CN104895258B - A kind of eaves component for building and its processing method - Google Patents
A kind of eaves component for building and its processing method Download PDFInfo
- Publication number
- CN104895258B CN104895258B CN201510310078.8A CN201510310078A CN104895258B CN 104895258 B CN104895258 B CN 104895258B CN 201510310078 A CN201510310078 A CN 201510310078A CN 104895258 B CN104895258 B CN 104895258B
- Authority
- CN
- China
- Prior art keywords
- component
- building
- web
- warps
- processing
- 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.)
- Active
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of eaves component for building, including：One web, the top flange of a connection web side, and the lower flange of a connection web opposite side；The top flange integrally warps processing, and the top flange angle that warps is β；Through hole is additionally provided with the web；Pass through above-mentioned technical proposal, the present invention is effective to meet that traditional architecture warps and the slope of roof requires；Reduce cornice member dead weight, structure more safe and reasonable；Simplify cornice working procedure.
Description
Technical field
The invention belongs to architectural design and technical field of construction, and in particular to a kind of eaves component for building and its processing side
Method.
Background technology
Chinese traditional architecture is the crystallization of oriental cultural, Chinese civilization, is precious cultural resource, has high go through
History, culture, art and scientific value.Conventional traditional architecture is based on brick, timber structure, but with new material, the hair of new technology
Exhibition, steel construction are also gradually applied in the design of traditional architecture.It is but right because the traditional architecture of this kind of structure type is started late
Deficiency or vacancy are still suffered from some key techniques and construction measure.
The profile of traditional style building modern structure component, node etc. need to meet the requirement of design so that traditional wind
Lattice building modern structure component, node equidimension are very restricted with building method and have very big area with modern structure
Not, the interdependent node research for building modern structure to traditional style both at home and abroad at present is substantially still blank, existing specification
There are not relevant regulations.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of eaves component for building and its processing method, to eaves component
Warp processing, meets that traditional architecture warps requirement；Simultaneously by eaves component perforate, reduce cornice member dead weight, simplify
Cornice working procedure.
To reach above-mentioned purpose, technical scheme is as follows：
A kind of eaves component for building, including：
One web, the top flange of a connection web side, and the lower flange of a connection web opposite side；Institute
State top flange integrally to warp processing, the top flange angle that warps is β；Through hole is additionally provided with the web.
In a preferred embodiment of the invention, the through hole aperture D is not more than h2/2, and wherein h2 is handled for abnormity
Component whole height.
A kind of eaves component installation method for building, comprises the following steps：
Step 1: a width of b1 of component, the wherein lower flange of component is selected according to building and structural requirement, it is overall a height of
h1；
Step 2: component is warped by building roof and the gradient does special-shaped processing, the processing combination building warp height, build
Build the slope of roof and building structure detailing requiments determine the abnormity processing wide b1 of component, high h2, the top flange inclination angle of component is β；
Step 3: combined structure and force request open a diameter of D hole on web；Obtain final component.
Pass through above-mentioned technical proposal, the beneficial effects of the invention are as follows：
1st, it is effective to meet that traditional architecture warps and the slope of roof requires；
2nd, cornice member dead weight, structure more safe and reasonable are reduced；
3rd, cornice working procedure is simplified.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is just to determine H type eaves component diagrams；
Fig. 2 is special-shaped H types eaves component diagram after optimization.
Fig. 3 is eaves component Optimization Steps figure.
In figure, 1. top flanges, 2. webs, 3. lower flanges.
Embodiment
In order that the technical means, the inventive features, the objects and the advantages of the present invention are easy to understand, tie below
Conjunction is specifically illustrating, and the present invention is expanded on further.
Referring to Figures 1 and 2, a kind of eaves component for building, including：
One web, the top flange of a connection web side, and the lower flange of a connection web opposite side；Institute
State top flange integrally to warp processing, the top flange angle that warps is β, and the angle combination building roof gradient determines, simultaneously
The processing method is easy to eave-rafter construction connection.
Through hole is additionally provided with the web, hole aperture D is not more than h2/2, has so both met component architectural construction
It is required that cornice deadweight can be effectively reduced again.
Reference picture 3, installation method of the invention are as follows：
1st, a width of b1 of component, the wherein lower flange of component, overall a height of h1 are selected according to building and structural requirement；
2nd, component is warped by building roof and the gradient does special-shaped processing, the processing combination building warp height, building
The face gradient and building structure detailing requiments determine the wide b1 of component, and high h2, the top flange inclination angle of component is β；
3rd, combined structure and force request open a diameter of D hole on web 2；
4th, component shown in Fig. 2 is finally given.
Pass through above-mentioned technical proposal, the present invention is effective to meet that traditional architecture warps and the slope of roof requires；Reduce cornice
Member dead weight, structure more safe and reasonable；Simplify cornice working procedure.
The general principle and principal character and advantages of the present invention of the present invention has been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the simply explanation described in above-described embodiment and specification is originally
The principle of invention, without departing from the spirit and scope of the present invention, various changes and modifications of the present invention are possible, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent thereof.
Claims (3)
- A kind of 1. eaves component for building, it is characterised in that including：One web, the top flange of a connection web side, and the lower flange of a connection web opposite side；On described The edge of a wing integrally warps processing, and the top flange angle that warps is β；Through hole is additionally provided with the web.
- 2. a kind of eaves component for building according to claim 1, it is characterised in that the through hole aperture D is not more than H2/2, wherein h2 are abnormity processing component whole height.
- 3. a kind of eaves component installation method for building, it is characterised in that comprise the following steps：Step 1: a width of b1 of component, the wherein lower flange of component is selected according to building and structural requirement, overall a height of h1；Step 2: component is warped by building roof and the gradient does special-shaped processing, the processing combination building warps height, building The face gradient and building structure detailing requiments determine the abnormity processing wide b1 of component, and high h2, the top flange inclination angle of component is β；Step 3: combined structure and force request open a diameter of D hole on web；Obtain final component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510310078.8A CN104895258B (en) | 2015-06-08 | 2015-06-08 | A kind of eaves component for building and its processing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510310078.8A CN104895258B (en) | 2015-06-08 | 2015-06-08 | A kind of eaves component for building and its processing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104895258A CN104895258A (en) | 2015-09-09 |
| CN104895258B true CN104895258B (en) | 2018-01-23 |
Family
ID=54028184
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510310078.8A Active CN104895258B (en) | 2015-06-08 | 2015-06-08 | A kind of eaves component for building and its processing method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104895258B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2204617B (en) * | 1987-03-31 | 1991-07-31 | Kedek Sheet Metal Company Limi | Provision, repair or replacement of facia boards and barge boards of buildings |
| JPH10205090A (en) * | 1997-01-27 | 1998-08-04 | Kubota Corp | Flashing structure of roof gable eaves and eaves member |
| CN203256994U (en) * | 2013-05-23 | 2013-10-30 | 陕西建工集团第七建筑工程有限公司 | Template installing and forming construction structure comprising archaistic building upturned roof-ridge hard frame |
| CN203429929U (en) * | 2013-07-18 | 2014-02-12 | 北京通宜博达园林古建工程有限公司 | Archaistic siamesed upturned roof ridge rafter tilted fly rafter |
| CN203531272U (en) * | 2013-10-12 | 2014-04-09 | 李巨财 | Prestressed plate with cornice |
| CN105544887A (en) * | 2015-12-11 | 2016-05-04 | 中建二局第三建筑工程有限公司 | Upturned roof-ridge cornice of Tang style simulation building and construction method thereof |
-
2015
- 2015-06-08 CN CN201510310078.8A patent/CN104895258B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2204617B (en) * | 1987-03-31 | 1991-07-31 | Kedek Sheet Metal Company Limi | Provision, repair or replacement of facia boards and barge boards of buildings |
| JPH10205090A (en) * | 1997-01-27 | 1998-08-04 | Kubota Corp | Flashing structure of roof gable eaves and eaves member |
| CN203256994U (en) * | 2013-05-23 | 2013-10-30 | 陕西建工集团第七建筑工程有限公司 | Template installing and forming construction structure comprising archaistic building upturned roof-ridge hard frame |
| CN203429929U (en) * | 2013-07-18 | 2014-02-12 | 北京通宜博达园林古建工程有限公司 | Archaistic siamesed upturned roof ridge rafter tilted fly rafter |
| CN203531272U (en) * | 2013-10-12 | 2014-04-09 | 李巨财 | Prestressed plate with cornice |
| CN105544887A (en) * | 2015-12-11 | 2016-05-04 | 中建二局第三建筑工程有限公司 | Upturned roof-ridge cornice of Tang style simulation building and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104895258A (en) | 2015-09-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205421540U (en) | Assembly type beam column node | |
| CN208830696U (en) | A kind of cantilever steel girder wall penetration structure | |
| CN104929290B (en) | Large-span steel-reinforced concrete orthogonal-diagonal lattice hollow floor system and preparation method thereof | |
| CN205894351U (en) | Lightweight steel wall body's T type connection structure | |
| CN104895258B (en) | A kind of eaves component for building and its processing method | |
| CN201785961U (en) | Fiber reinforced concrete hanging board | |
| CN108193778B (en) | A kind of construction method of goose egg shape steel construction | |
| CN106545089B (en) | Bucket-penetrating type wooden framework column-drawing space expanding structure and implementation method thereof | |
| CN105178520B (en) | A kind of open circles rafter eave structure installation method for building | |
| CN104234314A (en) | Honeycomb-shaped web crossed-section special-shaped steel column | |
| CN210195034U (en) | Ribbed thin-wall box beam and building comprising same | |
| CN209099633U (en) | A kind of marginal frame beam with cornice structure | |
| CN206385802U (en) | A kind of steel construction high residential building cast-in-place concrete floor steel wood mixing supporting construction | |
| CN203160427U (en) | Large steel structure building temperature stress relieving structure | |
| CN208220200U (en) | L-type Quick Release Easy disassembling mould | |
| CN207794323U (en) | A kind of assembled architecture beam column | |
| CN206646645U (en) | The connecting joint structure of girder steel and column | |
| CN205063129U (en) | Precast concrete makes up floor | |
| CN104074291B (en) | Curtain-wall stand-column structure and curtain wall system thereof | |
| CN207332030U (en) | Carrying wall between the incomparable steel column of pin-connected panel | |
| CN104775515A (en) | Hidden beam reinforcement method for improving torsional property of Z-shaped column nodes | |
| CN104895338B (en) | A kind of building iron concrete structure column contracture device installation method | |
| CN204357020U (en) | Ancient building eaves structure | |
| CN104234309A (en) | Honeycomb-shaped web special-shaped steel column with T-shaped section | |
| CN205296813U (en) | Support for building is stupefied |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |