CN104895258A - Building eaves member and treatment method thereof - Google Patents

Building eaves member and treatment method thereof Download PDF

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Publication number
CN104895258A
CN104895258A CN201510310078.8A CN201510310078A CN104895258A CN 104895258 A CN104895258 A CN 104895258A CN 201510310078 A CN201510310078 A CN 201510310078A CN 104895258 A CN104895258 A CN 104895258A
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China
Prior art keywords
building
component
web
eaves
top flange
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Application number
CN201510310078.8A
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Chinese (zh)
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CN104895258B (en
Inventor
贾俊明
吴琨
车顺利
韦孙印
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China Northwest Architecture Design and Research Institute Co Ltd
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China Northwest Architecture Design and Research Institute Co Ltd
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Priority to CN201510310078.8A priority Critical patent/CN104895258B/en
Publication of CN104895258A publication Critical patent/CN104895258A/en
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Publication of CN104895258B publication Critical patent/CN104895258B/en
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Abstract

The invention discloses a building eaves member comprising a web, an upper flange and a lower flange. The upper flange is connected to one side of the web. The lower flange is connected to the other side of the web. The upper flange is crimped on the whole at an angle beta. The web is provided with through holes. The building eaves member according to the technical scheme has the advantages that the requirement on crimping and roof slopes of traditional buildings is effectively met, dead weight of the member is reduced, the structure is safer and more reasonable, and the construction process of the eaves is simplified.

Description

A kind of eaves component for building and processing method thereof
Technical field
The invention belongs to architectural design and technical field of construction, be specifically related to a kind of eaves component for building and processing method thereof.
Background technology
Chinese traditional architecture is the crystallization of oriental cultural, Chinese civilization, is precious cultural resource, has high history, culture, art and scientific value.Traditional architecture is in the past based on brick, wooden construction, but along with the development of new material, new technology, steel work also applies in the design of traditional architecture gradually.But because the traditional architecture of this kind of form of structure is started late, for some guardian techniques and construction measure still Shortcomings or vacancy.
The profile of traditional style building modern structure component, node etc. need meet the requirement of design, make traditional style build modern structure component, node equidimension and building method be very restricted and make a big difference with modern structure, and the domestic and international interdependent node research to traditional style building modern structure is at present still blank substantially, existing specification does not have relevant regulations yet.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of eaves component for building and processing method thereof, to warp process to eaves component, meets traditional architecture and to warp requirement; Simultaneously by the perforate of eaves component, reduce cornice member dead weight, simplify cornice working procedure.
For achieving the above object, technical scheme of the present invention is as follows:
A kind of eaves component for building, comprising:
One web, the top flange of a described web side of connection, and the bottom flange of the described web opposite side of a connection; Described top flange entirety warps process, and the described top flange angle that warps is β; Described web is also provided with through hole.
In a preferred embodiment of the invention, described through hole hole aperture D is not more than h2/2, and wherein h2 is abnormity process member integrated height.
A kind of eaves Components installation method for building, comprises the following steps:
Step one, foundation building and structural requirement select component, and wherein the wide of bottom flange of component is b1, and overall height is h1;
Step 2, to be warped by building roof by component and the gradient does abnormity process, this process determines the wide b1 of abnormity process component, high h2 in conjunction with warp height, the building roof gradient and building structure detailing requiments of building, and the inclination angle, top flange of component is β;
Step 3, combined structure and force request open the hole that diameter is D on web 2; Namely final component is obtained.
By technique scheme, the invention has the beneficial effects as follows:
1, effectively meet traditional architecture to warp and roof pitch requirement;
2, reduce cornice member dead weight, structure is safe and reasonable more;
3, cornice working procedure is simplified.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 just determines H type eaves component diagram;
Fig. 2 is special-shaped H type eaves component diagram after optimizing.
Fig. 3 is eaves component Optimization Steps figure.
In figure, 1. top flange, 2. web, 3. bottom flange.
Detailed description of the invention
The technological means realized to make the present invention, creation characteristic, reaching object and effect is easy to understand, below in conjunction with concrete diagram, setting forth the present invention further.
See figures.1.and.2, a kind of eaves component for building, comprising:
One web, the top flange of a described web side of connection, and the bottom flange of the described web opposite side of a connection; Described top flange entirety warps process, and the described top flange angle that warps is β, and this angle is determined in conjunction with the building roof gradient, and this processing method is convenient to eave-rafter structure and is connected simultaneously.
Described web is also provided with through hole, and this aperture, hole D is not more than h2/2, so both meets component architectural construction requirement, can effectively reduce again cornice deadweight.
With reference to Fig. 3, mounting method of the present invention is as follows:
1, select component according to building and structural requirement, wherein the wide of bottom flange of component is b1, and overall height is h1;
2, warped by building roof by component and the gradient does abnormity process, this process to warp height, the building roof gradient and the wide b1 of building structure detailing requiments determination component, high h2 in conjunction with building, and the inclination angle, top flange of component is β;
3, combined structure and force request open the hole that diameter is D on web 2;
4, component shown in Fig. 2 is finally obtained.
By technique scheme, the present invention effectively meets traditional architecture and warps and roof pitch requirement; Reduce cornice member dead weight, structure is safe and reasonable more; Simplify cornice working procedure.
More than show and describe general principle of the present invention and principal character and advantage of the present invention.The technician of the industry should understand; the present invention is not restricted to the described embodiments; what describe in above-described embodiment and manual just illustrates principle of the present invention; without departing from the spirit and scope of the present invention; the present invention also has various changes and modifications, and these changes and improvements all fall in the claimed scope of the invention.Application claims protection domain is defined by appending claims and equivalent thereof.

Claims (3)

1. an eaves component for building, is characterized in that, comprising:
One web, the top flange of a described web side of connection, and the bottom flange of the described web opposite side of a connection; Described top flange entirety warps process, and the described top flange angle that warps is β; Described web is also provided with through hole.
2. one according to claim 1 eaves component for building, is characterized in that, described through hole hole aperture D is not more than h2/2, and wherein h2 is abnormity process member integrated height.
3. an eaves Components installation method for building, is characterized in that, comprise the following steps:
Step one, foundation building and structural requirement select component, and wherein the wide of bottom flange of component is b1, and overall height is h1;
Step 2, to be warped by building roof by component and the gradient does abnormity process, this process determines the wide b1 of abnormity process component, high h2 in conjunction with warp height, the building roof gradient and building structure detailing requiments of building, and the inclination angle, top flange of component is β;
Step 3, combined structure and force request open the hole that diameter is D on web 2; Namely final component is obtained.
CN201510310078.8A 2015-06-08 2015-06-08 A kind of eaves component for building and its processing method Active CN104895258B (en)

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

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CN104895258A true CN104895258A (en) 2015-09-09
CN104895258B CN104895258B (en) 2018-01-23

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2204617A (en) * 1987-03-31 1988-11-16 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

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2204617A (en) * 1987-03-31 1988-11-16 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

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