CN216041877U - Shockproof prefabricated part - Google Patents
Shockproof prefabricated part Download PDFInfo
- Publication number
- CN216041877U CN216041877U CN202121562821.6U CN202121562821U CN216041877U CN 216041877 U CN216041877 U CN 216041877U CN 202121562821 U CN202121562821 U CN 202121562821U CN 216041877 U CN216041877 U CN 216041877U
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- plate
- shaped structure
- frame
- seismic
- preform
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- 230000001413 cellular effect Effects 0.000 claims description 12
- 239000000463 material Substances 0.000 abstract description 3
- 239000007787 solid Substances 0.000 abstract description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
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Abstract
The utility model discloses a shockproof prefabricated part, which comprises: the frame includes: the device comprises a first plate-shaped structure, a second plate-shaped structure and a third plate-shaped structure, wherein the second plate-shaped structure and the third plate-shaped structure are perpendicular to the first plate-shaped structure, one end of the first plate-shaped structure is connected with the upper end of the second plate-shaped structure, the other end of the first plate-shaped structure is connected with the upper end of the third plate-shaped structure, and the shape and the size of the second plate-shaped structure are the same as those of the third plate-shaped structure; the two baffles are respectively arranged on two sides of the frame and are arranged in parallel to the second plate-shaped structure; and the plurality of honeycomb anti-seismic structures are connected with the first plate-shaped structure. The utility model utilizes the structural anti-seismic property of honeycomb type, and the middle part is mostly hollow, thereby saving materials. The utility model adopts a mode of splicing up and down, and the honeycomb-shaped polygonal structure can bear weight for many times when meeting geological disasters, and can be divided into a plurality of small blocks when not bearing pressure, so that the solid part of the structure is less, and the harmfulness is lower.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to a quakeproof prefabricated member.
Background
In the building engineering, the prefab generally has relatively poor earthquake-proof performance, and under the condition that geological disasters are produced, the prefab often falls down wholly and harms extremely seriously. In addition, the most common prefabricated members used nowadays are thick and heavy and have large volume, and the damage is particularly serious. The common prefabricated member is usually a plate member with a circular through hole, and although the structural characteristics of circular compression resistance are utilized, the compression resistance is limited, and most of the prefabricated member still has a solid structure and wastes materials.
SUMMERY OF THE UTILITY MODEL
In view of the above, the present invention aims to provide a quakeproof preform.
In order to achieve the purpose, the utility model adopts the technical scheme that:
a seismic preform, comprising:
a frame, both of the frames comprising: the device comprises a first plate-shaped structure, a second plate-shaped structure and a third plate-shaped structure, wherein the second plate-shaped structure and the third plate-shaped structure are perpendicular to the first plate-shaped structure, one end of the first plate-shaped structure is connected with the upper end of the second plate-shaped structure, the other end of the first plate-shaped structure is connected with the upper end of the third plate-shaped structure, and the shape and the size of the second plate-shaped structure are the same as those of the third plate-shaped structure;
the two baffles are respectively arranged on two sides of the frame and are arranged in parallel to the second plate-shaped structure;
the honeycomb anti-seismic structure is arranged in the frame, and the honeycomb anti-seismic structures are connected with the first plate-shaped structure.
The above seismic preform, wherein the cellular seismic structure comprises: the structure comprises a fourth plate-shaped structure, a fifth plate-shaped structure and a sixth plate-shaped structure, wherein the fifth plate-shaped structure is arranged in parallel with the first plate-shaped structure, the upper surface of the fifth plate-shaped structure is arranged in close contact with the lower surface of the first plate-shaped structure, two ends of the fifth plate-shaped structure are respectively connected with the fourth plate-shaped structure and the sixth plate-shaped structure, and the fourth plate-shaped structure and the sixth plate-shaped structure are arranged at an included angle of 120 degrees with the fifth plate-shaped structure.
The above-mentioned quakeproof preform further comprises: and two ends of each connecting plate are respectively connected with the two honeycomb anti-seismic structures.
In the quake-proof prefabricated member, one end of the connecting plate is connected to the lower end of the fourth plate-shaped structure of one honeycomb quake-proof structure, and the other end of the connecting plate is connected to the lower end of the sixth plate-shaped structure of the other honeycomb quake-proof structure.
The above seismic preform, wherein the connecting plate is parallel to the fifth plate-like structure.
In the above shockproof prefabricated member, the two frames are arranged in a vertically symmetrical manner, wherein the lower surface of the second plate-shaped structure of one frame and the lower surface of the second plate-shaped structure of the other frame are arranged in a closely attached manner, the lower surface of the third plate-shaped structure of one frame and the lower surface of the third plate-shaped structure of the other frame are arranged in a closely attached manner, and the lower surface of the first plate-shaped structure of one frame and the lower surface of the first plate-shaped structure of the other frame are arranged in an opposite manner.
In the quakeproof prefabricated member, every two honeycomb quakeproof structures are arranged in an up-down symmetrical mode, and the two symmetrically arranged honeycomb quakeproof structures are in a regular hexagon shape.
In the above shockproof prefabricated member, the two baffles are respectively disposed at two sides of the two frames which are symmetrically disposed up and down, wherein one of the baffles is tightly attached to the second plate-shaped structure of one of the frames, and the other baffle is tightly attached to the third plate-shaped structure of one of the frames.
Due to the adoption of the technology, compared with the prior art, the utility model has the following positive effects:
(1) the utility model utilizes the structural anti-seismic property of honeycomb type, and the middle part is mostly hollow, thereby saving materials.
(2) The utility model adopts a mode of splicing up and down, and the honeycomb-shaped polygonal structure can bear weight for many times when meeting geological disasters, and can be divided into a plurality of small blocks when not bearing pressure, so that the solid part of the structure is less, and the harmfulness is lower.
Drawings
FIG. 1 is a schematic view of an assembly of the inventive preform for shock protection.
FIG. 2 is a schematic representation of the axial measurement of the unitized shockproof preforms of the present invention.
FIG. 3 is a schematic representation of the combined axis measurements of the seismic preform of the utility model.
FIG. 4 is a schematic axial view of the preform of the utility model.
Fig. 5 is a schematic view of a frame and a honeycomb seismic structure of the seismic preform of the utility model.
Fig. 6 is a schematic view of a frame and a honeycomb seismic structure of the seismic preform of the utility model.
In the drawings: 1. a frame; 2. a cellular seismic structure; 3. a baffle plate; 11. a first plate-like structure; 12. a second plate-like structure; 13. a third plate-like structure; 21. a fifth plate-like structure; 22. A fourth plate-like structure; 23. a sixth plate-like structure; and 24 connecting the plates.
Detailed Description
The utility model is further described with reference to the following drawings and specific examples, which are not intended to be limiting. FIG. 1 is a schematic view of a plane in the width direction of a hollow slab of the seismic preform of the utility model; FIG. 2 is a schematic view of a lengthwise plane of a hollow slab of the seismic preform of the utility model; FIG. 3 is a schematic axial view of the preform of the utility model; FIG. 4 is a schematic axial view of the preform of the utility model; FIG. 5 is a schematic view of a cross-section of the preform of the utility model; FIG. 6 is a schematic view showing the combination in the width direction of the hollow core slab of the seismic preform of the utility model. Referring to fig. 1 to 6, there is shown a preform for shock resistance according to a preferred embodiment, comprising:
frame 1, both frames 1 comprise: a first plate-shaped structure 11, a second plate-shaped structure 12 and a third plate-shaped structure 13, wherein the second plate-shaped structure 12 and the third plate-shaped structure 13 are perpendicular to the first plate-shaped structure 11, one end of the first plate-shaped structure 11 is connected with the upper end of the second plate-shaped structure 12, the other end of the first plate-shaped structure 11 is connected with the upper end of the third plate-shaped structure 13, and the shape and the size of the second plate-shaped structure 12 are the same as those of the third plate-shaped structure 13;
the two baffles 3 are respectively arranged at two sides of the frame 1, and the two baffles 3 are both arranged in parallel to the second plate-shaped structure 12;
In a preferred embodiment, the cellular seismic structure 2 comprises: the structure comprises a fourth plate-shaped structure 22, a fifth plate-shaped structure 21 and a sixth plate-shaped structure 23, wherein the fifth plate-shaped structure 21 is arranged parallel to the first plate-shaped structure 11, the upper surface of the fifth plate-shaped structure 21 is arranged to be close to the lower surface of the first plate-shaped structure 11, two ends of the fifth plate-shaped structure 21 are respectively connected with the fourth plate-shaped structure 22 and the sixth plate-shaped structure 23, and the fourth plate-shaped structure 22 and the sixth plate-shaped structure 23 are arranged at an included angle of 120 degrees with the fifth plate-shaped structure 21.
In a preferred embodiment, the method further comprises: and two ends of each connecting plate 24 are respectively connected with the two honeycomb anti-seismic structures 2.
As shown in fig. 4, the third plate-like structure 13, the fourth plate-like structure 22 and the fifth plate-like structure 21 form a half of a regular hexagon shape, and the connection plate 24 connects the two cellular earthquake-resistant structures 2.
In a preferred embodiment, one end of the connecting plate 24 is connected to the lower end of the fourth plate-like structure 22 of one honeycomb seismic structure 2, and the other end of the connecting plate 24 is connected to the lower end of the sixth plate-like structure 23 of another honeycomb seismic structure 2.
In a preferred embodiment, the connection plate 24 is parallel to the fifth plate-like structure 21.
The above are merely preferred embodiments of the present invention, and the embodiments and the protection scope of the present invention are not limited thereby.
The present invention also has the following embodiments in addition to the above:
in a further embodiment of the present invention, the two frames 1 are arranged symmetrically up and down, wherein the lower surface of the second plate-like structure 12 of one frame 1 and the lower surface of the second plate-like structure 12 of the other frame 1 are arranged closely, the lower surface of the third plate-like structure 13 of one frame 1 and the lower surface of the third plate-like structure 13 of the other frame 1 are arranged closely, and the lower surface of the first plate-like structure 11 of one frame 1 and the lower surface of the first plate-like structure 11 of the other frame 1 are arranged oppositely.
In a further embodiment of the utility model, every two cellular earthquake-resistant structures 2 are arranged up and down symmetrically, and the two cellular earthquake-resistant structures 2 arranged symmetrically are in a regular hexagon shape.
As shown in FIG. 1, two frames 1 and a plurality of cellular earthquake-resistant structures 2 in the two frames 1 are uniformly and oppositely arranged.
In a further embodiment of the present invention, two baffles 3 are respectively disposed on two sides of two frames 1 disposed symmetrically up and down, wherein one baffle 3 is tightly attached to the second plate-like structure 12 of one frame 1, and the other baffle 3 is tightly attached to the third plate-like structure 13 of one frame 1.
As shown in fig. 2, the two baffles 3 are disposed on both sides to align the upper and lower structures, and in a preferred embodiment, the two baffles 3 are respectively connected to the two frames 1 by using cement, and in another preferred embodiment, the two baffles 3 are connected to a fixed portion in a use scene.
While the utility model has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the spirit and scope of the utility model.
Claims (8)
1. A seismic preform, comprising:
a frame, both of the frames comprising: the device comprises a first plate-shaped structure, a second plate-shaped structure and a third plate-shaped structure, wherein the second plate-shaped structure and the third plate-shaped structure are perpendicular to the first plate-shaped structure, one end of the first plate-shaped structure is connected with the upper end of the second plate-shaped structure, the other end of the first plate-shaped structure is connected with the upper end of the third plate-shaped structure, and the shape and the size of the second plate-shaped structure are the same as those of the third plate-shaped structure;
the two baffles are respectively arranged on two sides of the frame and are arranged in parallel to the second plate-shaped structure;
the honeycomb anti-seismic structure is arranged in the frame, and the honeycomb anti-seismic structures are connected with the first plate-shaped structure.
2. The seismic preform of claim 1, wherein the cellular seismic structure comprises: the structure comprises a fourth plate-shaped structure, a fifth plate-shaped structure and a sixth plate-shaped structure, wherein the fifth plate-shaped structure is arranged in parallel with the first plate-shaped structure, the upper surface of the fifth plate-shaped structure is arranged in close contact with the lower surface of the first plate-shaped structure, two ends of the fifth plate-shaped structure are respectively connected with the fourth plate-shaped structure and the sixth plate-shaped structure, and the fourth plate-shaped structure and the sixth plate-shaped structure are arranged at an included angle of 120 degrees with the fifth plate-shaped structure.
3. A preform as claimed in claim 2, further comprising: and two ends of each connecting plate are respectively connected with the two honeycomb anti-seismic structures.
4. The seismic preform of claim 3, wherein one end of said connecting plate is connected to a lower end of said fourth plate-like structure of one of said cellular seismic structures, and the other end of said connecting plate is connected to a lower end of said sixth plate-like structure of the other of said cellular seismic structures.
5. The preform as claimed in claim 4, wherein the web is parallel to the fifth plate-like structure.
6. The preform of claim 5, wherein the frames are arranged in an up-down symmetrical manner, wherein the lower surface of the second plate-like structure of one frame is closely attached to the lower surface of the second plate-like structure of the other frame, the lower surface of the third plate-like structure of one frame is closely attached to the lower surface of the third plate-like structure of the other frame, and the lower surface of the first plate-like structure of one frame is oppositely disposed to the lower surface of the first plate-like structure of the other frame.
7. The quakeproof prefabricated member as claimed in claim 6, wherein every two cellular quakeproof structures are arranged in an up-and-down symmetrical manner, and the two cellular quakeproof structures arranged in a symmetrical manner are in a regular hexagon shape.
8. The preform of claim 7, wherein two of said baffles are disposed on opposite sides of two of said frames symmetrically disposed about said top and bottom, respectively, wherein one of said baffles abuts against said second plate-like structure of one of said frames, and the other of said baffles abuts against said third plate-like structure of one of said frames.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121562821.6U CN216041877U (en) | 2021-07-09 | 2021-07-09 | Shockproof prefabricated part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121562821.6U CN216041877U (en) | 2021-07-09 | 2021-07-09 | Shockproof prefabricated part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216041877U true CN216041877U (en) | 2022-03-15 |
Family
ID=80555122
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121562821.6U Expired - Fee Related CN216041877U (en) | 2021-07-09 | 2021-07-09 | Shockproof prefabricated part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216041877U (en) |
-
2021
- 2021-07-09 CN CN202121562821.6U patent/CN216041877U/en not_active Expired - Fee Related
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220315 |