CN202280151U - Supporting structure for wall-surface purline on concrete bent frame plant corner column - Google Patents
Supporting structure for wall-surface purline on concrete bent frame plant corner column Download PDFInfo
- Publication number
- CN202280151U CN202280151U CN2011204394625U CN201120439462U CN202280151U CN 202280151 U CN202280151 U CN 202280151U CN 2011204394625 U CN2011204394625 U CN 2011204394625U CN 201120439462 U CN201120439462 U CN 201120439462U CN 202280151 U CN202280151 U CN 202280151U
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- steel
- column
- wall
- gable
- purline
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Abstract
The utility model discloses a supporting structure for a wall-surface purline on a concrete bent frame plant corner column. The supporting structure comprises a longitudinal concrete bent frame corner column (1), a gable wall column (2) and a steel roof truss (6). The supporting structure for the wall-surface purline on the concrete bent frame plant corner column is characterized in that the longitudinal concrete bent frame corner column (1) is provided with a bracket (3) on the gable wall side; a steel column (4) is supported on the bracket (3); the upper end of the steel column (4) is connected with a steel roof rack (6) by a connecting plate (5); and a gable wall purline (7) is supported on the steel column (4) and the gable wall column (2) by a purline support (8). The supporting structure for the wall-surface purline on the concrete bent frame plant corner column has the advantages that: a steel beam is not needed to be overhung to support the purline, so that roof truss plane is prevented from being externally stressed, steel material is saved, a construction period is shortened, the whole structure is reasonably stressed, and the safety of the structure is guaranteed.
Description
Technical field
the utility model relates to the supporting construction of a kind of concrete framed bent factory building corner post place metope purlin, belongs to the industrial construction technical field.
Background technology
When
concrete framed bent factory building adopts the profiled sheet space enclosing structure; The traditional method of the gable face purlin in the framed bent capital steel roof truss altitude range is: at concrete framed bent factory building corner post place, and the cantilever steel girder supporting gable face purlin from the outside, end span roof truss plane.Like this, the end span roof truss will be born vertical force and the moment of flexure that gable transmits outside the plane, make the roof truss calculation of complex, increase the roof truss steel using amount; When the factory building span was little, steel using amount increased few, but ever-increasing steel using amount just seems and can not ignore with the increasing of the increase of factory building span, area.
Summary of the invention
The purpose of
the utility model is, the supporting construction of a kind of concrete framed bent factory building corner post place metope purlin is provided.Make Path of Force Transfer more reasonable, both can satisfy requirement for bearing capacity, safe and reliable again.To overcome the deficiency of prior art.
The technical scheme of the utility model
The supporting construction of
a kind of concrete framed bent factory building corner post place metope purlin, it comprises vertical concrete framed bent corner post, gable post and steel roof truss; Vertically concrete framed bent corner post is provided with bracket in the gable side, and steel column is bearing on the bracket, and the steel column upper end is connected with steel roof truss with junction plate, and the gable purlin is bearing on steel column and the gable post with the purlin holder.
compared with prior art; The utility model is provided with bracket in the gable side of vertical concrete framed bent corner post; The steel column lower end is bearing on the bracket, and the steel column upper end is connected with steel roof truss with junction plate, and the gable purlin is bearing on steel column and the gable post with the purlin holder; Needn't as traditional method, must support purlin, avoid stressed outside the roof truss plane at the outside, roof truss plane cantilever steel girder; Both practice thrift steel, can shorten construction period again, made the total reasonable stress, guaranteed the safety of structure.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the A-A sectional drawing of Fig. 1.
Being labeled as in
accompanying drawing: the vertical concrete framed bent of 1-corner post, 2-gable post, 3-bracket, 4-steel column, 5-junction plate, 6-steel roof truss, 7-gable purlin, the holder of 8-purlin.
The specific embodiment
are further described the utility model below in conjunction with accompanying drawing and embodiment, but not as the foundation to the utility model restriction.
embodiment.
The supporting construction of
a kind of concrete framed bent factory building corner post place metope purlin, as depicted in figs. 1 and 2.It comprises vertical concrete framed bent corner post 1, gable post 2 and steel roof truss 6; Vertically concrete framed bent corner post 1 is provided with bracket 3 in the gable side, and steel column 4 is bearing on the bracket 3, and steel column 4 upper ends are connected with steel roof truss 6 with junction plate 5, and the 7 usefulness purlin holders 8 of gable purlin are bearing on steel column 4 and the gable post 2.
Claims (1)
1. the supporting construction of a concrete framed bent factory building corner post place metope purlin, it comprises vertical concrete framed bent corner post (1), gable post (2) and steel roof truss (6); It is characterized in that: vertically concrete framed bent corner post (1) is provided with bracket (3) in the gable side; Steel column (4) is bearing on the bracket (3); Steel column (4) upper end is connected with steel roof truss (6) with junction plate (5), and gable purlin (7) is bearing on steel column (4) and the gable post (2) with purlin holder (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204394625U CN202280151U (en) | 2011-11-09 | 2011-11-09 | Supporting structure for wall-surface purline on concrete bent frame plant corner column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204394625U CN202280151U (en) | 2011-11-09 | 2011-11-09 | Supporting structure for wall-surface purline on concrete bent frame plant corner column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202280151U true CN202280151U (en) | 2012-06-20 |
Family
ID=46226325
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204394625U Expired - Fee Related CN202280151U (en) | 2011-11-09 | 2011-11-09 | Supporting structure for wall-surface purline on concrete bent frame plant corner column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202280151U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102864937A (en) * | 2012-10-12 | 2013-01-09 | 中建六局土木工程有限公司 | Construction method of rear added insert of prefabricated pillar |
-
2011
- 2011-11-09 CN CN2011204394625U patent/CN202280151U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102864937A (en) * | 2012-10-12 | 2013-01-09 | 中建六局土木工程有限公司 | Construction method of rear added insert of prefabricated pillar |
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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: 20120620 Termination date: 20141109 |
|
| EXPY | Termination of patent right or utility model |