CN203769107U - Supporting device supporting column for installing earthquake insulation support on truncated cylinder of building - Google Patents
Supporting device supporting column for installing earthquake insulation support on truncated cylinder of building Download PDFInfo
- Publication number
- CN203769107U CN203769107U CN201420048179.3U CN201420048179U CN203769107U CN 203769107 U CN203769107 U CN 203769107U CN 201420048179 U CN201420048179 U CN 201420048179U CN 203769107 U CN203769107 U CN 203769107U
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- Prior art keywords
- building
- shaft
- truncated cylinder
- supporting device
- support column
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- Expired - Fee Related
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Abstract
The utility model discloses a supporting device supporting column for installing an earthquake insulation support on a truncated cylinder of a building. The supporting device supporting column is characterized by being formed by connecting a top plate, a bottom plate and a column body. A long rib plate and a short rib plate are arranged at the upper portion of the column body and under the top plate and intersect in a crossed mode. Stiffening plates are arranged on the four corners of the short side of the periphery of the upper portion of the column body. On the bottom plate, lower stiffening plates are arranged on the four corners of the long side and the four corners of the short side of the periphery of the lower portion of the column body. Bolt holes are symmetrically formed in the two opposite angles of the bottom plate. The supporting device supporting column has a good supporting effect when the earthquake insulation support is installed on the truncated cylinder of the original building, and is an essential part of a supporting device.
Description
Technical field
The utility model relates to technical field of buildings, specifically
oneplant the bracing or strutting arrangement support column that shock isolating pedestal is installed for building truncated cylinder.
Background technology
The shock insulation of building and energy-dissipating and shock-absorbing technology are that the approach by adjusting structural dynamic characteristic completes, and object is to reduce the vibration reaction of structure in earthquake, thereby equipment, instrument, pipeline and the ornament etc. of protection structure and inside configuration are not damaged.
And earthquake disaster appears in China recent years many places, and along with the continuous renewal of specification, Antiseismic building fortification intensity constantly promotes, and many old building things all cannot meet current specifications requirement, removes the cost of rebuilding too high, and uneconomical environmental protection.The technology that adds at present earthquake isolating equipment on existing building is not appeared in the newspapers and application.
Summary of the invention
The purpose of this utility model is to provide a kind of bracing or strutting arrangement support column of the building truncated cylinder installation shock insulation rubber bearing carrying out on existing high-rise building.
The technical solution of the utility model is: described bracing or strutting arrangement support column is connected and composed by top board, base plate, shaft, below shaft top, top board, be provided with cross staggered long gusset and short gusset, four angles at the periphery minor face of top shaft are provided with stiffener, on base plate, four jiaos, the long and short limit of the lower, outer perimeter of shaft is provided with lower stiffener, and two diagonal angles of base plate are arranged with bolt hole.
The width of described upper stiffener is 1/5 of the long limit B3 of shaft.
The width of described lower stiffener is 1/3 of the long limit B3 of shaft.
Bracing or strutting arrangement support column of the present utility model can be on inhering architecture truncated cylinder when shock insulation rubber bearing is installed, play good supporting role, be indispensable vitals in bracing or strutting arrangement.After existing building is reinforced, because shock insulation rubber bearing can damping 1 be spent to 1 degree half, thereby greatly reduced traditional reinforcing and other reinforcing mode uses in the industry steel quantity, fund input still less, very little on the impact of building.
Brief description of the drawings
Fig. 1 is support column arrangement schematic diagram of the present utility model.
Fig. 2 is the B-B sectional view in Fig. 1.
Fig. 3 is the C-C sectional view in Fig. 1.
Fig. 4 is the top view of Fig. 1.
The support device structure schematic diagram of the installation shock insulation rubber bearing that Fig. 5 is.
In figure: 1-top board, the upper stiffener of 2-, the long gusset of 3-, 4-shaft, stiffener under 5-, 6-base plate, the short gusset of 7-, 8-bolt hole, the upper joist of 9-, 10-original structure reinforced concrete post, joist under 11-, 12-jack, 13-support column.
Detailed description of the invention
As Figure 1-4, bracing or strutting arrangement support column of the present utility model connects into structure by top board 1, base plate 6, shaft 4, below shaft 4 tops, top board 1, be provided with cross staggered long gusset 3 and short gusset 7, four angles at the periphery minor face of top shaft 4 are provided with stiffener 2, on base plate 6, four jiaos, the long and short limit of the lower, outer perimeter of shaft 4 is provided with lower stiffener 5, and two diagonal angles of base plate 6 are arranged with bolt hole 8.
The width of described upper stiffener 2 is 1/5 of shaft 4 long limit B3.
The width of described lower stiffener 5 is 1/3 of shaft 4 long limit B3.
The connection of the each parts of support column of the present utility model adopts and is welded to connect.
Support column of the present utility model is installed on the position of installing in the bracing or strutting arrangement of shock insulation rubber bearing as shown in Figure 4.
Claims (3)
1. one kind the bracing or strutting arrangement support column of shock isolating pedestal is installed for building truncated cylinder, it is characterized in that described bracing or strutting arrangement support column is connected and composed by top board, base plate, shaft, below shaft top, top board, be provided with cross staggered long gusset and short gusset, four angles at the minor face of shaft upper periphery are provided with stiffener, four angles of the long limit of the shaft lower, outer perimeter on base plate and minor face are provided with lower stiffener, and two diagonal angles of base plate are arranged with bolt hole.
2. the bracing or strutting arrangement support column that shock isolating pedestal is installed for building truncated cylinder according to claim 1, the width that it is characterized in that described upper stiffener is 1/5 of the long limit B3 of shaft.
3. the bracing or strutting arrangement support column that shock isolating pedestal is installed for building truncated cylinder according to claim 1, the width that it is characterized in that described lower stiffener is 1/3 of the long limit B3 of shaft.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420048179.3U CN203769107U (en) | 2014-01-26 | 2014-01-26 | Supporting device supporting column for installing earthquake insulation support on truncated cylinder of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420048179.3U CN203769107U (en) | 2014-01-26 | 2014-01-26 | Supporting device supporting column for installing earthquake insulation support on truncated cylinder of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203769107U true CN203769107U (en) | 2014-08-13 |
Family
ID=51286313
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420048179.3U Expired - Fee Related CN203769107U (en) | 2014-01-26 | 2014-01-26 | Supporting device supporting column for installing earthquake insulation support on truncated cylinder of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203769107U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775540A (en) * | 2015-04-22 | 2015-07-15 | 太原太工天昊土木工程检测有限公司 | Reinforced concrete frame column load converter |
| CN106320554A (en) * | 2016-08-23 | 2017-01-11 | 河南理工大学 | Workshop vibration-absorbing device |
-
2014
- 2014-01-26 CN CN201420048179.3U patent/CN203769107U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775540A (en) * | 2015-04-22 | 2015-07-15 | 太原太工天昊土木工程检测有限公司 | Reinforced concrete frame column load converter |
| CN106320554A (en) * | 2016-08-23 | 2017-01-11 | 河南理工大学 | Workshop vibration-absorbing device |
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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 |
Granted publication date: 20140813 Termination date: 20190126 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |