CN106245833A - Concrete heat-insulating curtain wall lamination transition construction method - Google Patents
Concrete heat-insulating curtain wall lamination transition construction method Download PDFInfo
- Publication number
- CN106245833A CN106245833A CN201610708882.6A CN201610708882A CN106245833A CN 106245833 A CN106245833 A CN 106245833A CN 201610708882 A CN201610708882 A CN 201610708882A CN 106245833 A CN106245833 A CN 106245833A
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- China
- Prior art keywords
- curtain wall
- concrete
- cast
- concrete heat
- rearmounted
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Classifications
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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
Abstract
The invention belongs to building field.A kind of concrete heat-insulating curtain wall lamination transition construction method, including cast-in-place concrete heat-preservation curtain wall construction technique and rearmounted concrete heat-insulating curtain wall construction technique；First it fix the warming plate of cast-in-place concrete heat-preservation curtain wall, and install agent structure mould, with rearmounted concrete heat-insulating curtain wall interface at cast-in-place concrete panel position load EPS sheet so that at the cast-in-place concrete panel at EPS sheet position wouldn't casting concrete, formed overlapping breach；Fill after wall poured, the warming plate of rearmounted concrete heat-insulating curtain wall and the warming plate of cast-in-place concrete curtain wall are made that gingival cyst of mucous gland in the newborn stubble is staggered connects stubble；The warming plate of rearmounted concrete heat-insulating curtain wall is hung reinforced mesh, the warming plate of rearmounted concrete heat-insulating curtain wall smears concrete.Construction crack at interface is dispersed in the one fixed width of interface intersection by the present invention, so that interface seam width is reduced in allowed band, it is ensured that the durability of concrete heat-insulating curtain wall.
Description
Technical field
The invention belongs to building field, be specifically related to a kind of concrete heat-insulating curtain wall lamination transition construction method.
Background technology
Concrete heat-insulating curtain wall is formed by concrete topping and heat preservation plate material, is not undertaken agent structure load and effect
External wall external thermal insulation structure, it includes cast-in-place concrete heat-preservation curtain wall and rearmounted concrete heat-insulating curtain wall.Cast-in-place concrete
Insulation curtain wall refers to that the concrete heat-insulating curtain wall with agent structure synchronous construction, rearmounted concrete heat-insulating curtain wall refer in body junction
The concrete heat-insulating curtain wall that structure or building enclosure wall construction are constructed after completing again.As it is shown in figure 1, at the exterior wall of a building building
On face, agent structure concrete uses cast-in-place concrete heat-preservation curtain wall, fill and use rearmounted concrete heat-insulating curtain wall, just on wall
It is bound on the concrete heat-insulating curtain wall of twice construction, leave a construction joint.This construction joint can affect attractive in appearance, it is also possible to
Cause percolating water, and then destroy concrete heat-insulating curtain wall.
Summary of the invention
It is an object of the invention to the problem and shortage for above-mentioned existence, it is provided that a kind of arrangement and method for construction is good, it is possible to effectively subtract
The impact of few construction joint, improves the lamination transition construction method of the durability of concrete heat-insulating curtain wall.
For reaching above-mentioned purpose, adopted the technical scheme that:
A kind of concrete heat-insulating curtain wall lamination transition construction method, including cast-in-place concrete heat-preservation curtain wall construction technique and rearmounted mixed
Solidifying soil insulation curtain wall construction technology；Described cast-in-place concrete heat-preservation curtain wall construction technique is: installs mould in agent structure and enters
During row pouring construction, synchronize to carry out the construction of cast-in-place concrete heat-preservation curtain wall, first fix cast-in-place concrete heat-preservation curtain wall
Warming plate, and install agent structure mould, with rearmounted concrete heat-insulating curtain wall interface at cast-in-place concrete panel part
Position load EPS sheet so that at the cast-in-place concrete panel at EPS sheet position wouldn't casting concrete, formed overlapping breach.
Described rearmounted concrete heat-insulating curtain wall construction technique is: after agent structure concrete construction completes, builds by laying bricks or stones and fills out
Fill wall, fill and be formed with construction joint, first by the warming plate of rearmounted concrete heat-insulating curtain wall between wall and agent structure concrete
Make with the warming plate of cast-in-place concrete curtain wall that gingival cyst of mucous gland in the newborn stubble is staggered connects stubble, and the warming plate of rearmounted concrete heat-insulating curtain wall presses through and executes
Work seam 50mm ~ 150mm, it is achieved to agent structure concrete and the covering of the junction construction joint filling walling；Secondly, rear
Putting extension reinforced mesh on the warming plate of concrete heat-insulating curtain wall, reinforced mesh presses through construction joint 100mm ~ 300mm；Finally, rear
Put and smear concrete on the warming plate of concrete heat-insulating curtain wall, form the rearmounted concrete slab of rearmounted concrete heat-insulating curtain wall,
Complete the second time of agent structure concrete and the junction construction joint filling walling is covered.
During cast-in-place concrete heat-preservation curtain wall construction, the agent structure concrete corresponding with overlapping breach is embedded with
Connector, the reinforced mesh that the warming plate of rearmounted concrete heat-insulating curtain wall hangs is connected with connector.
Use technique scheme, acquired provide the benefit that:
The whole construction process of the present invention uses twice construction, for the covering of construction joint and to existing in twice work progress
The linking of pouring concrete insulation curtain wall and rearmounted concrete heat-insulating curtain wall is all optimized innovative design so that the construction of the two
Can complement each other, and then the construction joint at interface is dispersed in the one fixed width of interface intersection, so that interface seam
Width is reduced in allowed band, it is ensured that the durability of concrete heat-insulating curtain wall.
The present invention follows to disperse construction joint, ensure that the service life of concrete heat-insulating curtain wall is as mesh in work progress
, the connection between each Rotating fields of Optimizing construction technique, reasonable disposition construction concrete heat-insulating curtain wall simultaneously, it is achieved structure one
Body.
Accompanying drawing explanation
Fig. 1 is the connected structure signal of cast-in-place concrete heat-preservation curtain wall of the prior art and rearmounted concrete heat-insulating curtain wall
Figure.
Fig. 2 is cast-in-place concrete heat-preservation curtain wall and the connected structure schematic diagram of rearmounted concrete heat-insulating curtain wall of the present invention.
Fig. 3 is cast-in-place concrete heat-preservation curtain wall mould constructing structure schematic diagram.
Fig. 4 is the structural representation of cast-in-place concrete heat-preservation curtain wall.
Fig. 5 be in Fig. 4 A to the attachment structure schematic diagram of warming plate.
Sequence number in figure: 1 be agent structure concrete, 2 be fill walling, 3 be the insulation of cast-in-place concrete heat-preservation curtain wall
Plate, 4 for cast-in-place concrete panel, 5 be rearmounted concrete slab, 6 for construction joint, 7 for connector, 8 for overlapping breach, 9 be EPS
Plate, 10 be the warming plate of rearmounted concrete heat-insulating curtain wall, 11 be reinforced mesh, 12 for agent structure mould.
Detailed description of the invention
Below in conjunction with accompanying drawing, the detailed description of the invention of the present invention is elaborated.
See Fig. 2-Fig. 5, one concrete heat-insulating curtain wall lamination transition construction method of the present invention, protect including cast-in-place concrete
Temperature curtain wall construction technique and rearmounted concrete heat-insulating curtain wall construction technique；Described cast-in-place concrete heat-preservation curtain wall construction technique
For: install during mould carries out pouring construction in agent structure, synchronize to carry out the construction of cast-in-place concrete heat-preservation curtain wall, first
The warming plate of fixing cast-in-place concrete heat-preservation curtain wall, and install agent structure mould 12, handing over rearmounted concrete heat-insulating curtain wall
Cast-in-place concrete panel 4 position of interface loads EPS sheet 9 so that wouldn't water at the cast-in-place concrete panel at EPS sheet 9 position
Build concrete, form overlapping breach 8.
Described rearmounted concrete heat-insulating curtain wall construction technique is: after agent structure concrete 1 has been constructed, builds by laying bricks or stones and fills out
Fill wall, fill and be formed with construction joint 6, first by rearmounted concrete heat-insulating curtain wall between walling 2 and agent structure concrete 1
Warming plate 10 and the warming plate 3 of cast-in-place concrete curtain wall make that gingival cyst of mucous gland in the newborn stubble is staggered meets stubble, and the guarantor of rearmounted concrete heat-insulating curtain wall
Temperature plate 10 presses through construction joint 50mm ~ 150mm, it is achieved to agent structure concrete 1 and the junction construction joint 6 of filling walling 2
Covering；Secondly, hanging reinforced mesh 11 on the warming plate 10 of rearmounted concrete heat-insulating curtain wall, reinforced mesh 11 presses through construction joint
100mm ~ 300mm, and make in the reinforced mesh in cast-in-place concrete heat-preservation curtain wall panel and rearmounted concrete heat-insulating curtain wall
Reinforced mesh overlap joint about the 200mm of state；Finally, the warming plate 10 of rearmounted concrete heat-insulating curtain wall smears concrete, shape
Become the rearmounted concrete slab 5 of rearmounted concrete heat-insulating curtain wall, complete agent structure concrete 1 and the friendship of filling walling 2
The second time connecing place's construction joint 6 covers.
In order to ensure cast-in-place concrete heat-preservation curtain wall and the structural stability of rearmounted concrete heat-insulating curtain wall, at cast-in-place coagulation
In soil insulation curtain wall work progress, the agent structure concrete 1 corresponding with overlapping breach 8 is embedded with connector 7, by rearmounted mixed
Reinforced mesh in the reinforced mesh 11 hung on the warming plate of solidifying soil insulation curtain wall and the panel of cast-in-place concrete heat-preservation curtain wall
It is connected with connector 7, and handing-over width is about 200mm.
The ultimate principle of the present invention, principal character and advantages of the present invention have more than been shown and described.The technology of the industry
The personnel simply present invention it should be appreciated that the present invention is not restricted to the described embodiments, described in above-described embodiment and description
Principle, the present invention also has various changes and modifications without departing from the spirit and scope of the present invention, these change and
Improvement both falls within the range of claimed invention.The protection domain of application claims by appending claims and
Equivalent defines.
Claims (2)
1. a concrete heat-insulating curtain wall lamination transition construction method, it is characterised in that: include that cast-in-place concrete heat-preservation curtain wall is executed
Work technique and rearmounted concrete heat-insulating curtain wall construction technique；
Described cast-in-place concrete heat-preservation curtain wall construction technique is: install during mould carries out pouring construction in agent structure,
Synchronize to carry out the construction of cast-in-place concrete heat-preservation curtain wall, first fix the warming plate of cast-in-place concrete heat-preservation curtain wall, and install master
Body structure mold, with rearmounted concrete heat-insulating curtain wall interface at cast-in-place concrete panel position load EPS sheet so that
At the cast-in-place concrete panel at EPS sheet position wouldn't casting concrete, formed overlapping breach；
Described rearmounted concrete heat-insulating curtain wall construction technique is: after agent structure concrete construction completes, build filling wall by laying bricks or stones,
Fill and be formed with construction joint between walling and agent structure concrete, first by the warming plate of rearmounted concrete heat-insulating curtain wall with
The warming plate of cast-in-place concrete curtain wall makes that gingival cyst of mucous gland in the newborn stubble is staggered connects stubble, and the warming plate of rearmounted concrete heat-insulating curtain wall presses through construction
Seam 50mm ~ 150mm, it is achieved to agent structure concrete and the covering of the junction construction joint filling walling；Secondly, rearmounted
Hanging reinforced mesh on the warming plate of concrete heat-insulating curtain wall, reinforced mesh presses through construction joint 100mm ~ 300mm so that cast-in-place coagulation
Reinforced mesh in soil panel connects with the reinforced mesh on rearmounted concrete heat-insulating curtain wall；Finally, protect at rearmounted concrete
Smear concrete on the warming plate of temperature curtain wall, form the rearmounted concrete slab of rearmounted concrete heat-insulating curtain wall, complete main body
The second time of the junction construction joint of structural concrete and filling walling covers.
Concrete heat-insulating curtain wall lamination transition construction method the most according to claim 1, it is characterised in that: at cast-in-place coagulation
In soil insulation curtain wall work progress, the agent structure concrete corresponding with overlapping breach is embedded with connector, rearmounted concrete
Reinforced mesh in the reinforced mesh hung on the warming plate of insulation curtain wall and cast-in-place concrete panel connects with connector.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610708882.6A CN106245833B (en) | 2016-08-24 | 2016-08-24 | Concrete heat-insulating curtain wall lamination transition construction method |
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| CN201610708882.6A CN106245833B (en) | 2016-08-24 | 2016-08-24 | Concrete heat-insulating curtain wall lamination transition construction method |
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| CN106245833A true CN106245833A (en) | 2016-12-21 |
| CN106245833B CN106245833B (en) | 2017-07-11 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060163A (en) * | 2017-05-26 | 2017-08-18 | 南昌大学 | A kind of integrated regenerated aggregate concrete curtain wall of heat preserving heat insulating noise insulation |
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| CN201195893Y (en) * | 2008-04-03 | 2009-02-18 | 上海市第七建筑有限公司 | Construction joint |
| CN102071746A (en) * | 2011-01-20 | 2011-05-25 | 上海市城市建设设计研究院 | T-shaped connecting node for superposed external wall and prefabricated internal wall of shear wall structure |
| WO2012072671A1 (en) * | 2010-11-30 | 2012-06-07 | Maurice O'brien | A composite beam flooring system |
| CN203174780U (en) * | 2013-04-11 | 2013-09-04 | 中建城市建设发展有限公司 | Concrete construction joint reserving structure |
| CN103541443A (en) * | 2013-10-31 | 2014-01-29 | 中国建筑第八工程局有限公司 | Post-cast strip structure and construction method thereof |
| CN204552145U (en) * | 2015-01-16 | 2015-08-12 | 广东建星建筑工程有限公司 | The house that wall body structure is integrated with agent structure after-pouring |
-
2016
- 2016-08-24 CN CN201610708882.6A patent/CN106245833B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201195893Y (en) * | 2008-04-03 | 2009-02-18 | 上海市第七建筑有限公司 | Construction joint |
| WO2012072671A1 (en) * | 2010-11-30 | 2012-06-07 | Maurice O'brien | A composite beam flooring system |
| CN102071746A (en) * | 2011-01-20 | 2011-05-25 | 上海市城市建设设计研究院 | T-shaped connecting node for superposed external wall and prefabricated internal wall of shear wall structure |
| CN203174780U (en) * | 2013-04-11 | 2013-09-04 | 中建城市建设发展有限公司 | Concrete construction joint reserving structure |
| CN103541443A (en) * | 2013-10-31 | 2014-01-29 | 中国建筑第八工程局有限公司 | Post-cast strip structure and construction method thereof |
| CN204552145U (en) * | 2015-01-16 | 2015-08-12 | 广东建星建筑工程有限公司 | The house that wall body structure is integrated with agent structure after-pouring |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060163A (en) * | 2017-05-26 | 2017-08-18 | 南昌大学 | A kind of integrated regenerated aggregate concrete curtain wall of heat preserving heat insulating noise insulation |
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| CN106245833B (en) | 2017-07-11 |
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