CN109487953A - The prefabricated and assembly type external wall heat plate of one kind and its anti-settling technique - Google Patents
The prefabricated and assembly type external wall heat plate of one kind and its anti-settling technique Download PDFInfo
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- CN109487953A CN109487953A CN201811142128.6A CN201811142128A CN109487953A CN 109487953 A CN109487953 A CN 109487953A CN 201811142128 A CN201811142128 A CN 201811142128A CN 109487953 A CN109487953 A CN 109487953A
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- settling
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- prefabricated
- steel
- skin panel
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Classifications
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- 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
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/296—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material
-
- 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
-
- 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
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to a kind of prefabricated and assembly type external wall heat plates, Side fascia includes prefabricated board and assembled plate, prefabricated board refers to steel framework in process of production, skin panel, cold bridge isolating pad, thermal insulation material is therewith at being integral, assembled plate refers to that exterior wall horizontal skeleton and the vertical skeleton of exterior wall connect between main structure and be assembled into latticed steel skeleton during construction and installation, then in installation cold bridge isolating pad, skin panel and thermal insulation material, in the horizontal bottom of the Side fascia of described two forms, it is lined with anti-settling rest, the design of anti-settling rest can be very good to be supported skin panel.
Description
Technical field
The present invention relates to the protection field of external wall, in particular to a kind of prefabricated and assembly type external wall heat plate and its anti-settlings
Technique.
Background technique
In building field, exterior wall is very important component part, by skin panel, cold bridge isolating pad, steel skeleton and
Connector flexible connection, after mounting plate itself is installed, skin panel can also generate the heavy of 0.1-0.8mm or so with steel skeleton
Demotion is moved.After multilayer mounting plate forms exterior wall, the panel covering anti-settling rest if do not set prefabricated outer wall panel itself, plate stitch is complete
Property processing after, skin panel and decorative layer thereon become an entirety, and weight load can add up downward (ground direction) transmitting,
Increase finish coat, skin panel, between steel skeleton connector shearing force, since skin panel is self-possessed, there are also in skin panel
Decorative encasing layer weight is carried out outside, high wall；It will be because of covering weight in subaerial position connector
Measuring cumulative born shearing force will be bigger, or even in higher-height situation, can directly because shearing force is excessive and
Lead to connector failure by shear.In the case that building height is not high, though as connector shearing force is exceeded does not directly result in
It is damaged that board member is installed, but can also greatly reduce the safe handling grade constructed under seismic force effects；Connector shearing force mistake
Greatly, steel skeleton connecting hole deformation wear is also resulted in, so that further adding up expands stressed-skin construction sedimentation deformation amount, patent Shen
Please a kind of number 201720639212.3 anti-settling retaining wall structures, mainly by the way that barricade and floor is arranged in basic side,
Make to form cavity on the outside of the outer wall column of main building, will be spaced from each other between soil and basis, to keep out the heavy of soil layer compressional deformation generation
Drop improves the stability of the outer wall column of main building, and this mode is not secured enough using rear structure for a long time, is not well positioned to meet people
Demand, the present invention proposes a kind of new solution in view of the above problems.
Summary of the invention
To be solved by this invention is plate type assembled formula Side fascia skin panel and finish coat due to connection hole and connection
Part gap or under often reciprocal wind action, skin panel and steel framework or steel skeleton generate relative displacement, cause outer
The skin panel and decorative layer of wall generate cracking phenomena, influence the airtight and watertightness of exterior wall, and influence the beauty of building.
The prefabricated and assembly type external wall heat plate of one kind and its anti-settling technique are provided in view of the above problems.
First technical solution that the present invention solves above-mentioned technical problem is as follows: a kind of prefabricated and assembly type external wall heat plate, packet
Side fascia is included, Side fascia includes skin panel, prefabricated board and assembled plate, and prefabricated board includes steel framework, and assembled plate includes steel skeleton, institute
It states skin panel to connect with steel framework and steel skeleton respectively by connector, the steel framework and steel skeleton bottom are respectively connected with anti-settling
Rest.
The design of anti-settling rest can well be supported skin panel.
Based on the above technical solution, the present invention can also be improved as follows.
In any of the above-described scheme preferably, the intersection of the skin panel of the prefabricated board and steel framework using cold bridge every
Cold-prevention bridge isolation processing is carried out from pad.
In any of the above-described scheme preferably, the skin panel of the assembly plate and the intersection of steel skeleton use cold bridge
Isolating pad carries out cold-prevention bridge isolation processing
In any of the above-described scheme preferably, thermal insulation material, steel skeleton and illiteracy are coated with inside the steel framework and skin panel
Thermal insulation material is filled with inside skin panel.
In any of the above-described scheme preferably, the thermal insulation material is rock wool.
In any of the above-described scheme preferably, the steel skeleton includes that multiple exterior wall horizontal skeletons and multiple exterior walls are vertical
Skeleton, each exterior wall horizontal skeleton are mounted between two vertical skeletons of exterior wall.
In any of the above-described scheme preferably, the exterior wall horizontal skeleton welds together with the vertical skeleton of exterior wall.
The second aspect of the invention is related to a kind of prefabricated and assembly type external wall heat plate anti-settling technique, wherein Side fascia with
Skin panel is connected, comprising the following steps:
A, the steel framework of prefabricated board and the lateral steel skeleton of on-site assembly assembly plate and longitudinal steel skeleton are made；
B, cold bridge isolating pad is installed on the steel skeleton of the steel framework for the prefabricated board made and assembled plate, and covering face is installed
Plate；
C, on the downside of skin panel horizontal direction install anti-settling rest, anti-settling rest respectively with the steel framework of prefabricated board and assembly
The steel skeleton of plate is connected.
In any of the above-described scheme preferably, in the step C there are two types of the mounting means of anti-settling rest.
In any of the above-described scheme preferably, the mounting means of the anti-settling rest in the step C is point type installation
Method uses point type anti-settling rest, anti-settling rest spacing quantity encrypts due to skin panel area, weight, necessary
When need calculating and setting.
In any of the above-described scheme preferably, the mounting means of the anti-settling rest in the step C is wire type installation
Method uses wire type anti-settling rest, wire type installation method can be with the large volume of skin panel of load-bearing and steel framework or reinforcing bar
Frame.
In any of the above-described scheme preferably, the anti-settling rest in the step C is steel plate.
In any of the above-described scheme preferably, the anti-settling rest in the step C is fashioned iron.
In any of the above-described scheme preferably, the anti-settling rest is by way of welding or riveting connection and steel framework
Or steel skeleton is connected.
In any of the above-described scheme preferably, the anti-settling rest is bolted on steel framework or steel skeleton
On.
In any of the above-described scheme preferably, there are two types of mounting means, Yi Zhongwei for the anti-settling rest in the step C
Point type anti-settling rest, another kind are wire type anti-settling rest.
It is preferably in any of the above-described scheme, the selection point type anti-settling rest, the spacing between anti-settling rest
For 300-1200mm.
The beneficial effects of the present invention are: mainly by anti-settling rest to the illiteracy on prefabricated board and assembled plate in the present invention
Skin panel is supported, enhance skin panel anti-settling effect, avoid after finishing decoration of exterior wall surface layer, skin panel and
Due to the gap between connector between steel skeleton, can produce corresponding displacement, and generate whole exterior wall covering and steel skeleton it
Between generate cumulative sedimentation, the program will generate cumulative settlement Control in one piece of mounting plate between exterior wall covering and steel skeleton, from
And it can effectively control the cumulative displacement sedimentation of whole exterior wall.
Detailed description of the invention
Fig. 1 is the structural representation of prefabricated board according to the invention prefabricated and assembly type external wall heat plate a preferred embodiment
Figure；
Fig. 2 is the structural schematic diagram of assembled plate according to the invention prefabricated and assembly type external wall heat plate a preferred embodiment；
In attached drawing, parts list represented by the reference numerals are as follows:
1, skin panel, 2, prefabricated board, 3, assembled plate, 4, steel framework, 5, steel skeleton, 6, anti-settling rest, 7, cold bridge isolating pad, 8,
Thermal insulation material, 9, exterior wall horizontal skeleton, 10, the vertical skeleton of exterior wall.
Specific embodiment
The principle and features of the present invention will be described below with reference to the accompanying drawings, and the given examples are served only to explain the present invention, and
It is non-to be used to limit the scope of the invention.
Embodiment 1: as shown in Figure 1 to Figure 2, a kind of prefabricated and assembly type external wall heat plate is provided in embodiment 1, including outer
Wallboard, Side fascia include that skin panel 1, prefabricated board 2 and assembled plate 3, prefabricated board 2 include steel framework 4, and assembled plate includes steel skeleton 5,
Steel framework 4 and steel skeleton 5 are connected with skin panel 1 respectively, the skin panel 1 by connector respectively with prefabricated board 2 and assembly
Plate 3 connects, and the steel framework 4 and 5 bottom of steel skeleton are respectively connected with anti-settling rest 6.The design of anti-settling rest 6 can be well
Skin panel 1 is supported, can be very good reply skin panel 1 and decorative layer thereon since weight load can add up
Downwards the case where transmitting, the safe handling grade of building is improved.
As shown in the figures 1 and 2, the anti-cold performance of Side fascia in order to better improve, in further specific embodiment, institute
The intersection for stating prefabricated board 2 and skin panel 1 carries out cold-prevention bridge isolation processing, 3 two sides of the assembly plate using cold bridge isolating pad 7
Cold-prevention bridge isolation processing is carried out using cold bridge isolating pad 7 with the intersection of skin panel 1, it can be very by cold bridge isolating pad 7
The good transmitting for preventing heat influences the stability of building temperature, and can also prevent from building under seismic force effects well
Build the damage of beyond the region of objective existence wall system.
As shown in the figures 1 and 2, in further specific embodiment, guarantor is coated with inside the steel framework 4 and skin panel 1
Adiabator, is filled with thermal insulation material inside steel skeleton 5 and skin panel 1, and the thermal insulation material 5 is rock wool (or other heat preservations
Material), heat insulation effect or the reducing energy consumption of exterior wall are further improved, so that user is more comfortable in use,
Constructure inner structure can also be protected while heat preservation, can be used as fire-blocking belt, with combustibility up to not
It is matched to A grades of thermal insulation materials, to improve the fire-fighting fire-proof function of exterior walls of buildings.
As shown in Fig. 2, in order to better use steel skeleton 5 and be assembled to it, in further specific embodiment party
In formula, the steel skeleton 5 includes multiple exterior wall horizontal skeletons 9 and the vertical skeleton 10 of multiple exterior walls, each exterior wall horizontal skeleton 9
It is mounted between the vertical skeleton 10 of two exterior walls, the design of multiple exterior wall horizontal skeletons 9 and the vertical skeleton 10 of multiple exterior walls can
With flexibly to different shape and assembled plate 3 of different specifications and sizes is assembled into, facilitate very much staff use and
Installation, further improves the packaging efficiency for Side fascia.
As shown in Fig. 2, the exterior wall horizontal skeleton 9 is welded with the vertical skeleton 10 of exterior wall in further embodiment
Together, so that exterior wall horizontal skeleton 9 connect stronger with the vertical skeleton 10 of exterior wall, the mode of welding is relatively simple, convenient
The operation of staff, it is stronger compared to the mode for playing bolt and riveting.
As shown in Figs. 1-2, there are two types of Side fascia of the present invention includes, one kind is prefabricated board 2, and prefabricated board 2 is to pass through
Factory directly processes and obtains, and the prefabricated board 2 made is transported to construction site and is directly assembled, using connector by covering face
Plate 1 is connected with steel framework 4, and the intersection of the steel framework 4 and skin panel 1 using cold bridge isolating pad 7 carry out cold-prevention bridge every
From processing, in addition, being coated with thermal insulation material inside the steel framework 4 and skin panel 1；Another kind is assembled plate 3, assembled plate 3
It is that direct-assembling forms at the construction field (site) with the vertical skeleton 10 of exterior wall by exterior wall horizontal skeleton 9, then will be covered using connector
Skin panel 1 is connected with steel skeleton 5, and is carried out in the steel skeleton 5 and the intersection of skin panel 1 using cold bridge isolating pad 7
Cold-prevention bridge isolation processing, in addition, being filled with thermal insulation material inside steel skeleton 5 and skin panel 1.
Embodiment 2: as shown in the figures 1 and 2, in order to further improve the anti-of prefabricated board 2 and assembled plate 3 and skin panel 1
Effect of settling provides a kind of prefabricated and assembly type external wall heat plate anti-settling technique, wherein wherein Side fascia and skin panel (1) phase
Even, comprising the following steps:
A, the steel framework 4 of prefabricated board 2 and the exterior wall horizontal skeleton 9 and exterior wall longitudinal framework 10 of assembled plate 3 are made；
B, cold bridge isolating pad 7 is installed on the steel skeleton 5 of the steel framework 4 for the prefabricated board 2 made and assembled plate 3, and illiteracy is installed
Skin panel 1；
C, on the downside of 1 horizontal direction of skin panel install anti-settling rest 6, anti-settling rest 6 respectively with the steel framework of prefabricated board 2 and
The steel skeleton of assembled plate 3 is connected.
In further specific embodiment, anti-settling rest 6 in the step C there are two types of installation method, so as to
Different installation methods is selected with the Side fascia for different volumes or different weight, improves the practical of anti-settling rest
Property.
In further specific embodiment, the mounting means of the anti-settling rest 6 in the step C is point type installation
Method uses point type anti-settling rest 6, using point installation method, point type anti-settling rest 6 is primarily directed to lighter in weight
The decorative layer on 1 surface of skin panel and skin panel is supported, in support, mainly by the anti-settling of multiple small volumes
Descending branch support 6 is mounted on skin panel bottom, to be supported to the decorative layer on 1 surface of skin panel 1 and skin panel, point
The installation of formula anti-settling rest 6 is more flexible, and staff can select the installation of point type anti-settling rest 6 according to the actual situation
Position, 6 spacing quantity of point type anti-settling rest encrypt due to 1 area of skin panel, weight, and calculating is needed to set when necessary
It sets.
In further specific embodiment, the mounting means of the anti-settling rest 6 in the step C is wire type installation
Method uses wire type anti-settling rest 6, wire type anti-settling rest can be large volume of with load-bearing relative to point type anti-settling rest
The decorative layer on 1 surface of skin panel 1 and skin panel.
In further specific embodiment, the anti-settling rest 6 in the step C is steel plate or fashioned iron, so that anti-
It is stronger to settle 6 structure of rest, is easy to use, steel plate or fashioned iron material are more firm, are unlikely to deform, in use
It can be very good to be supported skin panel 1, prevent it from settling downwards.
In further specific embodiment, the anti-settling rest 6 welding or riveting by way of and steel
Frame 4 or steel skeleton 5 are connected, and the mode of welding can firmly link together anti-settling rest 6 and steel skeleton 5 very much,
Improve the stability of anti-settling rest 6.
In further specific embodiment, the anti-settling rest 6 is bolted on steel framework 4 or steel skeleton 5
On, the stability of anti-settling rest 6 is improved, is facilitated in addition, being bolted to anti-settling rest 6 and steel framework 4 or reinforcing bar
Frame 5 is disassembled and installed.
Application for cladding panel anti-settling technique is mainly supported skin panel 1, wallboard external first into
Row production, one kind are prefabricated board, and another kind is assembled plate, and prefabricated board is delivered directly to in-site installation, and assembled plate passes through exterior wall cross
It is assembled at the scene to skeleton 6 and the vertical skeleton 7 of exterior wall, exterior wall horizontal skeleton 6 and exterior wall are vertical determines according to actual conditions
Then the usage quantity of skeleton 7 installs skin panel 1；It is installed on the downside of 1 horizontal direction of skin panel according to the actual situation anti-settling
Descending branch support 6, the present invention are preferably provided with two ways, and one kind is point type Method for Installation, both use point type anti-settling rest 6, point type
The cladding panel small primarily directed to some weight of anti-settling rest 6 chooses several points in 5 bottom end of steel skeleton, installs anti-settling
Rest 6 preferably chooses three points, in addition, 6 spacing quantity of anti-settling rest is because with covering as used point type anti-settling rest 6
1 area of panel, weight and encrypt, need calculating and setting when necessary；
Another kind be wire type Method for Installation, both use wire type anti-settling rest 6, wire type anti-settling rest 6 primarily directed to weight compared with
Big cladding panel installs anti-settling rest 6 identical with 5 bottom end area of steel skeleton in 5 bottom end of steel skeleton, improves anti-settling descending branch
The forced area of support 6, wire type anti-settling rest are exactly a whole steel plate or fashioned iron.
Embodiment 3: the skin panel 1 of external wall be using drilling tail silk or rivet, rising to tether is connected on exterior wall steel skeleton 5
, there is certain displacement, after installing exterior wall, it is also necessary to do finish coat in exterior wall surface, finish coat is according to way difference
Own wt is also different, and weight is decorations after 25 kg/ ㎡ finish finish coat present invention preferably uses weight in 5-40kg/ ㎡
Exterior wall entirety skin panel 1 is connected to become an entirety by surface layer, does not do any place for 1 bottom of skin panel in the prior art
Reason, covering plate in addition to drilling tail silk or rivet, rise tether fitting generate shearing force other than, in building bottom, covering
Panel is formed by cumulative transmitting weight can be bigger, and building is higher, and the upper end that the skin panel of building lower part is born is covered
The accumulator weight of skin panel 1 also will be bigger, so in addition to by drilling tail silk, rivet, rising tethers fitting for the shearing of skin panel 1
Power is transmitted to other than steel framework, anti-settling rest 6 is equipped in 1 bottom of skin panel in technical solution of the present invention, by anti-settling
Descending branch support 6 is supported skin panel 1, enhances the anti-settling effect of skin panel 1, avoids and finish decoration of exterior wall surface layer
Afterwards, corresponding displacement can produce due to the gap between connector between skin panel 1 and steel framework 4 or steel skeleton 5, and produces
Cumulative sedimentation, for assembled plate, assembly type external wall heat plate are generated between raw entirety exterior wall covering 1 and steel framework 4 or steel skeleton 5
It is that assembly at the construction field (site) is welded into ribbed grid-like shape steel skeleton, size of mesh opening is convenient for meeting skin panel cladding size, at this
In the technical solution of invention, when the skin panel for selecting 1200 × 2400 breadths, 5 basic grid of steel skeleton having a size of 605 ×
It when 1205mm, is laid with convenient for 1 transverse and longitudinal of skin panel, saving material, the steel plate that the present invention preferentially uses with a thickness of 3mm, and
Skin panel extend internally 200mm position steel plate is welded on corresponding position steel skeleton 5 on, when use point type anti-settling
When the installation of rest 6 is fixed, the spacing between anti-settling rest 6 is 400mm, is fixed by welding, so that whole
Structure is stronger, can be very good to be supported skin panel, and holds the skin panel 1 of upper end.
Although the embodiments of the present invention has been shown and described above, it is to be understood that above-described embodiment is example
Property, it is not considered as limiting the invention, those skilled in the art within the scope of the invention can be to above-mentioned
Embodiment is changed, modifies, replacement and variant.
Claims (10)
1. a kind of prefabricated and assembly type external wall heat plate, including Side fascia, Side fascia include skin panel (1), prefabricated board (2) and assembly
Plate (3), prefabricated board (2) include steel framework (4), and assembled plate (3) includes steel skeleton (5), and the skin panel (1) passes through connector point
It is not connect with steel framework (4) and steel skeleton (5), which is characterized in that the steel framework (4) and steel skeleton (5) bottom are respectively connected with anti-settling
Descending branch support (6).
2. according to claim 1 prefabricated and assembly type external wall heat plate, which is characterized in that the covering face of the prefabricated board (2)
Plate (1) and the intersection of steel framework (4) are using cold bridge isolating pad (7) progress cold-prevention bridge isolation processing.
3. according to claim 1 prefabricated and assembly type external wall heat plate, which is characterized in that the covering face of the assembly plate (3)
Plate (1) and the intersection of steel skeleton (5) are using cold bridge isolating pad (7) progress cold-prevention bridge isolation processing.
4. according to claim 1 prefabricated and assembly type external wall heat plate, which is characterized in that in steel framework (4) and skin panel (1)
Portion is coated with thermal insulation material, is filled with thermal insulation material inside steel skeleton (5) and skin panel (1).
5. according to claim 4 prefabricated and assembly type external wall heat plate, which is characterized in that the thermal insulation material (8) is rock wool.
6. according to claim 1 prefabricated and assembly type external wall heat plate, which is characterized in that steel skeleton (5) includes multiple exterior walls
Horizontal skeleton (9) and the vertical skeleton of multiple exterior walls (10), it is vertical that each exterior wall horizontal skeleton (9) is mounted on two adjacent exterior walls
Between skeleton (10).
7. according to claim 6 prefabricated and assembly type external wall heat plate, which is characterized in that the exterior wall horizontal skeleton (9) with
The vertical skeleton of exterior wall (10) welds together.
8. anti-settling technique prefabricated described in any one of -7 and assembly type external wall heat plate according to claim 1, wherein Side fascia
Skin panel (1) be connected with steel framework or steel skeleton, which comprises the following steps:
A, the steel framework (4) of prefabricated board (2) and the lateral steel skeleton (9) of on-site assembly assembly plate (3) and longitudinal steel skeleton are made
(10)；
B, cold bridge isolating pad (7) are installed on the steel framework (4) for the prefabricated board (2) made and the steel skeleton (5) of assembled plate (3),
And skin panel (1) is installed；
C, anti-settling rest (6) are installed on the downside of skin panel (1) horizontal direction, anti-settling rest (6) respectively with prefabricated board
Steel framework (2) is connected with the steel skeleton (3) of assembled plate.
9. according to claim 8 prefabricated and assembly type external wall heat plate anti-settling technique, which is characterized in that the step C
In anti-settling rest (6) be steel plate.
10. according to claim 8 prefabricated and assembly type external wall heat plate anti-settling technique, which is characterized in that the step C
In anti-settling rest (6) be fashioned iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811142128.6A CN109487953A (en) | 2018-09-28 | 2018-09-28 | The prefabricated and assembly type external wall heat plate of one kind and its anti-settling technique |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811142128.6A CN109487953A (en) | 2018-09-28 | 2018-09-28 | The prefabricated and assembly type external wall heat plate of one kind and its anti-settling technique |
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| Publication Number | Publication Date |
|---|---|
| CN109487953A true CN109487953A (en) | 2019-03-19 |
Family
ID=65690649
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811142128.6A Pending CN109487953A (en) | 2018-09-28 | 2018-09-28 | The prefabricated and assembly type external wall heat plate of one kind and its anti-settling technique |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110284616A (en) * | 2019-05-05 | 2019-09-27 | 潘旭鹏 | A kind of building enclosure skin panel connector and connection type method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1928279A (en) * | 2005-09-05 | 2007-03-14 | 潘旭鹏 | Integral assembly composite wall plate and its process |
| CN102282323A (en) * | 2008-11-24 | 2011-12-14 | 生态建筑解决方案有限公司 | A support bracket |
| US20120144774A1 (en) * | 2010-12-09 | 2012-06-14 | Andrews William J | Fire rated wall structure |
| CN103924707A (en) * | 2014-04-28 | 2014-07-16 | 长沙远大住宅工业有限公司 | Precast concrete outer wall outer decoration surface manufacturing technology and structure |
| CN103938791A (en) * | 2013-12-25 | 2014-07-23 | 潘旭鹏 | Novel prefabricated wall plate and building external wall assembled by same |
| CN107642180A (en) * | 2017-08-30 | 2018-01-30 | 潘旭鹏 | A kind of precast facade |
-
2018
- 2018-09-28 CN CN201811142128.6A patent/CN109487953A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1928279A (en) * | 2005-09-05 | 2007-03-14 | 潘旭鹏 | Integral assembly composite wall plate and its process |
| CN102282323A (en) * | 2008-11-24 | 2011-12-14 | 生态建筑解决方案有限公司 | A support bracket |
| US20120144774A1 (en) * | 2010-12-09 | 2012-06-14 | Andrews William J | Fire rated wall structure |
| CN103938791A (en) * | 2013-12-25 | 2014-07-23 | 潘旭鹏 | Novel prefabricated wall plate and building external wall assembled by same |
| CN103924707A (en) * | 2014-04-28 | 2014-07-16 | 长沙远大住宅工业有限公司 | Precast concrete outer wall outer decoration surface manufacturing technology and structure |
| CN107642180A (en) * | 2017-08-30 | 2018-01-30 | 潘旭鹏 | A kind of precast facade |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110284616A (en) * | 2019-05-05 | 2019-09-27 | 潘旭鹏 | A kind of building enclosure skin panel connector and connection type method |
| CN110284616B (en) * | 2019-05-05 | 2022-01-18 | 潘旭鹏 | Envelope skin panel connecting piece and connecting mode method |
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