacing frame 11 reduces the rainwater infiltration, under anticorrosive coating 15 and waterproof layer 16's effect, reduces moisture content and from infiltration of ground end, increases 2 inner structure's in room base anticorrosive ability, increases the dampproofing ability in house simultaneously, has solved the relatively poor problem of anticorrosive effect.
In summary, the following steps: the utility model discloses, the relatively poor and relatively poor problem of anticorrosive effect of frame shock attenuation effect is built in room of having solved current anti-seismic structure.
Above, only be the preferred embodiment of the present invention, not be used for limiting the present invention, the patent protection scope of the present invention is based on the claims, all the structural changes equivalent to the content of the description and drawings of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. The utility model provides a frame is built in room of antidetonation structure, includes frame (1) and room base (2), its characterized in that: the house base (2) is composed of a base (3), a buffer pool (5), a surface layer (8) and a limit frame (11), the buffer pool (5) is arranged at the inner side of the limit frame (11), a second transverse buffer layer (6) is filled between the limit frame (11) and the buffer pool (5), the base (3) is arranged on the inner side of the buffer pool (5), the inner side of the buffer pool (5) is provided with a longitudinal buffer layer (10), the longitudinal buffer layer (10) is arranged at the bottom end of the base (3), a first transverse buffer layer (4) is filled between the outer side of the base (3) and the buffer pool (5), the surface layer (8) is fixedly connected with the top end of the base (3), the bottom end of the buffer pool (5) is provided with a base layer (7), the bottom end of the buffer pool (5) is fixedly connected with a foundation pile (12), and the foundation pile (12) penetrates through the base layer (7).
2. A building frame for an earthquake-resistant structure, according to claim 1, wherein: the foundation piles (12) are distributed at the bottom end of the buffer pool (5) evenly.
3. A building frame for an earthquake-resistant structure, according to claim 1, wherein: the frame (1) is arranged at the top end of the surface layer (8), and the frame (1) penetrates through the surface layer (8) and is fixedly connected with the base (3).
4. A building frame for an earthquake-resistant structure, according to claim 1, wherein: the length and the width of top layer (8) all are greater than the length and the width of spacing frame (11), the bottom outside fixedly connected with of top layer (8) protects along (9).
5. The building frame of an earthquake-resistant structure according to claim 4, wherein: the protective edge (9) is sleeved on the outer side of the limiting frame (11).
6. A building frame for an earthquake-resistant structure, according to claim 1, wherein: the base layer (7) is composed of a damping layer (13), a metal reinforcing layer (14), an anticorrosive layer (15), a waterproof layer (16) and a rammed earth layer (17), and the metal reinforcing layer (14) is fixedly connected with the foundation pile (12).
7. The building frame of an earthquake-resistant structure according to claim 6, wherein: the shock-absorbing layer (13) is arranged at the top end of the metal reinforcing layer (14), and the anticorrosive layer (15) is arranged at the bottom end of the metal reinforcing layer (14).
8. The building frame of an earthquake-resistant structure according to claim 6, wherein: the waterproof layer (16) is arranged at the bottom end of the anticorrosive layer (15), and the rammed earth layer (17) is arranged at the bottom end of the waterproof layer (16).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120125436.9U CN214460682U (en) | 2021-01-18 | 2021-01-18 | Frame is built in room of earthquake-resistant structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120125436.9U CN214460682U (en) | 2021-01-18 | 2021-01-18 | Frame is built in room of earthquake-resistant structure |
Publications (1)
Publication Number | Publication Date |
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CN214460682U true CN214460682U (en) | 2021-10-22 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202120125436.9U Expired - Fee Related CN214460682U (en) | 2021-01-18 | 2021-01-18 | Frame is built in room of earthquake-resistant structure |
Country Status (1)
Country | Link |
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CN (1) | CN214460682U (en) |
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2021
- 2021-01-18 CN CN202120125436.9U patent/CN214460682U/en not_active Expired - Fee Related
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211022 |
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CF01 | Termination of patent right due to non-payment of annual fee |