CN203878603U - Shock absorption column foundation - Google Patents
Shock absorption column foundation Download PDFInfo
- Publication number
- CN203878603U CN203878603U CN201420307141.3U CN201420307141U CN203878603U CN 203878603 U CN203878603 U CN 203878603U CN 201420307141 U CN201420307141 U CN 201420307141U CN 203878603 U CN203878603 U CN 203878603U
- Authority
- CN
- China
- Prior art keywords
- flat board
- dull
- stereotyped
- damping pad
- shock structure
- Prior art date
- 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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Abstract
The utility model provides a building component, and discloses a shock absorption column foundation which is used for connecting a column with a foundation. The shock absorption column foundation comprises a connecting piece at least provided with a second flat plate, and a first flat plate and a third flat plate which are arranged on the upper face of the second plate and the lower face of the second flat plate respectively, and further comprises shock absorption gaskets which are arranged between the first flat plate and the second flat plate and between the second flat plate and the third flat plate respectively.
Description
Technical field
The utility model provides a kind of building unit, is a kind of for joint pin and basic shock structure basis.
Background technology
Light construction, as outdoor balcony etc., needs to consider subtract (disappearing) shake requirement, and structure more easy to implement is, between post and basis, cushioning members is set.
Summary of the invention
The purpose of this utility model is to provide a kind of for joint pin and basic shock structure basis, to concentrate the vibration energy that absorbs building, reduces the acceleration of structural response, reduces the destruction to top-out, keeps the use function after building shake.
The purpose of this utility model is to be achieved through the following technical solutions:
This shock structure basis, comprise the connector that at least comprises the second flat board, be separately positioned on the first dull and stereotyped and the 3rd flat board above the second flat board, below, also comprise be separately positioned between first dull and stereotyped and the second flat board, damping pad between the second dull and stereotyped and the 3rd flat board.
The beneficial effects of the utility model are:
With respect to the second flat board, upper and lower two damping pads are set, can effectively absorb the vibration energy of building, and then reduce the acceleration of structural response, reduce the destruction to top-out, keep the use function after building shake.
As the improvement to shock structure basis, connector also comprise be positioned at that the second dull and stereotyped both sides are upwards extended and with the second dull and stereotyped vertical coupling part; The first flat board is from passing between coupling part and not contacting with coupling part.This connector, is connected with post by coupling part is more convenient, and the first flat board does not contact with coupling part simultaneously, has ensured that between the first flat board and the second flat board be flexibly connecting by damping pad.
As the improvement to shock structure basis, the bending downwards of the two ends of the first flat board is bent to form extension afterwards, more laterally; Described damping pad divide in the first part bending down, dull and stereotyped two ends between.This structure, because being positioned at the first part bending down, dull and stereotyped two ends, two damping pads divide the space surrounding with the 3rd flat board, when after extension and the 3rd dull and stereotyped fixing, when damping pad is applied to pretightning force, the amount of damping pad predeformation is certain substantially, the pretightning force that damping pad is applied certain.That is to say, easily control the size of the pretightning force that damping pad is applied.
As the improvement to this shock structure basis, the material of making damping pad is rubber, can be also asbestos.
Improve as the another kind to this shock structure basis, damping pad is gas spring.
Brief description of the drawings
Fig. 1 is the fractionation axonometric drawing on shock structure basis.
Fig. 2 is the structural representation on shock structure basis.
Fig. 3 is the top view of Fig. 2.
Fig. 4 is the lateral view of Fig. 2.
Fig. 5 is shock structure basis installation drawing.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Referring to the shock structure basis shown in Fig. 1, Fig. 2, Fig. 3, Fig. 4, comprise the connector that at least comprises the second flat board 2, be separately positioned on first dull and stereotyped 1 and the 3rd flat board 3 above the second flat board 2, below, also comprise be separately positioned between the first dull and stereotyped 1 and second flat board 2, the second dull and stereotyped 2 and the 3rd damping pad 4,5 between flat board 3.
That is to say:
Connector, except comprising the second flat board 2, can also comprise coupling part 6, for being connected with post.Can there be various shape coupling part 6, as with second dull and stereotyped parallel 2 flat board, with the second flat board 2 parallel inclined-planes in a certain angle or cone, cylinder; The mode that coupling part 2 is connected with post can be with multiple, and as screw (bolt) connects, pin connection, welding, riveted joint etc., be prior art, do not repeat.Diagram coupling part 6 is widely used, to be easy to processing and fabricating shape: the coupling part 6 that both sides be arranged in parallel is vertical with respect to the second flat board 2; On coupling part 2, be provided with the hole 7 for being connected with post.
At least on the first flat board 1 and the 3rd flat board 3, be provided with corresponding hole, for assembling, installation shock structure basis.
Between the first dull and stereotyped 1 and second flat board 2, damping pad 4 is set, between the second flat board 2 and the 3rd flat board 3, damping pad 5 is set.The material of damping pad 4,5 can be rubber, is preferably elastic caoutchouc, can be also asbestos; In addition, damping pad 4,5 can also be gas spring.The material of diagram damping pad 4,5 is rubber.
Shown in Figure 5, when install on shock structure basis, use screw 8 to be connected with ground 9, damping pad 4,5 is applied to pretightning force, make damping pad 4,5 tool predeformation.
After install on shock structure basis, be arranged on the dull and stereotyped restriction connector of first on the second flat board (or post) displacement upwards; Be arranged on the downward displacement of the 3rd dull and stereotyped restriction connector (or post) under the second flat board.
The beneficial effects of the utility model are:
With respect to the second flat board, upper and lower two damping pads are set, can effectively absorb the vibration energy of building, and then reduce the acceleration of structural response, reduce the destruction to top-out, keep the use function after building shake.
Damping pad is applied to pretightning force, make damping pad tool predeformation, damping effect is better.
Claims (6)
1. a shock structure basis, comprise the connector that at least comprises the second flat board, be separately positioned on the first dull and stereotyped and the 3rd flat board above the second flat board, below, it is characterized in that, also comprise be separately positioned between first dull and stereotyped and the second flat board, damping pad between the second dull and stereotyped and the 3rd flat board.
2. shock structure according to claim 1 basis, is characterized in that, connector also comprise be positioned at that the second dull and stereotyped both sides are upwards extended and with the second dull and stereotyped vertical coupling part; The first flat board is from passing between coupling part and not contacting with coupling part.
3. according to shock structure claimed in claim 2 basis, it is characterized in that, the bending downwards of the two ends of the first flat board is bent to form extension afterwards, more laterally; Described damping pad divide in the first part bending down, dull and stereotyped two ends between.
4. according to the shock structure basis described in claim 1,2 or 3, it is characterized in that, the material of making damping pad is rubber.
5. according to the shock structure basis described in claim 1,2 or 3, it is characterized in that, the material of making damping pad is asbestos.
6. according to the shock structure basis described in claim 1,2 or 3, it is characterized in that, damping pad is gas spring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420307141.3U CN203878603U (en) | 2014-06-11 | 2014-06-11 | Shock absorption column foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420307141.3U CN203878603U (en) | 2014-06-11 | 2014-06-11 | Shock absorption column foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203878603U true CN203878603U (en) | 2014-10-15 |
Family
ID=51679120
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420307141.3U Expired - Fee Related CN203878603U (en) | 2014-06-11 | 2014-06-11 | Shock absorption column foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203878603U (en) |
-
2014
- 2014-06-11 CN CN201420307141.3U patent/CN203878603U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Shanghai Rong Jia Mu structural Housing Engineering Co.,Ltd. Assignor: Nanjing Forestry University Contract record no.: 2018320000284 Denomination of utility model: Shock absorption column foundation Granted publication date: 20141015 License type: Common License Record date: 20181101 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Huiyou Lin Integrated Architecture Technology Co.,Ltd. Assignor: Nanjing Forestry University Contract record no.: 2018320000308 Denomination of utility model: Shock absorption column foundation Granted publication date: 20141015 License type: Common License Record date: 20181112 |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201209 Address after: Intersection of Kexing road and Gucheng Road, Sucheng Economic Development Zone, Suqian City, Jiangsu Province Patentee after: JIANGSU XIONGDI SMART HOME Co.,Ltd. Address before: Nanjing City, Jiangsu province 210037 Longpan Road No. 159 Patentee before: NANJING FORESTRY University |
|
| 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: 20141015 |