CN202945686U - High-rise building overhanging seat - Google Patents
High-rise building overhanging seat Download PDFInfo
- Publication number
- CN202945686U CN202945686U CN 201220534165 CN201220534165U CN202945686U CN 202945686 U CN202945686 U CN 202945686U CN 201220534165 CN201220534165 CN 201220534165 CN 201220534165 U CN201220534165 U CN 201220534165U CN 202945686 U CN202945686 U CN 202945686U
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- fixedly connected
- seat
- lower boom
- concrete truss
- upper string
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Abstract
The utility model discloses a high-rise building overhanging seat which is used for supporting an overhead steel structure corridor or an overhead steel structure platform bridge. The high-rise building overhanging seat is a concrete truss in an internal intersection mode. The concrete truss comprises an upper chord plate, a lower chord plate, a lateral vertical plate and two oblique webs. The concrete truss is fixedly connected with a girder or a wall of a high-rise building. Due to the fact that the concrete truss in the internal intersection mode is used as the overhanging seat, not only can large bearing force be provided to meet the requirement of the load of the overweight steel structure corridor, but also the load of the concrete truss can be reduced to enable the overhead overweight steel structure corridor to be constructed.
Description
Technical field
The utility model relates to a kind of seat of encorbelmenting, and relates in particular to a kind of highrise building seat of encorbelmenting.
Background technology
Can offer window in the relative position of building when between some buildings, aerial vestibule being set at present, set up vestibule between window.Yet some building waits other reasons and the plate-like bearing and little miniature vestibule is set on bearing of encorbelmenting is set outside building body for attractive in appearance, when needs are constructed overweight vestibule or overline bridge, former thereby need to separately establish bearing post in view of deadweight of bearing etc., thus can't reach purpose of design.It is the heavy burden requirement that the present seat of encorbelmenting can't satisfy the overweight Steel corridor in high-altitude or overline bridge.
Summary of the invention
For the deficiencies in the prior art, the technical problems to be solved in the utility model is to provide a kind of highrise building for the carrying overweight Steel corridor in high-altitude or steel work overline bridge seat of encorbelmenting.
In order to solve the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of highrise building seat of encorbelmenting, the described highrise building seat of encorbelmenting is the concrete truss of interior chiasma type.
As a kind of highrise building of the utility model encorbelment the seat improvement, the longitudinal section of described concrete truss is district's font, it comprises upper string board, lower boom plate, side riser, two oblique webs, the inboard of described upper string board and lower boom plate is fixedly connected with the beam body of highrise building respectively, the outside of described upper string board and lower boom plate is fixedly connected with the upper and lower sides one of described side riser respectively, the two ends up and down of described oblique web are fixedly connected with lower boom plate one with described upper string board respectively, and the outboard end of described oblique web is fixedly connected with the upper and lower end parts one of described side riser respectively.
As a kind of highrise building of the utility model encorbelment the seat improvement, described concrete truss comprises upper string board, lower boom plate, two side risers, two oblique webs, the both sides separately of described upper string board, lower boom plate are connected to form four corner connection sections with described side riser one respectively, the two ends separately of two oblique webs are fixedly connected with described four corner connection section one respectively, and described upper string board, lower boom plate, side riser, tiltedly the mutually same end separately of web is fixedly connected with the body of wall of described highrise building.
The beneficial effects of the utility model are: in using, the concrete truss of chiasma type as encorbelmenting seat, both can provide larger supporting force to satisfy the load of overweight Steel corridor, can alleviate self loading again, made the overweight Steel corridor in high-altitude be constructed.
Description of drawings
Fig. 1 be a kind of highrise building of the utility model encorbelment the seat the facade structures schematic diagram.
The specific embodiment
Further illustrate the specific embodiment of the present utility model below in conjunction with accompanying drawing.
As shown in Figure 1, a kind of highrise building of the utility model seat of encorbelmenting, the described highrise building seat of encorbelmenting is the concrete truss 10 of interior intersection drawing-type.Use the concrete truss of district's font as encorbelmenting seat, both can provide larger supporting force to satisfy the load of overweight Steel corridor, can alleviate self loading again, make the overweight Steel corridor in high-altitude be constructed.The double-deck cantilevered plate that interior chiasma type concrete truss 10 provides forms dihedral by cross one another two junction plates between them and supports the tractive structure, guarantees that structure stress satisfies burden requirement.
More preferably, the longitudinal section of described concrete truss 10 is district's font, it comprises upper string board 12, lower boom plate 13, side riser 16, two oblique webs 15, the inboard of described upper string board 12 and lower boom plate 13 is fixedly connected with the beam body of highrise building 20 respectively, the outside of described upper string board 12 and lower boom plate 13 is fixedly connected with the upper and lower sides one of described side riser 16 respectively, the two ends up and down of described oblique web 15 are fixedly connected with lower boom plate 13 one with described upper string board 12 respectively, and the outboard end of described oblique web 15 is fixedly connected with the upper and lower end parts one of described side riser 16 respectively.Upper string board 12, lower boom plate 13 are exactly above-mentioned double-deck cantilevered plate, by cross one another two oblique web 15(junction plates between them) form the support angular structure of top, the below forms the tractive angular structure, then the side riser by the outside forms firmly supporting construction and guarantees its intensity.
More preferably, described concrete truss comprises upper string board, lower boom plate, two side risers, two oblique webs, the both sides separately of described upper string board, lower boom plate are connected to form four corner connection sections with described side riser one respectively, the two ends separately of two oblique webs are fixedly connected with described four corner connection section one respectively, and described upper string board, lower boom plate, side riser, tiltedly the mutually same end separately of web is fixedly connected with the body of wall of described highrise building.By between each plate of concrete truss self mutually one connect, form the enough and concrete structure self loading less of intensity firmly, assurance can be supported the overweight vestibule in high-altitude or overline bridge, reaches designing requirement attractive in appearance.
Above disclosed is only preferred embodiment of the present utility model, certainly can not limit with this interest field of the utility model, and the equivalent variations of therefore doing according to the utility model claim still belongs to the scope that the utility model is contained.
Claims (3)
1. highrise building seat of encorbelmenting is characterized in that: the described highrise building seat of encorbelmenting is the concrete truss of interior chiasma type.
2. the highrise building according to claim 1 seat of encorbelmenting, it is characterized in that: the longitudinal section of described concrete truss is district's font, it comprises upper string board, lower boom plate, the side riser, two oblique webs, the inboard of described upper string board and lower boom plate is fixedly connected with the beam body of highrise building respectively, the outside of described upper string board and lower boom plate is fixedly connected with the upper and lower sides one of described side riser respectively, the two ends up and down of described oblique web are fixedly connected with lower boom plate one with described upper string board respectively, the outboard end of described oblique web is fixedly connected with the upper and lower end parts one of described side riser respectively.
3. the highrise building according to claim 1 seat of encorbelmenting, it is characterized in that: described concrete truss comprises upper string board, lower boom plate, two side risers, two oblique webs, the both sides separately of described upper string board, lower boom plate are connected to form four corner connection sections with described side riser one respectively, the two ends separately of two oblique webs are fixedly connected with described four corner connection section one respectively, and described upper string board, lower boom plate, side riser, tiltedly the mutually same end separately of web is fixedly connected with the body of wall of described highrise building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220534165 CN202945686U (en) | 2012-10-18 | 2012-10-18 | High-rise building overhanging seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220534165 CN202945686U (en) | 2012-10-18 | 2012-10-18 | High-rise building overhanging seat |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202945686U true CN202945686U (en) | 2013-05-22 |
Family
ID=48421394
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220534165 Expired - Lifetime CN202945686U (en) | 2012-10-18 | 2012-10-18 | High-rise building overhanging seat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202945686U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450314A (en) * | 2022-11-11 | 2022-12-09 | 中国建筑设计研究院有限公司 | Hollow cantilever structure |
-
2012
- 2012-10-18 CN CN 201220534165 patent/CN202945686U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450314A (en) * | 2022-11-11 | 2022-12-09 | 中国建筑设计研究院有限公司 | Hollow cantilever structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130522 |
|
| CX01 | Expiry of patent term |