CN102444228A - Major/auxiliary full curtain wall structure and construction - Google Patents
Major/auxiliary full curtain wall structure and construction Download PDFInfo
- Publication number
- CN102444228A CN102444228A CN2011102800845A CN201110280084A CN102444228A CN 102444228 A CN102444228 A CN 102444228A CN 2011102800845 A CN2011102800845 A CN 2011102800845A CN 201110280084 A CN201110280084 A CN 201110280084A CN 102444228 A CN102444228 A CN 102444228A
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- Prior art keywords
- curtain wall
- construction
- major
- stress system
- master
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- 238000010276 construction Methods 0.000 title claims abstract description 83
- 229910052751 metal Inorganic materials 0.000 claims description 10
- 239000002184 metal Substances 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 5
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 238000004321 preservation Methods 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 13
- 230000000694 effects Effects 0.000 abstract description 6
- 230000007613 environmental effect Effects 0.000 abstract description 5
- 238000004079 fireproofing Methods 0.000 description 4
- 239000011810 insulating material Substances 0.000 description 3
- 230000002265 prevention Effects 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/90—Curtain walls comprising panels directly attached to the structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention relates to a major/auxiliary full curtain wall structure and construction, comprising a major curtain wall and an auxiliary curtain wall, wherein the major curtain wall is located between the main body structures of a building, while the auxiliary curtain wall covers the outside surface of the main body structure of the building. The major curtain wall comprises a structure stress system and a member; the structure stress system is located between the main body structures of the building; and the member is fixed to the structure stress system. The auxiliary curtain wall is provided with a member and covers the outside surface of the main body structure of the building; and the member of the auxiliary curtain wall transfers loads to the structure stress system of the major curtain wall structure or directly transfers the loads to the main body structure of the building. The major/auxiliary full curtain wall structure and construction keep the building appearance effect of the existing conventional curtain wall; however, the structure stress system of the curtain wall is changed to be arranged between the main body structures of the building in stead of being arranged outside the main body structure of the building; therefore, the structure stress system of the curtain wall is simplified and the materials and cost of the structure stress system are reduced on one hand, and on the other hand, the area utilization ratio can be increased and this arrangement is advantageous for energy saving, fire protection and environmental protection of the curtain wall.
Description
Technical field
The invention belongs to the civil construction project technical field, relate in particular to a kind of master, inferior full curtain wall construction and structure, it is applicable to the outer curtain wall of building construction.
Background technology
See also Fig. 1 and Fig. 2; The structure stress system of existing conventional curtain wall like members such as column 1 ', crossbeams 2 ', is suspended on major structure of construction 3 ' outer end; The external force that curtain wall bore (comprising the external force that member bore such as column 1 ', crossbeam 2 ', column active joint 4 '); Like deadweight and wind load etc., rely on the curtain wall construction post to pass to column suspension fulcrum 5 ' (also can be the metal embedded part), give major structure of construction 3 ' by column suspension fulcrum 5 ' with Load Transfer again.
Above-mentioned curtain wall construction system is except that stressed complicacy, load are big, and the cross section of column 1 ', crossbeam 2 ', column suspension fulcrum 5 ' is bigger, and therefore, its materials are more, cost is higher.And; Curtain wall member 6 ' is in the major structure of construction 3 ' outside; There is the certain distance space between curtain wall member 6 ' and the major structure of construction 3 '; Be unfavorable for energy-conservationly, and for making building body have heat insulation effect preferably, need fill insulant material in the space between curtain wall member 6 ' and major structure of construction 3 '; The most fireproof performance of heat insulating material is relatively poor at present; The a lot of fire incidents that cause because of heat insulating material of doubting of domestic in recent years appearance, for example: accidents such as Shanghai mansion big fire at noon on the 15th November in 2010, Shenyang deluxe hotel big fire at midnight on the 3rd February in 2011, the secondary building big fire of the new mansion of Beijing Chinese Central Television (CCTV) it is reported that the main cause of analyzing all is that outer curtain wall has adopted uncomfortable heat insulating material.In addition,, need to fill in the space between curtain wall member 6 ' and major structure of construction 3 ' fire proofing material in order to reach flameproof effect, the present lower-cost glass fiber fire proofing material of domestic most employing, this material is harmful, not enough environmental protection.
Summary of the invention
Technical problem to be solved by this invention is; A kind of master, inferior full curtain wall construction and structure are provided; Its structural system is stressed simply, materials are less, cost is lower, help curtain-wall energy-saving, fire prevention, environmental protection simultaneously, and can keep the architectural appearance effect of existing conventional curtain wall.
For solving the problems of the technologies described above, the present invention provides a kind of master, inferior full curtain wall construction and structure, comprises main curtain wall and time curtain wall; Main curtain wall is between major structure of construction, and inferior curtain wall is covered in the major structure of construction outer surface; Main curtain wall comprises structure stress system and member, and the structure stress system is between major structure of construction, and member is fixed on the structure stress system; Inferior curtain wall has member, and inferior curtain wall member is covered in the major structure of construction outer surface, and is given Load Transfer on the main curtain wall construction stress system or be directly passed on the major structure of construction by inferior curtain wall member.
Further, the structure stress system of said main curtain wall comprises curtain-wall stand-column and crossbeam.
Further, said structure stress system is connected with major structure of construction through built-in fitting.
Further, said curtain wall member is covered on the outer surface of major structure of construction.
Further, said time the curtain wall member is fixedly connected on the structure stress system of main curtain wall through connector, perhaps is fixedly connected on the major structure of construction through connector.
Further, said main curtain wall member is positioned at same plane with time curtain wall member.
Further, said structure stress system and member carry out modular integral installation again to the job site after semiproduct are processed by factory, perhaps separate installation at the construction field (site).
Further, said main curtain wall is a curtain wall.
Further, said curtain wall is curtain wall, Al-alloy metal curtain wall, stainless steel metal curtain wall, stone curtain wall or metal heat preservation composite material.
Further, said major structure of construction comprises beam, post and plate.
Compared with prior art; Master of the present invention, inferior full curtain wall construction and structure have kept the architectural appearance effect of existing conventional curtain wall; But the structure stress system of curtain wall is changed between the major structure of construction by the major structure of construction outside; The external force (comprising the external force that member bore such as column, crossbeam) that main curtain wall is born is directly passed to major structure of construction, on the one hand, has simplified the curtain wall construction stress system; Reduce structural system central post, crossbeam, built-in fitting cross section, thereby reduced materials and cost; On the other hand; Because the structure stress system of main curtain wall is between major structure of construction; Main, inferior curtain wall member can make spacing between the two as far as possible little as far as possible near major structure of construction, need not between curtain wall member and major structure of construction, to fill fire proofing material; Thereby improved the area utilization rate, helped curtain-wall energy-saving, fire prevention, environmental protection.
Description of drawings
Fig. 1 is the cross-sectional schematic of existing conventional curtain wall.
Fig. 2 is the elevational schematic view of existing conventional curtain wall shown in Figure 1.
Fig. 3 is master of the present invention, inferior full curtain wall construction and the cross-sectional schematic of constructing a preferred embodiment.
Fig. 4 is the elevational schematic view of master shown in Figure 3, inferior full curtain wall construction and constructed embodiment.
The specific embodiment
In order to make technical problem to be solved by this invention, technical scheme and beneficial effect clearer,, the present invention is further elaborated below in conjunction with accompanying drawing and embodiment.Should be appreciated that specific embodiment described herein only in order to explanation the present invention, and be not used in qualification the present invention.
Seeing also Fig. 3 and Fig. 4, is a preferred embodiment of the present invention, and this master, inferior full curtain wall construction and structure comprise main curtain wall 1 and time curtain wall 2, and main curtain wall 1 is between major structure of construction 3, and inferior curtain wall 2 is covered in major structure of construction 3 outer surfaces.Main curtain wall 1 comprises structure stress system 11 and member 12; Structure stress system 11 is between major structure of construction 3, and member 12 is fixed on the structure stress system 11.Inferior curtain wall 2 has member (among the figure indicate), and inferior curtain wall 2 members are covered in major structure of construction 3 outer surfaces, and is given Load Transfer on the structure stress system 11 of main curtain wall 1 or be directly passed on the major structure of construction 3 by inferior curtain wall 2 members.
Particularly, the structure stress system 11 of main curtain wall 1 comprises members such as curtain-wall stand-column 111, crossbeam 112.Major structure of construction 3 comprises beam, post and plate.Structure stress system 11 is connected with major structure of construction 3 through built-in fitting 113.Structure stress system 11 can with member 12 after semiproduct are processed by factory; Carry out modular integral installation again to the job site; Also can separate installation at the construction field (site); Promptly earlier structure stress system 11 is installed on the major structure of construction 3, again member 12 is installed on the structure stress system 11 afterwards.To lead, inferior curtain wall is installed to 3 last times of major structure of construction, and main curtain wall can be installed earlier, and time curtain wall is installed again.The material of major structure of construction 3 can be composite decoration concrete, clear-water concrete or ordinary concrete etc.; When the material of major structure of construction 3 is the composite decoration concrete; The member of inferior curtain wall 2 is covered on the outer surface of major structure of construction 3, and is very close to each other between itself and the major structure of construction 3.In the present embodiment, the member 12 of the member of inferior curtain wall 2 and main curtain wall 1 is positioned at same plane, and certainly, the member of inferior curtain wall 2 also can be positioned at different plane with the member 12 of main curtain wall 1.
Master of the present invention, inferior full curtain wall construction and structure have kept the architectural appearance effect of existing conventional curtain wall; But the structure stress system 11 of curtain wall is changed between the major structure of construction 3 by major structure of construction 3 outsides; The external force (comprising the external force that member bore such as column 111, crossbeam 112) that main curtain wall 1 is born is directly passed to major structure of construction 3; On the one hand; Simplify the curtain wall construction stress system, reduced column 111, crossbeam 112, built-in fitting 113 cross sections, thereby reduced materials and cost.On the other hand; Because the structure stress system 11 of main curtain wall 1 is between major structure of construction 3; Main, inferior curtain wall member can make spacing between the two as far as possible little as far as possible near major structure of construction 3, need not between curtain wall member and major structure of construction 3, to fill fire proofing material; Thereby improved the area utilization rate, helped curtain-wall energy-saving, fire prevention, environmental protection.
The above is merely preferred embodiment of the present invention, not in order to restriction the present invention, all any modifications of within spirit of the present invention and principle, being done, is equal to and replaces and improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. a master, inferior full curtain wall construction and structure is characterized in that, comprise main curtain wall and time curtain wall; Said main curtain wall is between major structure of construction, and said time curtain wall is covered in the major structure of construction outer surface; Said main curtain wall comprises structure stress system and member, and said structure stress system is between major structure of construction, and said member is fixed on the said structure stress system; Said time curtain wall has member, and said time the curtain wall member is covered in the major structure of construction outer surface, and is given Load Transfer on the said main curtain wall construction stress system or be directly passed on the major structure of construction by inferior curtain wall member.
2. master as claimed in claim 1, inferior full curtain wall construction and structure is characterized in that the structure stress system of said main curtain wall comprises curtain-wall stand-column and crossbeam.
3. master as claimed in claim 1, inferior full curtain wall construction and structure is characterized in that said structure stress system is connected with major structure of construction through built-in fitting.
4. master as claimed in claim 1, inferior full curtain wall construction and structure is characterized in that said curtain wall member is covered on the outer surface of said major structure of construction.
5. master as claimed in claim 1, inferior full curtain wall construction and structure is characterized in that, said time the curtain wall member is fixedly connected on the structure stress system of said main curtain wall through connector, perhaps is fixedly connected on the major structure of construction through connector.
6. master as claimed in claim 1, inferior full curtain wall construction and structure is characterized in that, said main curtain wall member is positioned at same plane with time curtain wall member.
7. master as claimed in claim 1, inferior full curtain wall construction and structure is characterized in that, said structure stress system and member carry out modular integral installation again to the job site after semiproduct are processed by factory, perhaps separate installation at the construction field (site).
8. master as claimed in claim 1, inferior full curtain wall construction and structure is characterized in that said main curtain wall is a curtain wall.
9. master as claimed in claim 1, inferior full curtain wall construction and structure is characterized in that, said curtain wall is curtain wall, Al-alloy metal curtain wall, stainless steel metal curtain wall, stone curtain wall or metal heat preservation composite material.
10. master as claimed in claim 1, inferior full curtain wall construction and structure is characterized in that said major structure of construction comprises beam, post and plate.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110280084.5A CN102444228B (en) | 2011-09-20 | 2011-09-20 | Major/auxiliary full curtain wall structure and construction |
| PCT/CN2012/079591 WO2013040955A1 (en) | 2011-09-20 | 2012-08-02 | Primary and secondary full curtain wall structure and architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110280084.5A CN102444228B (en) | 2011-09-20 | 2011-09-20 | Major/auxiliary full curtain wall structure and construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102444228A true CN102444228A (en) | 2012-05-09 |
| CN102444228B CN102444228B (en) | 2015-01-14 |
Family
ID=46007133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110280084.5A Expired - Fee Related CN102444228B (en) | 2011-09-20 | 2011-09-20 | Major/auxiliary full curtain wall structure and construction |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN102444228B (en) |
| WO (1) | WO2013040955A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013040955A1 (en) * | 2011-09-20 | 2013-03-28 | 饶淳 | Primary and secondary full curtain wall structure and architecture |
| CN104453033A (en) * | 2013-09-25 | 2015-03-25 | 江苏合发集团有限责任公司 | Connecting structure of curtain walls made of different materials |
| CN115162592A (en) * | 2022-08-11 | 2022-10-11 | 中建幕墙有限公司 | Glass curtain wall system and construction method |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108049539A (en) * | 2018-01-26 | 2018-05-18 | 武汉建工集团股份有限公司 | A kind of component type curtain wall system and installation method |
| CN109518853A (en) * | 2018-11-19 | 2019-03-26 | 上海建工五建集团有限公司 | A kind of built-in fitting and installation method for curtain wall installation |
| CN113136993B (en) * | 2021-04-02 | 2022-04-12 | 中建一局集团建设发展有限公司 | Overhanging outer curtain wall supporting structure of building adjacent to historical landscape protection and construction method thereof |
| CN114319659B (en) * | 2021-12-21 | 2023-12-19 | 上海江河幕墙系统工程有限公司 | Large-span double-upright-column unitized curtain wall system |
| CN115898236B (en) * | 2022-11-07 | 2024-06-28 | 中建三局集团华南有限公司 | Fire rescue window of glass and ceramic roller double-layer curtain wall |
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| JP4538217B2 (en) * | 2003-11-26 | 2010-09-08 | トステム株式会社 | curtain wall |
| CN101255722B (en) * | 2007-01-16 | 2011-09-07 | 深圳金粤幕墙装饰工程有限公司 | Double-trough curved surface unit type panel wall |
| CN201567700U (en) * | 2009-10-21 | 2010-09-01 | 班广生 | Keel ventilation type double-layer glass curtain wall |
| JP2011111886A (en) * | 2009-11-24 | 2011-06-09 | Buheng Stone Material Truss Co Ltd | Outer-wall construction apparatus for building capable of constructing without conducting field welding |
| JP5656391B2 (en) * | 2009-11-27 | 2015-01-21 | 株式会社Ｌｉｘｉｌ | Curtain wall unit and curtain wall |
| CN102444228B (en) * | 2011-09-20 | 2015-01-14 | 饶淳 | Major/auxiliary full curtain wall structure and construction |
-
2011
- 2011-09-20 CN CN201110280084.5A patent/CN102444228B/en not_active Expired - Fee Related
-
2012
- 2012-08-02 WO PCT/CN2012/079591 patent/WO2013040955A1/en active Application Filing
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040043260A1 (en) * | 2000-09-20 | 2004-03-04 | Nicolas Nadaud | Substrate with photocatalytic coating |
| WO2004076773A1 (en) * | 2003-02-11 | 2004-09-10 | Jianwei Cui | Selectively sunlight transmitting material and the application thereof |
| CN101225683A (en) * | 2007-01-16 | 2008-07-23 | 深圳金粤幕墙装饰工程有限公司 | Method for connecting and installing unit curtain walls |
| CN101200925A (en) * | 2007-10-29 | 2008-06-18 | 鲁文杰 | Doubling glass inner-expanding type swivel joint and mounting method |
| CN101581141A (en) * | 2008-05-15 | 2009-11-18 | 万怡娟 | Double-layer heat insulation curtain wall decorating system |
| CN101566034A (en) * | 2008-07-18 | 2009-10-28 | 罗进南 | Precision equally-high mechanical-seal filtering-thick air layer multi-glass energy-saving window |
| CN202248411U (en) * | 2011-09-20 | 2012-05-30 | 周嘉陵 | Primary and secondary full-curtain wall structure and construction |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013040955A1 (en) * | 2011-09-20 | 2013-03-28 | 饶淳 | Primary and secondary full curtain wall structure and architecture |
| CN104453033A (en) * | 2013-09-25 | 2015-03-25 | 江苏合发集团有限责任公司 | Connecting structure of curtain walls made of different materials |
| CN115162592A (en) * | 2022-08-11 | 2022-10-11 | 中建幕墙有限公司 | Glass curtain wall system and construction method |
| CN115162592B (en) * | 2022-08-11 | 2023-10-20 | 中建幕墙有限公司 | Glass curtain wall system and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2013040955A1 (en) | 2013-03-28 |
| CN102444228B (en) | 2015-01-14 |
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Owner name: RAO CHUN Free format text: FORMER OWNER: ZHOU JIALING Effective date: 20121212 |
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Effective date of registration: 20121212 Address after: 518028 Guangdong city of Shenzhen province Futian District Yuanling garden building D 16F Applicant after: Rao Chun Address before: 518026 Guangdong city of Shenzhen province Futian District Pengcheng Road No. 1 Television Building 16F Applicant before: Zhou Jialing |
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Effective date of registration: 20171020 Address after: 518000, room 2015, East Building, CLP information mansion, 1 news Road, Futian District, Shenzhen, Guangdong Co-patentee after: Rao Chun Patentee after: SHENZHEN QIANYI CONSTRUCTION TECHNOLOGY CO.,LTD. Address before: 518028 Guangdong city of Shenzhen province Futian District Yuanling garden building D 16F Patentee before: Rao Chun |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150114 |