CN207260320U - A kind of pseudo-classic architecture verandah structure - Google Patents
A kind of pseudo-classic architecture verandah structure Download PDFInfo
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- CN207260320U CN207260320U CN201721279159.7U CN201721279159U CN207260320U CN 207260320 U CN207260320 U CN 207260320U CN 201721279159 U CN201721279159 U CN 201721279159U CN 207260320 U CN207260320 U CN 207260320U
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- steel
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- steel plate
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- verandah
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Abstract
The utility model discloses a kind of pseudo-classic architecture verandah structure, the structure includes concrete frame trestle and corridor column, bracket is installed on concrete frame trestle, I-steel, the I-steel junction steel plate are installed on the side corbel of bracket, the steel plate other end is supported on corridor column, the part that steel plate exposes corridor column forms steel eave-rafter, and steel eave-rafter end upper surface has bracket, wood-plastic board is supported on bracket, wooden cornice, roofing of finally mating formation above are installed in wood-plastic board.The structure of the utility model also while has met the code requirement of the security of modern architecture, fire-proof shock-proof and service life on the basis of pseudo-classic architecture style and features is met.
Description
Technical field
The utility model belongs to pseudo-classic architecture design field, relates in particular to a kind of pseudo-classic architecture verandah structure.
Background technology
Traditional architecture has unique aesthetic feeling, and modern architecture is for aesthetic needs, it is often necessary to using traditional architecture
Surface structure, but conventional building construction cannot meet the requirement of modern architecture in antidetonation, fire prevention etc..
Utility model content
In order to build the construction pattern with traditional architecture graceful bearing for not only meeting design, but also modern architecture specification can be met
It is required that building verandah, the utility model proposes a kind of new structure.Specifically, the utility model employs following technology
Scheme:
A kind of pseudo-classic architecture verandah structure, the structure include concrete frame trestle and corridor column, pacify on concrete frame trestle
Fill bracket, it is characterised in that I-steel, the I-steel junction steel plate, the steel plate other end are installed on the side corbel of bracket
It is supported on corridor column, the part that steel plate exposes corridor column forms steel eave-rafter, and steel eave-rafter end upper surface has bracket, propped up on bracket
Gallows timber mould plate, the wooden cornice of installation, roofing of finally mating formation above in wood-plastic board.Wherein bracket can weld bar steel on the steel plate
Formed, or steel plate end is bent and is formed.
Preferably, crossbeam is installed, corridor Zhu Weimu Baogangs rod structure, inside is between the corridor column and concrete frame trestle
Square steel, outside include pin, and square steel an exposure part, crossbeam one end in pin of the top from outsourcing are connected to bracket base portion,
Another end-rack is on pin.
Beneficial effect:The basic force structure of the utility model is concrete and steel framework structure, can be prevented in fire prevention
Meet modern architecture code requirement in shake and safety in utilization.At the same time visible part using traditional building material and pattern come into
Row is built, and also meets the appearance requirement of traditional architecture modelled after an antique.Using the structure of the utility model, traditional material and modern building material
Linking it is naturally firm, service life length, building it is attractive and durable, it is safe.
Brief description of the drawings
Fig. 1 is the schematic diagram of the verandah structure of the utility model.
In figure:1st, bracket;2nd, I-steel;3rd, steel plate;4th, wood-plastic board;5th, steel eave-rafter;6th, wooden cornice;7th, square steel;8th, it is wooden
Baogang's column.
Embodiment
In traditional timber structure, verandah column dimensions are usually no more than 250mm, and modern imitations building, is generally mixed using reinforcing bar
Xtah Crude Clay structure, according to the requirement of earthquake resistant code, the minimum dimension of cylinder cannot be less than 350mm in concrete structure;The prior art
Often locally timber structure way is used in verandah so that verandah pillar diameter meets the beautiful requirement of building.But with new edition《Build
Build design fire safety rules》Implementation, for verandah according to timber structure, the fire-fighting spacing between building cannot be less than 14 meters, and actual
Place in design is rarely fulfilled that so big pitch requirements, therefore we look for another way, and is used in the verandah of pseudo-classic architecture
Steel structural form, can meet the pitch requirements for building requirement and fire-fighting of the verandah pillar no more than 250mm
(Steel building fire-fighting minimum spacing is 6 meters).The verandah steel construction way modelled after an antique of the utility model has feature for building
Main part uses reinforced concrete structure, chooses eaves outside or verandah uses steel construction, and building fire protection spacing is controlled at 6 meters,
Guarantee meets code requirement.
Below with reference to the accompanying drawings elaborate to the utility model.
Referring to Fig. 1, the pseudo-classic architecture verandah structure of the utility model includes concrete frame trestle and corridor column, and corridor column is preferably
Wooden Baogang's rod structure, inside is square steel 8, and outside includes pin 9, square steel exposure part in pin of the top from outsourcing, side
Steel apical support steel plate 3, pin below then can be with support beam.Bracket 1 is installed, in the side of bracket on concrete frame trestle
I-steel 2, the I-steel junction steel plate 3 are installed, the steel plate other end is supported on corridor column, and steel plate exposes the portion of corridor column on corbel
Divide and form steel eave-rafter 5, steel eave-rafter end upper surface has bracket 6, and wood-plastic board 4 is supported on bracket, and installing wood in wood-plastic board flies
Eaves 7, roofing of finally mating formation above.Crossbeam is installed between corridor column and concrete frame trestle, crossbeam one end is connected to bracket
Base portion, another end-rack is on pin.
The basic force structure of the utility model is concrete and steel framework structure, in fire-proof shock-proof and can use peace
Meet modern architecture code requirement in full property.Built at the same time in visible part using traditional building material and pattern,
Meet the appearance requirement of traditional architecture modelled after an antique.Using the structure of the utility model, traditional material is connected certainly with modern building material
So firmly, service life length, building is attractive and durable, safe.
The embodiment of the utility model is described in detail above in conjunction with attached drawing, but the utility model is not limited to
The above embodiment, in the knowledge that technical field those of ordinary skill possesses, can also not depart from this reality
Made a variety of changes with the premise of new objective.
Claims (3)
1. a kind of pseudo-classic architecture verandah structure, the structure includes concrete frame trestle and corridor column, is installed on concrete frame trestle
Bracket, it is characterised in that I-steel, the I-steel junction steel plate, steel plate other end branch are installed on the side corbel of bracket
Support is on corridor column, and the part that steel plate exposes corridor column forms steel eave-rafter, and steel eave-rafter end upper surface has bracket, supported on bracket
Wood-plastic board, the wooden cornice of installation, roofing of finally mating formation above in wood-plastic board.
2. pseudo-classic architecture verandah structure as claimed in claim 1, it is characterised in that bracket be on the steel plate weld bar steel or
It is that steel plate end is bent and is formed.
3. pseudo-classic architecture verandah structure as claimed in claim 1, it is characterised in that between the corridor column and concrete frame trestle
Crossbeam is installed, corridor Zhu Weimu Baogangs rod structure, inside is square steel, and outside includes pin, pin of the square steel on top from outsourcing
A middle exposure part, crossbeam one end are connected to bracket base portion, and another end-rack is on pin.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721279159.7U CN207260320U (en) | 2017-09-30 | 2017-09-30 | A kind of pseudo-classic architecture verandah structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721279159.7U CN207260320U (en) | 2017-09-30 | 2017-09-30 | A kind of pseudo-classic architecture verandah structure |
Publications (1)
Publication Number | Publication Date |
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CN207260320U true CN207260320U (en) | 2018-04-20 |
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CN201721279159.7U Expired - Fee Related CN207260320U (en) | 2017-09-30 | 2017-09-30 | A kind of pseudo-classic architecture verandah structure |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108396867A (en) * | 2018-05-09 | 2018-08-14 | 上海鼎创建筑设计有限公司 | Multiple wooden frames and the same absolute altitude connection structure of pin and method |
CN110424761A (en) * | 2019-06-20 | 2019-11-08 | 金华市广和古建筑技术研发有限公司 | Rehabilitating historic building support device and its construction method |
CN110439194A (en) * | 2019-07-22 | 2019-11-12 | 上海秦森园林股份有限公司 | A kind of mounting structure and installation method of pseudo-classic architecture wood rafter |
CN113529936A (en) * | 2021-07-30 | 2021-10-22 | 中国建筑西北设计研究院有限公司 | Design method for conversion beam joint at cylindrical collecting part and conversion beam joint structure |
-
2017
- 2017-09-30 CN CN201721279159.7U patent/CN207260320U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108396867A (en) * | 2018-05-09 | 2018-08-14 | 上海鼎创建筑设计有限公司 | Multiple wooden frames and the same absolute altitude connection structure of pin and method |
CN108396867B (en) * | 2018-05-09 | 2024-05-28 | 上海都市再生实业有限公司 | Structure and method for connecting multiple wood beams and wood columns at same elevation |
CN110424761A (en) * | 2019-06-20 | 2019-11-08 | 金华市广和古建筑技术研发有限公司 | Rehabilitating historic building support device and its construction method |
CN110424761B (en) * | 2019-06-20 | 2021-08-06 | 金华市广和古建筑技术研发有限公司 | Supporting device for repairing ancient buildings and construction method thereof |
CN110439194A (en) * | 2019-07-22 | 2019-11-12 | 上海秦森园林股份有限公司 | A kind of mounting structure and installation method of pseudo-classic architecture wood rafter |
CN110439194B (en) * | 2019-07-22 | 2021-10-08 | 上海秦森园林股份有限公司 | Mounting structure and mounting method of wood rafters of antique building |
CN113529936A (en) * | 2021-07-30 | 2021-10-22 | 中国建筑西北设计研究院有限公司 | Design method for conversion beam joint at cylindrical collecting part and conversion beam joint structure |
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Legal Events
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180420 |