CN201915502U - Tall building thermal insulation built-in connection structure - Google Patents
Tall building thermal insulation built-in connection structure Download PDFInfo
- Publication number
- CN201915502U CN201915502U CN2010205992814U CN201020599281U CN201915502U CN 201915502 U CN201915502 U CN 201915502U CN 2010205992814 U CN2010205992814 U CN 2010205992814U CN 201020599281 U CN201020599281 U CN 201020599281U CN 201915502 U CN201915502 U CN 201915502U
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- China
- Prior art keywords
- steel bar
- reinforcing mesh
- frame plate
- site
- bar net
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- 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.)
- Expired - Fee Related
Links
- 238000009413 insulation Methods 0.000 title abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- 238000010792 warming Methods 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims description 19
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 17
- 238000005520 cutting process Methods 0.000 claims description 3
- 239000004567 concrete Substances 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000004134 energy conservation Methods 0.000 description 5
- 238000010923 batch production Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 206010010219 Compulsions Diseases 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a tall building thermal insulation built-in connection structure, comprising a shear wall steel reinforcing mesh. The utility model is characterized in that the outer side of the shear wall steel reinforcing mesh is connected to a steel reinforcing mesh frame plate comprising a steel bar net slice I and a steel bar net slice II which are in parallel with each other; a warming plate is clamped between the two slices, and an oblique inserting steel wire passes through the warming plate, connecting two steel bar net slices in parallel into one piece. The utility model is advantageous in that the shear wall steel reinforcing mesh can be colligated on site; the externally hung steel reinforcing mesh frame plate is processed by a factory, reducing the space limitation factor of transportation; the hoisting and combination are conducted on site, and the mold is fixed and the concrete is poured on site, thereby the wall stability can be enhanced; the warming plate is poured in a concrete layer, thereby the service lifetime of a heat-insulation layer is equal to that of the body, the intensive production degree is high, the on-site assembling is convenient and the industry popularization prospect is wide.
Description
Technical field
The utility model is a kind of shear force wall reinforcing steel bar and a kind of type of attachment that is incubated network frame plate, belongs to the building structure technology field.
Background technology
Building energy conservation is that state compulsion is carried out, and the Ministry of Construction also actively promotes building energy conservation and structure-integrated.It is light that the steel mesh reinforcement frame plate has a body, the characteristics of batch production production and site operation are convenient in insulation, developed very fast in recent years, the steel mesh reinforcement frame plate is used with combining of shear wall or is fewer in actual applications, especially at highrise building, the utility model is primarily aimed at building energy conservation and structure-integrated, energy-conservation heat-insulation wall plate and building structure is organically combined be integral, and realizes insulation life-span and same life-span of building body.
Summary of the invention
The utility model purpose is steel mesh reinforcement frame plate and the combination of building shear force wall reinforcing steel bar, provides a kind of external hanging type to connect steel bar stress composite shear wall skeleton, has realized that the batch production of building energy conservation steel mesh reinforcement frame plate is produced and the Application of composite of on-the-spot shear force wall reinforcing steel bar.
The technical solution of the utility model is achieved in that highrise building is incubated built-in syndeton, comprises the shear force wall reinforcing steel bar net, it is characterized in that: be mounted with the steel mesh reinforcement frame plate in the shear force wall reinforcing steel bar net outside; Described steel mesh reinforcement frame plate comprises two parallel reinforced mesh I and net sheet II, the therebetween warming plate, and have the oblique cutting steel wire to pass warming plate two parallel reinforced mesh are connected as one; The described steel mesh reinforcement frame plate outside also is provided with the reinforcing mat sheet, is provided with stirrup between shear force wall reinforcing steel bar net and reinforcing mat sheet and is connected.
Above-mentioned shear force wall reinforcing steel bar net comprises parallel two reinforced mesh III that link together and net sheet IV, connects by horizontal stirrup between net sheet IV and the net sheet II.
Its basic structure of the utility model comprises that the shear force wall reinforcing steel bar net is the body of wall supporting part, and the steel mesh reinforcement frame plate is an insulating sections.The utility model can be with the colligation at the construction field (site) of shear force wall reinforcing steel bar net, plug-in steel mesh reinforcement frame plate is a factory process, the transportation space restraining factors have been reduced, lifting combination at the construction field (site), fixed in place masterplate concreting, strengthened the stability of body of wall, warming plate is cast in the layer of concrete, and insulation life is equal to main body, intensification production degree height, assembled on site is convenient, has wide industry promotion prospect.
Description of drawings
Figure is the utility model structural representation.
The specific embodiment
As shown in the figure, the utility model comprises steel mesh reinforcement frame plate, shear force wall reinforcing steel bar net, is mounted with the steel mesh reinforcement frame plate in the shear force wall reinforcing steel bar net outside; Described steel mesh reinforcement frame plate comprises two parallel reinforced mesh I1 and net sheet II2, therebetween warming plate 3, and have oblique cutting steel wire 4 to pass warming plate 3 two parallel reinforced mesh I1, II2 are connected as one.The steel mesh reinforcement frame plate outside also is provided with reinforcing mat sheet 9, and above-mentioned shear force wall reinforcing steel bar net comprises parallel two reinforced mesh III5 that link together and net sheet IV6, connects by horizontal stirrup 7 between net sheet IV6 and the reinforcing mat sheet 9.Connect as one by stirrup (belonging to prior art, not shown) between reinforced mesh III5 and net sheet IV6.
The utility model so the steel mesh reinforcement frame plate does not have very high requirement of strength, can adopt the filament of ∮ 2 or following diameter to make owing to adopted reinforcing mat sheet 9, is convenient to the batch process of automation equipment in factory.Above-mentioned reinforcing mat sheet 9 can adopt the reinforcement fabrication of ∮ 6, and its grid specification can be 400*400 or 300*300.
Characteristics of the present utility model are outstanding gauze wire cloth frame plates and being connected of shear force wall reinforcing steel bar net.One side is as the shear wall steel bar stress, opposite side is the gauze wire cloth frame plate, heat-insulation wall plate, the main stress steel mesh reinforcement connects by horizontal stirrup, behind the fixed form, the double-side in-situ concrete forms compound reinforced concrete shear wall at the scene, wherein shear force wall reinforcing steel bar one side is as load bearing wall, and opposite side is as composite heat insulating wall.
Warming plate 3 shown in the figure of the present utility model can be used polystyrene foam plate, polystyrene extruded sheet.
The utility model includes but are not limited to this embodiment, and it also can have other conspicuous variations.
Claims (1)
1. highrise building is incubated built-in syndeton, comprises the shear force wall reinforcing steel bar net, it is characterized in that: be mounted with the steel mesh reinforcement frame plate in the shear force wall reinforcing steel bar net outside; Described steel mesh reinforcement frame plate comprises two parallel reinforced mesh I and net sheet II, the therebetween warming plate, and have the oblique cutting steel wire to pass warming plate two parallel reinforced mesh are connected as one; The described steel mesh reinforcement frame plate outside also is provided with the reinforcing mat sheet, is provided with stirrup between shear force wall reinforcing steel bar net and reinforcing mat sheet and is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205992814U CN201915502U (en) | 2010-11-10 | 2010-11-10 | Tall building thermal insulation built-in connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205992814U CN201915502U (en) | 2010-11-10 | 2010-11-10 | Tall building thermal insulation built-in connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201915502U true CN201915502U (en) | 2011-08-03 |
Family
ID=44415305
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205992814U Expired - Fee Related CN201915502U (en) | 2010-11-10 | 2010-11-10 | Tall building thermal insulation built-in connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201915502U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102966189A (en) * | 2012-11-14 | 2013-03-13 | 清华大学建筑设计研究院有限公司 | Outer wall insulating system integrated with construction of shear wall structure with lightweight-steel framework |
| CN103774789A (en) * | 2014-01-28 | 2014-05-07 | 清华大学建筑设计研究院有限公司 | Structurally heat-preserving integrated pressure-bearing template and building construction method applying same |
| CN106284762B (en) * | 2016-10-14 | 2018-08-14 | 成都建筑工程集团总公司 | A kind of construction method of the PCF plates with heat preservation connection sheet |
| CN113585550A (en) * | 2021-08-17 | 2021-11-02 | 中核能源科技有限公司 | Concrete wall with restrained shear-resistant ribs and hook connecting nodes and construction method |
-
2010
- 2010-11-10 CN CN2010205992814U patent/CN201915502U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102966189A (en) * | 2012-11-14 | 2013-03-13 | 清华大学建筑设计研究院有限公司 | Outer wall insulating system integrated with construction of shear wall structure with lightweight-steel framework |
| CN102966189B (en) * | 2012-11-14 | 2015-05-13 | 清华大学建筑设计研究院有限公司 | Outer wall insulating system integrated with construction of shear wall structure with lightweight-steel framework |
| CN103774789A (en) * | 2014-01-28 | 2014-05-07 | 清华大学建筑设计研究院有限公司 | Structurally heat-preserving integrated pressure-bearing template and building construction method applying same |
| CN106284762B (en) * | 2016-10-14 | 2018-08-14 | 成都建筑工程集团总公司 | A kind of construction method of the PCF plates with heat preservation connection sheet |
| CN113585550A (en) * | 2021-08-17 | 2021-11-02 | 中核能源科技有限公司 | Concrete wall with restrained shear-resistant ribs and hook connecting nodes and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Miao Inventor after: Jin Hongwen Inventor after: Yan Fuwu Inventor after: Yu Guangwen Inventor before: Yan Fuwu Inventor before: Yu Guangwen Inventor before: Liu Miao |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: YAN FUWU YU GUANGWEN LIU MIAO TO: LIU MIAO JIN HONGWEN YAN FUWU YU GUANGWEN |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110803 Termination date: 20111110 |