CN204590371U - Large formula building steel and wood composite sets of brackets on top of the columns structure - Google Patents
Large formula building steel and wood composite sets of brackets on top of the columns structure Download PDFInfo
- Publication number
- CN204590371U CN204590371U CN201520226412.7U CN201520226412U CN204590371U CN 204590371 U CN204590371 U CN 204590371U CN 201520226412 U CN201520226412 U CN 201520226412U CN 204590371 U CN204590371 U CN 204590371U
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- China
- Prior art keywords
- concrete post
- fixed
- brackets
- wood composite
- girder steel
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 27
- 239000010959 steel Substances 0.000 title claims abstract description 27
- 239000002131 composite material Substances 0.000 title claims abstract description 10
- 239000002023 wood Substances 0.000 title claims abstract description 10
- 238000005516 engineering process Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 3
- 230000006378 damage Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
Abstract
The utility model discloses a kind of large formula building steel and wood composite sets of brackets on top of the columns structure, comprise concrete post, eaves portion and rafter portion, described concrete post is fixed with girder steel, described girder steel is made up of horizontal part and oblique portion, described horizontal part is interval with and instead hangs screw rod, described eaves portion is provided with screw vent, and the described anti-screw rod that hangs is connected and fixed through screw vent and eaves portion, and described rafter portion and oblique portion are fixed.The utility model effectively can solve the difficult problem that concrete post cannot be connected with each timber compoment, can avoid the destruction of Tenon simultaneously, come off, enhance anti-seismic performance, and have construction technology simple, the feature that cost is low, extends the application life of building.
Description
Technical field
The utility model relates to a kind of architectural support structure, is specifically related to a kind of sets of brackets on top of the columns structure, particularly relates to a kind of large formula building steel and wood composite sets of brackets on top of the columns structure.
Background technology
Chinese ancient architecture, with the moulding of the structural system of uniqueness, consummate technology and grace and deep cultural connotation, makes it stand erect among building jungle just as one piece of flag.But the modern imitations building wooden combined structure system that substantially be concrete, due to the performance difference of stiffening member (concrete) and flexible member (timber), concrete mode of failure, connected mode are all different.Therefore, the former eaves portion timber compoment based on mortise-tenon joint encircles (axial bracket arm), bucket six liters of arches (encircleing slowly) as struggled against three liters, cross arch (China's arch), order arch, public attention are held high, cloud cluster, with purlin a tree, used in making timber for boats, how well-set linking together is our worth problem studied with concrete for cornice purlin, eave-rafter etc.
Summary of the invention
Goal of the invention of the present utility model is to provide a kind of large formula building steel and wood composite sets of brackets on top of the columns structure, effectively can solve the difficult problem that concrete post cannot be connected with each timber compoment, the destruction of Tenon can be avoided simultaneously, come off, enhance anti-seismic performance, there is construction technology simple, the feature that cost is low, extends the application life of building.
To achieve the above object of the invention, the technical solution adopted in the utility model is: a kind of large formula building steel and wood composite sets of brackets on top of the columns structure, comprise concrete post, eaves portion and rafter portion, described concrete post is fixed with girder steel, described girder steel is made up of horizontal part and oblique portion, described horizontal part is interval with instead hang screw rod, and described eaves portion is provided with screw vent, the described anti-screw rod that hangs is connected and fixed through screw vent and eaves portion, and described rafter portion and oblique portion are fixed.
In technique scheme, described concrete post is provided with built-in fitting, and described girder steel and concrete post are connected and fixed by built-in fitting.
Further technical scheme, horizontal part and the oblique portion angle of described girder steel are 26.5 degree.
Because technique scheme is used, the utility model compared with prior art has following advantages:
1. the utility model by setting up girder steel on concrete post, effectively can solve the difficult problem that concrete post cannot be connected with each timber compoment, enhance the rigidity of node simultaneously, improve safety and the durability of structure.
2. the utility model instead hangs screw rod by arranging at the horizontal part of girder steel, is fixedly connected with in eaves portion with girder steel, turn avoid the destruction of Tenon, comes off, enhance anti-seismic performance while being effectively connected.
3. the utility model construction technology is simple, and cost is lower, while the application life effectively extending building, decreases maintenance cost when building uses.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model in embodiment one.
Wherein: 1, concrete post; 2, eaves portion; 3, rafter portion; 4, horizontal part; 5, oblique portion; 6, anti-screw rod is hung.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is further described:
Embodiment one: shown in Figure 1, a kind of large formula building steel and wood composite sets of brackets on top of the columns structure, comprise concrete post 1, eaves portion 2 and rafter portion 3, described concrete post is fixed with girder steel, described girder steel is made up of horizontal part 4 and oblique portion 5, described horizontal part is interval with instead hang screw rod 6, and described eaves portion is provided with screw vent, the described anti-screw rod that hangs is connected and fixed through screw vent and eaves portion, and described rafter portion and oblique portion are fixed.
In the present embodiment, described concrete post is provided with built-in fitting, and described girder steel and concrete post are connected and fixed by built-in fitting.
Horizontal part and the oblique portion angle of described girder steel are 26.5 degree.
Claims (3)
1. a large formula building steel and wood composite sets of brackets on top of the columns structure, comprise concrete post, eaves portion and rafter portion, it is characterized in that: described concrete post is fixed with girder steel, described girder steel is made up of horizontal part and oblique portion, described horizontal part is interval with and instead hangs screw rod, described eaves portion is provided with screw vent, and the described anti-screw rod that hangs is connected and fixed through screw vent and eaves portion, and described rafter portion and oblique portion are fixed.
2. one according to claim 1 large formula building steel and wood composite sets of brackets on top of the columns structure, it is characterized in that: described concrete post is provided with built-in fitting, described girder steel and concrete post are connected and fixed by built-in fitting.
3. one according to claim 1 large formula building steel and wood composite sets of brackets on top of the columns structure, is characterized in that: horizontal part and the oblique portion angle of described girder steel are 26.5 degree.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520226412.7U CN204590371U (en) | 2015-04-15 | 2015-04-15 | Large formula building steel and wood composite sets of brackets on top of the columns structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520226412.7U CN204590371U (en) | 2015-04-15 | 2015-04-15 | Large formula building steel and wood composite sets of brackets on top of the columns structure |
Publications (1)
Publication Number | Publication Date |
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CN204590371U true CN204590371U (en) | 2015-08-26 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201520226412.7U Expired - Fee Related CN204590371U (en) | 2015-04-15 | 2015-04-15 | Large formula building steel and wood composite sets of brackets on top of the columns structure |
Country Status (1)
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CN (1) | CN204590371U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106049766A (en) * | 2016-05-30 | 2016-10-26 | 中国建筑第八工程局有限公司 | Combined eave system with large-span steel structure and bracket system wood structure and construction method of combined eave structure |
CN108360667A (en) * | 2018-03-07 | 2018-08-03 | 刘路清 | A kind of novel sets of brackets on top of the columns of corrosion resistant easy access |
-
2015
- 2015-04-15 CN CN201520226412.7U patent/CN204590371U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106049766A (en) * | 2016-05-30 | 2016-10-26 | 中国建筑第八工程局有限公司 | Combined eave system with large-span steel structure and bracket system wood structure and construction method of combined eave structure |
CN106049766B (en) * | 2016-05-30 | 2018-06-29 | 中国建筑第八工程局有限公司 | The combination eaves system and its construction method of large span steel structure and sets of brackets on top of the columns timber structure |
CN108360667A (en) * | 2018-03-07 | 2018-08-03 | 刘路清 | A kind of novel sets of brackets on top of the columns of corrosion resistant easy access |
CN108360667B (en) * | 2018-03-07 | 2019-11-22 | 永康市简零贸易有限公司 | A kind of sets of brackets on top of the columns of corrosion resistant easy access |
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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: 20150826 |