CN104264872B - Composite cast-in-situ outer wall and construction method thereof - Google Patents
Composite cast-in-situ outer wall and construction method thereof Download PDFInfo
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- CN104264872B CN104264872B CN201410480014.8A CN201410480014A CN104264872B CN 104264872 B CN104264872 B CN 104264872B CN 201410480014 A CN201410480014 A CN 201410480014A CN 104264872 B CN104264872 B CN 104264872B
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- composite board
- exterior wall
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
Abstract
The invention relates to a composite cast-in-situ outer wall and a construction method thereof. The composite cast-in-situ outer wall comprises a concrete wall; the middle of the concrete wall is provided with a door and window hole; a composite plate is arranged below the door and window hole; the composite plate is embedded into the concrete wall and fixedly connected with the concrete wall. According to the composite cast-in-situ outer wall and the construction method thereof, the concrete pouring can be performed along with a connected wall body and accordingly the one-time integral pouring is achieved, meanwhile the flatness of the wall surface is ensured, and the construction efficiency and the construction quality are improved.
Description
Technical field
The present invention relates to technical field of buildings, more particularly, it relates to a kind of construction wall that can be used in skin
Compound cast-in-place exterior wall and its construction method that body is built.
Background technology
In traditional building construction process, for the construction body of wall in skin is typically filled out using building block
Fill, after perimeter body structure completes construction, in reserved opening position building block is built by laying bricks or stones, Block type for example makes depending on design
With air-entrained concrete building block etc..This mode for building exterior wall need to be carried out after the completion of agent structure is poured it is secondary build by laying bricks or stones, apply
Work inefficiency.Meanwhile, the surface of wall flatness after the completion of building by laying bricks or stones is not high, can carry out after Puttying etc. after need to being plastered
Continuous operation, have impact on construction speed.
The content of the invention
It is an object of the present invention to the efficiency of construction being directed to during prior art China and foreign countries wall construction is low, construction is affected
The problem of progress, there is provided one kind is combined cast-in-place exterior wall and its construction method, to overcome efficiency of construction of the prior art low
Problem.
One aspect of the present invention provides a kind of compound cast-in-place exterior wall, including concrete walls, and the concrete walls middle part is opened
There is door-window opening, door-window opening lower section is provided with composite board, and composite board is embedded in the concrete walls, with the concrete
Wall is fixedly connected；
Also including the coating of the seam crossing being arranged between adjacent sub- composite board, the coating is included from seam crossing
The first non-shrink mortar layer, grid cloth and the second non-shrink mortar layer for outwards stacking gradually.
The compound cast-in-place exterior wall of the present invention, composite board is that expansion polyphenyl plate composite concrete board or expansion polyphenyl plate are compound
Calcium silicate board.
The compound cast-in-place exterior wall of the present invention, composite board is the width and door-window opening width of rectangular plate and composite board
It is equal.
The compound cast-in-place exterior wall of the present invention, composite board is concave shape sheet material, and concave shape sheet material encloses and sets the door-window opening.
The compound cast-in-place exterior wall of the present invention, concave shape sheet material includes 3 blocks of sub- composite boards of rectangle for closely splicing.
The compound cast-in-place exterior wall of the present invention, also including wall connecting piece, one end and the concrete walls of wall connecting piece are fixed
Connection, the other end is fixedly connected with composite board.
The compound cast-in-place exterior wall of the present invention, also including the coating for being arranged on composite board and concrete walls seam crossing, institute
State the first non-shrink mortar layer, grid cloth and the second non-shrink mortar layer that coating includes outwards being stacked gradually from seam crossing.
The compound cast-in-place exterior wall of the present invention, is provided with the distributing bar of colligation in the concrete walls.
The present invention also provides a kind of compound cast-in-place exterior wall construction method, comprises the following steps：
S1, composite board is arranged in hollow template, composite board is close to a side of template, and with template
Relative side is separately；Two sides correspondence of the template offers through hole；
S2, insert wall connecting piece on the side of template on the composite board；
S3, inside hollow template, colligation distributing bar；
S4, by inside concreting to template；
Film coating is applied at S5, abutment joint, coating includes the first non-shrink mortar outwards stacked gradually from seam crossing
Layer, grid cloth and the second non-shrink mortar layer.
The compound cast-in-place exterior wall construction method of the present invention, the composite board in S1 for expansion polyphenyl plate composite concrete board or
Expansion polyphenyl plate composite calcium silicate plate.
The compound cast-in-place exterior wall construction method of the present invention, the composite board in S1 is the width of rectangular plate and composite board
It is equal with door-window opening width.
The compound cast-in-place exterior wall construction method of the present invention, the composite board in S1 is concave shape sheet material, and concave shape sheet material encloses
If the door-window opening.
The compound cast-in-place exterior wall construction method of the present invention, concave shape sheet material includes 3 pieces of sub- composite plates of rectangle closely spliced
Material.
The compound cast-in-place exterior wall construction method of the present invention, S5 is additionally included in the setting of composite board and concrete walls seam crossing
Coating, the coating includes the first non-shrink mortar layer, the grid cloth and second that outwards stack gradually from seam crossing without receipts
Contracting screed.
The compound cast-in-place exterior wall of the present invention, S5 is additionally included in the setting of the seam crossing between adjacent sub- composite board and covers
Layer, the coating includes the first non-shrink mortar layer, grid cloth and the second ungauged regions sand outwards stacked gradually from seam crossing
Pulp layer.
The compound cast-in-place exterior wall and its construction method for implementing the present invention has following beneficial effect：Employ expansion polyphenyl
Plate composite concrete board or calcium silicate board to construct exterior wall with concrete walls, concrete can be carried out together with the body of wall being connected and be poured
Build, it is achieved thereby that disposable one-piece casting, while ensure that the flatness of metope, improves efficiency of construction and construction quality.
Description of the drawings
Below in conjunction with accompanying drawing, the present invention will be described, wherein：
Fig. 1 is the compound cast-in-place exterior wall front view of first embodiment of the invention；
Fig. 2 be Fig. 1 embodiments in along A-A to profile；
Fig. 3 is the structural representation of composite board and concrete walls seam crossing in first embodiment of the invention；
Fig. 4 is the enlarged diagram of Fig. 3 encircleds；
Fig. 5 is the compound cast-in-place exterior wall front view of second embodiment of the invention；
Fig. 6 is the structural representation of composite board in Fig. 5 embodiments；
Fig. 7 is the structural representation of adjacent sub- composite board seam crossing in second embodiment of the invention；
Fig. 8 is the enlarged diagram of Fig. 7 encircleds；
Fig. 9 is the flow chart that the present invention is combined cast-in-place exterior wall construction method.
Specific embodiment
The present invention needs to be filled using building block for existing exterior wall so that the exterior wall for completing is needed in agent structure
Carry out after the completion of pouring it is secondary build by laying bricks or stones, efficiency of construction is low；Meanwhile, the surface of wall flatness after the completion of building by laying bricks or stones is not high, need to enter
Row can carry out the subsequent handlings such as Puttying after plastering, and have impact on the problem of construction speed, there is provided one kind is combined cast-in-place exterior wall, lead to
Expansion polyphenyl plate composite concrete board or calcium silicate board are crossed, concreting is carried out together with the body of wall being connected, it is achieved thereby that one
Secondary property one-piece casting, while ensure that the flatness of metope, improves efficiency of construction and construction quality.
In order to be illustrated more clearly that technical scheme and its corresponding effect, below in conjunction with such as figure and concrete reality
The present invention is described in detail to apply mode.
It is illustrated in figure 1 the elevation of the compound cast-in-place exterior wall of first embodiment of the invention.It is near outdoor side
Concrete walls 2, the middle part of concrete walls 2 is provided with door-window opening 3, and door-window opening 3 installs window for the later stage on body of wall, in door
The underface of window hole 3 is composite board 1.It should be noted that in FIG in order to appear clearly from composite board 1, concrete
Position relationship between wall 2 and door-window opening 3, omits the concrete membrane in the outside of composite board 1, and actual from outside, viewing should
When body of wall, composite board 1 will not be seen, will only see the door and window hole of the concrete walls 2 in " going back to " shape and centre
Mouth 3, that is to say, that composite board 1 is completely embedded into or is partly embedded in concrete walls 1.In the present embodiment, composite plate
Material 1 can select the sheet material being made up of expansion polyphenyl plate composite concrete board, or be by expansion polyphenyl plate composite calcium silicate plate
The sheet material of composition, both compound sheet materials can provide enough intensity, indeformable during installation and use, be easy to
Expansion polyphenyl plate forms composite board, is easily installed, can carry out wet construction.In the present embodiment, composite board 1 is selected
The structure of expansion polyphenyl plate composite concrete board.
For the clearer compound cast-in-place exterior wall for illustrating how to construct Fig. 1 embodiments, Fig. 1 is implemented in conjunction with Fig. 2
Example is illustrated.Fig. 2 is in Fig. 1 embodiments, along the sectional view in A-A directions.From figure 2 it can be seen that outside-in according to
It is secondary for concrete walls 2, expansion polyphenyl plate 11 and cement plate 12.Expansion polyphenyl plate 11 and cement plate 12 are combined in advance an entirety
Composite board 1.The step of construction, is as follows：First expansion polyphenyl plate composite concrete board is abutted into model sheetinstallat, the shape of template
It is consistent with the shape of concrete walls 1.Then it is inserted into wall connecting piece 4 in expansion polyphenyl plate 11.Hereafter colligation is mixed in template
The distributing bar of solidifying cob wall, these reinforcing bars are to ensure that the concrete walls 1 of subsequent members have enough intensity.Finally in mould
Casting concrete in plate, after concrete is dried, together with expansion polyphenyl plate composite concrete board is tightly coupled with concrete walls.
Preferably, in composite board 1 and the seam crossing of concrete walls 2, one layer of coating 5 as shown in Figure 3 is also coated with,
Coating 5 is used to ensure the fluid-tight engagement between composite board 1 and concrete walls 2, it is to avoid the problems such as seepage occur.In this enforcement
In example, coating 5 is three-decker, concrete as shown in Figure 4.Fig. 4 is the enlarged diagram of encircled in Fig. 3.Coating 5 leads to
Cross following technique to realize：Seam crossing first in composite board 1 and concrete walls 2 smears one layer of non-shrink mortar, forms the
One non-shrink mortar layer 51, then hangs last layer grid cloth 52 on the non-shrink mortar, and last layer ungauged regions sand is finally smeared again
Slurry, forms the second non-shrink mortar layer 53.
This utility model also provides the embodiment for being first combined cast-in-place exterior wall in addition, and its elevation is as shown in Figure 5.In this reality
With in new second embodiment, near outdoor side is equally concrete walls 2, and composite board 1 is then near interior side,
The middle part of concrete walls 2 is provided with door-window opening 3.In upper one embodiment, composite board 1 is located at the underface of door-window opening 3,
And in the present embodiment, composite board 1 is in " recessed " shape structure, door-window opening 3 is located in the notch position of " recessed " shape structure.Together
Sample, in Figure 5, in order to appear clearly from the position relationship between composite board 1, concrete walls 2 and door-window opening 3, omits
The concrete membrane in the outside of composite board 1, when reality watches the body of wall from outside, will not see composite board 1, only
Can be appreciated that the door-window opening 3 of the concrete walls 2 in " returning " shape and centre.
In upper one embodiment, composite board 1 completes hard plate for a monoblock, be shaped as rectangle also, width with
Door-window opening width is equal.And in the present embodiment, be then made up of 3 pieces of little hard plates being vertically close to side by side.Such as Fig. 6 institutes
Show.3 pieces of sub- composite boards (101,102,103) are spliced into " recessed " shape structure, and such connecting method can be good at fitting
Close the door and window hole of various sizes.
And when adopting the embodiment, except needing to take as shown in Figure 3 between composite board 1 and concrete walls 1
Mode carries out smearing outside junction, and the seam between each sub- composite board needs also exist for smearing coating.As shown in fig. 7,
In the seam crossing of two pieces of sub- composite boards (102,103), in order to ensure that seam does not affect the water resistance of overall exterior wall, it is ensured that phase
Adjacent sub- composite board fluid-tight engagement, in seam crossing upper caldding layer 5 is smeared.In the present embodiment, coating 5 is three-decker,
It is concrete as shown in Figure 8.Fig. 8 is the enlarged diagram of encircled in Fig. 7.Coating 5 is realized by following technique：Exist first
The seam crossing of the seam crossing of two pieces of sub- composite boards (102,103) smears one layer of non-shrink mortar, forms the first non-shrink mortar
Layer 51, then hangs last layer grid cloth 52 on the non-shrink mortar, and last layer non-shrink mortar is finally smeared again, forms the second nothing
Shrink screed 53.By with upper one embodiment in coating technics comparing, each seam crossing in the present invention
Covering layer process be identical, workmen can first apply last layer ungauged regions when practical operation to all of seam
Mortar, then corresponds to and grid cloth is hung up on mortar, and another layer of non-shrink mortar is finally coated on all of grid cloth again.
The shape for differing only in composite board and door-window opening of above-mentioned two the provided embodiments of the present invention is not
Together, as long as those skilled in the art is it should be appreciated that the mode of component exterior wall is disposably to pour mixed using composite board
The mode of soil is coagulated come if realizing, all within protection scope of the present invention.
Corresponding to above-mentioned two embodiments, the flow process of the constructed exterior wall of the present invention is as shown in Figure 9.First in step S1, will
Composite board abuts hollow model sheetinstallat, and template has two relative " going back to " shape sides, i.e. side is provided with a through hole, multiple
Plywood material is located at the lower section of through hole.When composite board is arranged on template, install against a side of template, and and another
Side separately, so when follow-up placing concrete, ensure that near outdoor side formed one it is complete
Concrete surface.Preferably, composite board is from the sheet material being made up of expansion polyphenyl plate composite concrete board, or it is poly- by expansion
The sheet material that benzene plate composite calcium silicate plate is constituted.
After composite board and template is installed according to above-mentioned step, execution step S2 is close on composite board
Wall connecting piece is inserted on the side of template, wall connecting piece part is hammered in composite board, and other part is exposed at template
In inner space.
Hereafter step S3 is carried out, inside hollow template, colligation distributing bar, these reinforcing bars can pour mixed below
The structure of armored concrete is formed after solidifying soil together with concrete, strengthens the intensity of body of wall.
After above-mentioned step is completed, it is possible in step s 4, by deployed concreting to template
Portion so that concrete is fully filled with the inner space of template, then waits concrete to be dried and is frozen into body of wall.
After concrete setting, can link into an integrated entity with composite board, and wall connecting piece then further enhances two
Attachment force between person, it is ensured that composite board will not come off from concrete walls.Now template is removed, execution step S5.
In S5, all of seam is smeared, form coating.Seam crossing for example between composite board and concrete, structure
Into seam crossing of each sub- composite board between complete composite board etc..The coating is by applying one layer of ungauged regions sand first
Slurry, then hangs last layer grid cloth, and one layer of non-shrink mortar is finally repasted on grid cloth to realize.
After the step of completing the above, wall body structure is just poured and completed, because the profile pattern in body of wall can be by
Template is controlling, it is not necessary to carry out flattening process again, it is not required that carry out piling up metope using masonry, construction is greatly reduced
Workload so that the efficiency of construction is improved.
Implement the compound cast-in-place exterior wall and its construction method of the present invention, employ expansion polyphenyl plate composite concrete board or silicic acid
Calcium plate to construct exterior wall with concrete walls, concreting can be carried out together with the body of wall being connected, it is achieved thereby that disposably
One-piece casting, while ensure that the flatness of metope, improves efficiency of construction and construction quality.
These are only the specific embodiment of the invention, it is impossible to the scope of the present invention is limited with this, in the art
The impartial change that those skilled in the art are made according to this creation, and change known to those skilled in that art, all should still belong to
The scope that the present invention covers.
Claims (9)
1. a kind of to be combined cast-in-place exterior wall, it is characterised in that including concrete walls (2), concrete walls (2) middle part is provided with door and window
Hole (3), door-window opening (3) lower section is provided with composite board (1), and the composite board (1) is embedded in the concrete walls
(2) in, it is fixedly connected with the concrete walls (2)；
Also include being arranged on the coating (5) of the composite board (1) and concrete walls (2) seam crossing, coating (5) bag
Include the first non-shrink mortar layer (51), grid cloth (52) and the second non-shrink mortar layer outwards stacked gradually from seam crossing
(53)。
2. it is according to claim 1 to be combined cast-in-place exterior wall, it is characterised in that the composite board (1) is expansion polyphenyl plate
Composite concrete board or expansion polyphenyl plate composite calcium silicate plate.
3. it is according to claim 1 and 2 to be combined cast-in-place exterior wall, it is characterised in that the composite board (1) is rectangular plate
And the width of the composite board (1) is equal with the door-window opening (3) width.
4. it is according to claim 1 and 2 to be combined cast-in-place exterior wall, it is characterised in that the composite board (1) is concave shape plate
Material, the concave shape sheet material encloses the both sides and lower section for setting the door-window opening (3).
5. it is according to claim 4 to be combined cast-in-place exterior wall, it is characterised in that the concave shape sheet material includes that 3 pieces are closely spelled
The sub- composite board of rectangle (101,102,103) for connecing.
6. it is according to claim 5 to be combined cast-in-place exterior wall, it is characterised in that also including being arranged on adjacent sub- composite board
The coating (5) of the seam crossing between (101,102,103), the coating (5) includes what is outwards stacked gradually from seam crossing
First non-shrink mortar layer (51), grid cloth (52) and the second non-shrink mortar layer (53).
7. it is according to claim 1 and 2 to be combined cast-in-place exterior wall, it is characterised in that described also including wall connecting piece (4)
One end of wall connecting piece (4) is fixedly connected with concrete walls (2), wall connecting piece (4) other end and the composite plate
Material (1) is fixedly connected.
8. it is according to claim 1 to be combined cast-in-place exterior wall, it is characterised in that to be provided with colligation in the concrete walls (2)
Distributing bar.
9. it is a kind of to be combined cast-in-place exterior wall construction method, it is characterised in that to comprise the following steps：
S1, by composite board be arranged on hollow template in, composite board is close to a side of template, and relative with template
Side separately；Two sides correspondence of the template offers through hole；
S2, insert wall connecting piece on the side of template on the composite board；
S3, inside hollow template, colligation distributing bar；
S4, by inside concreting to template；
Film coating is applied at S5, abutment joint, coating includes the first non-shrink mortar layer, the net outwards stacked gradually from seam crossing
Ge Bu and the second non-shrink mortar layer.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410480014.8A CN104264872B (en) | 2014-09-18 | 2014-09-18 | Composite cast-in-situ outer wall and construction method thereof |
| US14/849,590 US20160083954A1 (en) | 2014-09-18 | 2015-09-10 | Composite cast-in-situ outer wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410480014.8A CN104264872B (en) | 2014-09-18 | 2014-09-18 | Composite cast-in-situ outer wall and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104264872A CN104264872A (en) | 2015-01-07 |
| CN104264872B true CN104264872B (en) | 2017-04-12 |
Family
ID=52156435
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410480014.8A Active CN104264872B (en) | 2014-09-18 | 2014-09-18 | Composite cast-in-situ outer wall and construction method thereof |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US20160083954A1 (en) |
| CN (1) | CN104264872B (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049717B (en) * | 2016-06-06 | 2019-06-07 | 河北建筑工程学院 | The cast-in-place Integral Steel frame wall filled with masonry system and its construction method of spring connection |
| CN106436961A (en) * | 2016-08-30 | 2017-02-22 | 李予新 | Integrally decorated abnormity prefabricated core sandwich concrete panel |
| CN107605058B (en) * | 2017-10-26 | 2024-06-11 | 孙洪明 | Composite outer formwork, cast-in-place concrete system and building |
| CN109083311A (en) * | 2018-09-30 | 2018-12-25 | 秦恒建设发展有限公司 | Cast-in-place concrete exterior wall heat-preserving composite shuttering and its application method |
| CN109869020B (en) * | 2019-04-02 | 2023-10-31 | 中交铁道设计研究总院有限公司 | Corrugated pane outer wall structure of cast-in-situ prestressed bare concrete overhead station and overhead station |
| US11118342B1 (en) * | 2019-09-20 | 2021-09-14 | Ajn Investment & Development 2008 Ltd | Wall panel system and method of use |
| CN114352017B (en) * | 2022-02-17 | 2024-02-09 | 合肥建工集团有限公司 | Full cast-in-situ exterior wall construction method |
| CN114908970B (en) * | 2022-06-15 | 2024-03-26 | 中交一公局第六工程有限公司 | Construction technology of ultra-high super-thick tank wall of sewage treatment plant |
| CN115075494A (en) * | 2022-07-22 | 2022-09-20 | 北京大古建筑技术发展有限公司 | Wall terrazzo integrated pouring construction method |
| CN115405001B (en) * | 2022-09-13 | 2023-08-29 | 中国一冶集团有限公司 | Construction method of concrete outer wall heat insulation layer and concrete outer wall body |
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| CN1603537A (en) * | 2004-11-05 | 2005-04-06 | 朱秦江 | Composite heat insulation concrete shear wall structure system and its construction method |
| CN2929033Y (en) * | 2006-07-06 | 2007-08-01 | 上海永成建筑创艺有限公司 | External wall heat insulation structure of building water-proof and anti-cracks |
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| CN204098287U (en) * | 2014-09-18 | 2015-01-14 | 东莞市万科建筑技术研究有限公司 | The cast-in-place exterior wall of compound |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2633013A (en) * | 1948-06-12 | 1953-03-31 | Patrick J Callan | Concrete wall with a simulated face |
| US4191001A (en) * | 1978-06-01 | 1980-03-04 | Lheureux Gerard | Process for reinsulating concrete block homes |
| US8631628B1 (en) * | 2011-02-25 | 2014-01-21 | Clearview Composite Wall System, LLC | Tilt-up concrete spandrel assemblies and methods |
| AU2011360697B2 (en) * | 2011-03-02 | 2016-07-07 | Vst Building Technologies Ag | Method for the continuous production of composite formwork panel elements |
| JP6280746B2 (en) * | 2011-03-18 | 2018-02-14 | ニール，ピーター・メルビン | COMPOSITE WALL PANEL, WALL SYSTEM AND ITS COMPONENTS, AND ITS CONSTRUCTION METHOD |
| US8877329B2 (en) * | 2012-09-25 | 2014-11-04 | Romeo Ilarian Ciuperca | High performance, highly energy efficient precast composite insulated concrete panels |
-
2014
- 2014-09-18 CN CN201410480014.8A patent/CN104264872B/en active Active
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2015
- 2015-09-10 US US14/849,590 patent/US20160083954A1/en not_active Abandoned
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1603537A (en) * | 2004-11-05 | 2005-04-06 | 朱秦江 | Composite heat insulation concrete shear wall structure system and its construction method |
| CN2929033Y (en) * | 2006-07-06 | 2007-08-01 | 上海永成建筑创艺有限公司 | External wall heat insulation structure of building water-proof and anti-cracks |
| CN101109212A (en) * | 2006-07-20 | 2008-01-23 | 夏良强 | Method for manufacturing rigid foam polyurethane heat preserving system |
| CN204098287U (en) * | 2014-09-18 | 2015-01-14 | 东莞市万科建筑技术研究有限公司 | The cast-in-place exterior wall of compound |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104264872A (en) | 2015-01-07 |
| US20160083954A1 (en) | 2016-03-24 |
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