CN207469460U - Assembling type outer wall system - Google Patents
Assembling type outer wall system Download PDFInfo
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- CN207469460U CN207469460U CN201721600223.7U CN201721600223U CN207469460U CN 207469460 U CN207469460 U CN 207469460U CN 201721600223 U CN201721600223 U CN 201721600223U CN 207469460 U CN207469460 U CN 207469460U
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Abstract
The utility model discloses a kind of assembling type outer wall system, it is assemblied in including composite beam, laminated floor slab and respectively the upper prefabricated panel of the composite beam top and bottom and lower prefabricated panel, the first insulating layer to extend along composite beam longitudinal cross-section direction is embedded in the composite beam, the laminated floor slab includes floor preformed layer and floor in-situ layer, the floor preformed layer is overlapped in the composite beam top, and the floor in-situ layer is poured has one to dock region in the floor preformed layer top and between the composite beam.Assembling type outer wall system provided by the utility model, the first insulating layer is embedded in composite beam, first insulating layer ensure that the heat insulation effect of composite beam, due to being embedded with the first insulating layer in composite beam, the Side fascia with insulating layer need not be then hung on the outside of beam, composite beam can be directly assemblied between prefabricated panel and lower prefabricated panel, do not need to connect by external component, and connection is simple.
Description
Technical field
The utility model is related to construction engineering technical field, more particularly to a kind of assembling type outer wall system.
Background technology
In construction engineering technical field, assembled architecture is more and more welcomed by the people, in traditional prefabricated outer wall panel
It is equipped with insulating layer, precast beam is provided separately with prefabricated outer wall panel, to ensure heat insulation effect, during assembled in situ, it is often necessary to
Side fascia is hung on the outside of precast beam.
Traditional Side fascia be equipped with hook base, precast beam be equipped with sleeve, assembling when, by attachment screw by hook base with
The Side fascia for having insulating layer is assemblied in precast beam by sleeve connection, and component used is more during site operation, and connection is cumbersome.
Utility model content
Based on this, it is necessary to more so as to cause connecting for conventional outer wall plate and component used during precast beam site operation
The problem of cumbersome, provides a kind of assembling type outer wall system.
A kind of assembling type outer wall system is assemblied in including composite beam, laminated floor slab and respectively the composite beam upper end under
The upper prefabricated panel and lower prefabricated panel at end are embedded with the to extend along composite beam longitudinal cross-section direction in the composite beam
One insulating layer, the laminated floor slab include floor preformed layer and floor in-situ layer, and the floor preformed layer is overlapped in the overlapping
Beam top, the floor in-situ layer pour in the floor preformed layer top and between the composite beam have a docking area
Domain.
Assembling type outer wall system provided by the utility model, the first insulating layer is embedded in composite beam, and the first insulating layer is protected
The heat insulation effect of composite beam has been demonstrate,proved, due to being embedded with the first insulating layer in composite beam, then need not have been hung on the outside of beam with heat preservation
The Side fascia of layer, composite beam can directly be assemblied between prefabricated panel and lower prefabricated panel, not need to connect by external component
It connects, connection is simple.
The assembling type outer wall system further includes wainscot sheathing in-situ layer, the lower dry wall in one of the embodiments,
The inside of plate has recessed portion, and the composite beam is also embedded with the first connector, and the wainscot sheathing in-situ layer is poured in described recessed
Concave portion, one end of first connector are embedded in the composite beam in advance, the other end of first connector extend out to it is described under
Wallboard in-situ layer.
The lower prefabricated panel is embedded with the second connector in one of the embodiments, and the one of second connector
End is embedded in the lower prefabricated panel in advance, and the other end of second connector extend out to the wainscot sheathing in-situ layer.
The composite beam includes the interior preformed layer for being located at the first insulating layer both sides respectively in one of the embodiments,
And outer preformed layer, the composite beam are also embedded with the first reinforcing member, one end of first reinforcing member is along the longitudinal cross-section side
To the interior preformed layer for being embedded in the composite beam in advance, the other end of first reinforcing member extend out to the docking region.
The assembling type outer wall system further includes the second reinforcing member, second reinforcing member in one of the embodiments,
One end pour in the floor in-situ layer, the other end of second reinforcing member extend out to the docking region.
The floor preformed layer is embedded with third reinforcing member in one of the embodiments, and the one of the third reinforcing member
End is embedded in the floor preformed layer in advance, and the other end of the third reinforcing member extend out to the docking region
In one of the embodiments, the second heat preservation is embedded with along the longitudinal cross-section direction in the upper prefabricated panel
Layer, the lower prefabricated panel is interior to be embedded with third insulating layer along the longitudinal cross-section direction, and first insulating layer is indulged along described
It is extended in the part of the composite beam to cross-wise direction, second insulating layer and the third insulating layer are respectively with described first
The both ends of insulating layer are opposite and are arranged at intervals.
In one of the embodiments, the second heat preservation is embedded with along the longitudinal cross-section direction in the upper prefabricated panel
Layer, the lower prefabricated panel is interior to be embedded with third insulating layer along the longitudinal cross-section direction, and first insulating layer is indulged along described
To cross-wise direction through the upper and lower ends of the composite beam, second insulating layer and the third insulating layer respectively with it is described
The both ends docking of first insulating layer.
It is all provided between the upper prefabricated panel and the lower prefabricated panel and the composite beam in one of the embodiments,
There is waterproof tongue and groove, the position of part of the waterproof tongue and groove on the outside of the composite beam is close less than the waterproof tongue and groove described
The position of part on the inside of composite beam.
Description of the drawings
Fig. 1 is the structure diagram of assembling type outer wall system that one embodiment of the utility model provides；
Fig. 2 is the structure diagram of assembling type outer wall system that another embodiment of the utility model provides；
Fig. 3 is the structure diagram of assembling type outer wall system that another embodiment of the utility model provides；
Fig. 4 is the structure diagram of assembling type outer wall system that another embodiment of the utility model provides.
Specific embodiment
For the ease of understanding the utility model, the utility model is more fully retouched below with reference to relevant drawings
It states.The preferred embodiment of the utility model is given in attached drawing.But the utility model can in many different forms come in fact
It is existing, however it is not limited to embodiment described herein.On the contrary, the purpose for providing these embodiments is the public affairs made to the utility model
Open the understanding more thorough and comprehensive of content.
It should be noted that when element is referred to as " being fixed on " another element, it can be directly on another element
Or there may also be elements placed in the middle.When an element is considered as " connection " another element, it can be directly connected to
To another element or it may be simultaneously present centering elements.Term as used herein " vertical ", " horizontal ", " left side ",
" right side " and similar statement are for illustrative purposes only.
Unless otherwise defined, all of technologies and scientific terms used here by the article is led with belonging to the technology of the utility model
The normally understood meaning of technical staff in domain is identical.It is only in the term used in the description of the utility model herein
The purpose of description specific embodiment, it is not intended that in limitation the utility model.Term as used herein " and/or " include
The arbitrary and all combination of one or more relevant Listed Items.
Refering to Fig. 1, one embodiment of the utility model provides a kind of assembling type outer wall system, including composite beam 10, overlapping building
Plate and it is assemblied in the upper prefabricated panel 20 of 10 top and bottom of composite beam and lower prefabricated panel 30 respectively, is embedded in composite beam 10
The first insulating layer 11 to extend along 10 longitudinal cross-section direction of composite beam, laminated floor slab include floor preformed layer 60 and floor in-situ layer
70, floor preformed layer 60 is overlapped in 10 top of composite beam, and floor in-situ layer 70 is poured in 60 top of floor preformed layer, and floor is cast-in-place
Layer 70 is poured has one to dock region 80 in 60 top of floor preformed layer and between composite beam 10..
The assembling type outer wall system that the utility model embodiment provides is embedded with the first insulating layer 11 in composite beam 10, the
One insulating layer 11 ensure that the heat insulation effect of composite beam 10, then need not be due to being embedded with the first insulating layer 11 in composite beam 10
Hang the Side fascia with insulating layer on the outside of beam, composite beam 10 can directly be assemblied in prefabricated panel 20 and lower prefabricated panel 30 it
Between, it does not need to connect by external component, connection is simple.
Specifically, which is integrally formed with floor in-situ layer 70 by casting concrete.
Specifically, above-mentioned longitudinal cross-section direction is the upper and lower directions of composite beam 10 after mounting.
Referring to Fig.2, in another embodiment, assembling type outer wall system further includes wainscot sheathing in-situ layer 90, lower prefabricated panel
30 inside has recessed portion, and composite beam 10 is also embedded with the first connector 40, and wainscot sheathing in-situ layer 90 is poured in recessed portion, the
One end of a connection piece 40 is embedded in composite beam 10 in advance, and the other end of the first connector 40 extend out to wainscot sheathing in-situ layer 90.Pass through
Composite beam 10 can be connect fixation by the first connector 40 with wainscot sheathing in-situ layer 90.Specifically, the first connector 40 is reinforcing bar.
Further, lower prefabricated panel 30 is embedded with the second connector 32, and one end of the second connector 32 is embedded in down prefabricated in advance
Wallboard 30, the other end of the second connector 32 extend out to wainscot sheathing in-situ layer 90.By the second connector 32 and combine the first company
Fitting 40 can be by fixation between 30 three of composite beam 10, wainscot sheathing in-situ layer 90 and lower prefabricated panel.
Further, waterproof tongue and groove c, waterproof enterprise are equipped between upper prefabricated panel 20 and lower prefabricated panel 30 and composite beam 10
The position of parts of the mouth c on the outside of composite beam is less than the position of parts of the waterproof tongue and groove c on the inside of composite beam.Waterproof tongue and groove
The setting of c can prevent rainwater or other flows from the gap between upper prefabricated panel 20 and composite beam 10 or from upper dry wall
Gap between plate 30 and composite beam 10 is got in.
Further, above-mentioned assembling type outer wall system is further included between upper prefabricated panel 20 and composite beam 10 or under being located at
Cushion block 50 between prefabricated panel 30 and composite beam 10, i.e. cushion block 50 are filled in waterproof tongue and groove c close to the part of inside.
Further, it is also filled out between upper prefabricated panel 20 and composite beam 10 or between lower prefabricated panel 30 and composite beam 10
Filled with cement mortar a, i.e. cement mortar a is filled in waterproof tongue and groove c close to the part in outside, by upper prefabricated panel 20 and overlapping
Lower prefabricated panel 30 is connect fixation by beam 10 with composite beam 10.Specifically, it is leaned between upper prefabricated panel 20 and composite beam 10
The position of nearly more lateral is equipped with marine glue b between lower prefabricated panel 30 and composite beam 10 close to the position in outside.
Specifically, composite beam 10 is included respectively positioned at the interior preformed layer of 11 both sides of the first insulating layer and outer preformed layer, overlapping
Beam 10 is also embedded with the first reinforcing member 15, and cross-wise direction is embedded in the interior pre- of composite beam 10 in advance along longitudinal direction for one end of the first reinforcing member 15
Preparative layer, the other end of the first reinforcing member 15 extend out to docking region 80.First reinforcing member 15 can not only increase composite beam 10 certainly
The intensity of body, and the bonding strength between composite beam 10 and floor in-situ layer 70 can also be increased.Specifically, the first reinforcing member 15
For stirrup, more specifically, the shape of the first reinforcing member 15 is square type.
Further, assembling type outer wall system further includes the second reinforcing member 100, and one end of the second reinforcing member 100 is poured in building
Plate in-situ layer 70, the other end of the second reinforcing member 100 extend out to docking region 80.Second reinforcing member 100 can increase floor and show
Pour the intensity of layer 70.Specifically, the external part of the first reinforcing member 15 is connect with the second reinforcing member 100, more specifically, second reinforces
Part 100 is L-shaped, and the L-shaped one end of the second reinforcing member 100 around the first reinforcing member 15 transverse steel and with the first reinforcing member
15 binding connections.
Further, floor preformed layer 60 is embedded with third reinforcing member 61, and it is pre- that one end of third reinforcing member 61 is embedded in floor in advance
Preparative layer 60, the other end of third reinforcing member 60 extend out to docking region 80.The setting of third reinforcing member 61 can not only increase building
The intensity of itself of plate preformed layer 60, and the bonding strength between floor preformed layer 60 and floor in-situ layer 70 can also be increased.Tool
Body, the external part of third reinforcing member 61 connect with the external part of the first reinforcing member 15, and more specifically third reinforcing member 61 is stretched
It is stretched into after outlet and the external part binding connection of the first reinforcing member 15 and docks region 80..
Further, cross-wise direction is embedded with the second insulating layer 21 along longitudinal direction in upper prefabricated panel 20, in lower prefabricated panel 30
Cross-wise direction is embedded with third insulating layer 31 along longitudinal direction, the second insulating layer 21 and third insulating layer 31 with 11 phase of the first insulating layer
To setting.
Specifically, cross-wise direction is set the second insulating layer 21 through upper prefabricated panel 20 along longitudinal direction, 31 edge of third insulating layer
Longitudinal cross-section direction is set through lower prefabricated panel 30, to increase the heat insulation effect of upper prefabricated panel 20 and lower prefabricated panel 30.
More specifically, when the first insulating layer 11, cross-wise direction is extended in the local time of composite beam 10, the second heat preservation along longitudinal direction
Layer 21 and third insulating layer 31 it is opposite with the both ends of the first insulating layer 11 respectively and interval setting；When the first insulating layer 11 along longitudinal direction
Cross-wise direction through composite beam 10 upper and lower ends, the second insulating layer 21 and third insulating layer 31 respectively with the first insulating layer 11
Both ends docking.
Further, the medial surface of upper prefabricated panel 20 and lower prefabricated panel 30 is concordant with the medial surface of composite beam 10, on
The lateral surface of prefabricated panel 20 and lower prefabricated panel 30 is concordant with the lateral surface of composite beam 10.Above-mentioned upper prefabricated panel 20 and under
The medial surface of prefabricated panel 30 is that upper prefabricated panel 20 is located at indoor side with lower prefabricated panel 30, above-mentioned composite beam 10
Medial surface is that composite beam 10 is located at indoor side；The lateral surface of above-mentioned upper prefabricated panel 20 and lower prefabricated panel 30 be on
The side that prefabricated panel 20 is located outside with lower prefabricated panel 30, the lateral surface of above-mentioned composite beam 10 is that composite beam 10 is located at room
Outer side.
Cross-wise direction is extended in the part of composite beam 10 to the first insulating layer 11 along longitudinal direction in one of the embodiments, fits
For winter less cryogenic region.
Refering to Fig. 3-Fig. 4, in another embodiment, the first insulating layer 11 along longitudinal direction cross-wise direction through composite beam 10
Upper and lower ends, suitable for winter compared with cryogenic region.
Again referring to Fig.2, being also embedded with the reinforcing of third connector 12 and the 4th in another embodiment, in composite beam 10
Part 13, the 4th reinforcing member 13 are set on the both sides of the first insulating layer 11, and third connector 12 is arranged in the first insulating layer 11 and has
Stretch out the first end and second end of 11 both sides of the first insulating layer respectively, first end be located at respectively with second end the first insulating layer 11 with
Between 4th reinforcing member 13 or first end and/or second end are connect with corresponding 4th reinforcing member 13.That is third connector 12
Both ends can respectively between the 4th reinforcing member 13 and the first insulating layer 11 or the wherein one end of third connector 12 with
Corresponding 4th reinforcing member 13 connects or both ends are connect with corresponding 4th reinforcing member 13.
4th reinforcing member 13 can increase stability of first insulating layer 11 in composite beam 10, and third connector 12 with
4th reinforcing member 13, which is combined, to be firmly fixed at the first insulating layer 11 in composite beam 10.
Specifically, third connector 12 is glass fibre connector, glass fibre have that heat resistance is strong, corrosion resistance is good and
The advantages of high mechanical strength.More specifically, the 4th reinforcing member 13 is reinforcing bar.
More specifically, the 4th reinforcing member 13 includes the longitudinal reinforcement of cross-wise direction distribution along longitudinal direction and is connect with longitudinal reinforcement
The distribution of transversely cross-wise direction transverse steel, wherein longitudinal reinforcement and the perpendicular setting of transverse steel.
Further, cross-wise direction is also embedded with grout sleeve 14, one end anchor of the first connector 40 to composite beam 10 along longitudinal direction
It is fixed in grout sleeve 14, the other end of the first connector 40 stretches out composite beam 10 to be anchored with exterior pre-cast wall panel.Specifically,
Grout sleeve 14 is anchored in the interior preformed layer of composite beam 10.
Further, multiple grout sleeves 14 are embedded in composite beam 10, grout sleeve 14 is between transversely cross-wise direction is uniform
Every in composite beam 10, composite beam 10 includes multiple first connectors 40, multiple first connectors 40 transversely cross-wise direction
Uniform intervals are set, and multiple first connectors 40 are anchored in respectively in corresponding grout sleeve 14.
Specifically, above-mentioned lateral cross section is the left and right directions or front-rear direction of composite beam 10 after mounting, transverse cutting
Face direction and longitudinal cross-section direction are perpendicular.
Further, the 5th reinforcing member 16 is also embedded in composite beam 10, cross-wise direction is prolonged along longitudinal direction when the first insulating layer 11
It opens up in the local time of composite beam 10, the 5th reinforcing member 16 bypasses the end of the first insulating layer 11 simultaneously from the interior preformed layer of composite beam 10
Extend the outer preformed layer of composite beam 10；When the first insulating layer 11 along longitudinal direction cross-wise direction through up and down the two of composite beam 10
End, the 5th reinforcing member 16 are embedded in the interior preformed layer of composite beam 10 in advance.Specifically, the first reinforcing member 15 is located at the first insulating layer 11
Side of 4th reinforcing member 13 of inside far from the first insulating layer 11, one end of the 5th reinforcing member 16 and the horizontal stroke of the 4th reinforcing member 13
To bar connecting, the other end of the 5th reinforcing member 16 is connect with the first reinforcing member 15.
More specifically, the 5th reinforcing member 16 is the reinforcing bar of bending.The both ends of 5th reinforcing member 16 are equipped with crotch, to protect
Demonstrate,prove the bonding strength of the 5th reinforcing member 16.
Each technical characteristic of embodiment described above can be combined arbitrarily, to make description succinct, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, it is all considered to be the range of this specification record.
Embodiment described above only expresses the several embodiments of the utility model, and description is more specific and detailed,
But it should not be interpreted as limiting the scope of the present invention.It should be pointed out that for the common of this field
For technical staff, without departing from the concept of the premise utility, various modifications and improvements can be made, these all belong to
In the scope of protection of the utility model.Therefore, the protection domain of the utility model patent should be determined by the appended claims.
Claims (9)
1. a kind of assembling type outer wall system, which is characterized in that be assemblied in including composite beam, laminated floor slab and respectively the composite beam
The upper prefabricated panel and lower prefabricated panel of top and bottom are embedded with along composite beam longitudinal cross-section direction in the composite beam
The first insulating layer to extend, the laminated floor slab include floor preformed layer and floor in-situ layer, and the floor preformed layer is overlapped in
The composite beam top, the floor in-situ layer pour in the floor preformed layer top and between the composite beam have one
Dock region.
2. assembling type outer wall system according to claim 1, which is characterized in that the assembling type outer wall system further includes down
Wallboard in-situ layer, the inside of the lower prefabricated panel have recessed portion, and the composite beam is also embedded with the first connector, under described
Wallboard in-situ layer is poured in the recessed portion, and one end of first connector is embedded in the composite beam, first connection in advance
The other end of part extend out to the wainscot sheathing in-situ layer.
3. assembling type outer wall system according to claim 2, which is characterized in that the lower prefabricated panel is embedded with the second company
Fitting, one end of second connector are embedded in the lower prefabricated panel in advance, and the other end of second connector extend out to institute
State wainscot sheathing in-situ layer.
4. assembling type outer wall system according to claim 1, which is characterized in that the composite beam includes being located at respectively described
The interior preformed layer and outer preformed layer of first insulating layer both sides, the composite beam are also embedded with the first reinforcing member, and described first reinforces
One end of part is embedded in the interior preformed layer of the composite beam along the longitudinal cross-section direction in advance, and the other end of first reinforcing member is stretched
Go out to the docking region.
5. assembling type outer wall system according to claim 1, which is characterized in that the assembling type outer wall system further includes
Two reinforcing members, one end of second reinforcing member are poured in the floor in-situ layer, and the other end of second reinforcing member stretches out
To the docking region.
6. assembling type outer wall system according to claim 1, which is characterized in that the floor preformed layer is embedded with third and adds
Firmware, one end of the third reinforcing member are embedded in the floor preformed layer in advance, and the other end of the third reinforcing member extend out to institute
State docking region.
7. according to claim 1-6 any one of them assembling type outer wall systems, which is characterized in that edge in the upper prefabricated panel
The longitudinal cross-section direction is embedded with the second insulating layer, and the lower prefabricated panel is interior to be embedded with third along the longitudinal cross-section direction
Insulating layer, first insulating layer are extended in the part of the composite beam, second insulating layer along the longitudinal cross-section direction
And the third insulating layer is opposite with the both ends of first insulating layer respectively and is arranged at intervals.
8. according to claim 1-6 any one of them assembling type outer wall systems, which is characterized in that edge in the upper prefabricated panel
The longitudinal cross-section direction is embedded with the second insulating layer, and the lower prefabricated panel is interior to be embedded with third along the longitudinal cross-section direction
Insulating layer, upper and lower ends of first insulating layer along the longitudinal cross-section direction through the composite beam, described second protects
It docks at the both ends of warm layer and the third insulating layer respectively with first insulating layer.
9. according to claim 1-6 any one of them assembling type outer wall systems, which is characterized in that the upper prefabricated panel and institute
It states and waterproof tongue and groove is equipped between lower prefabricated panel and the composite beam, portion of the waterproof tongue and groove on the outside of the composite beam
The position divided is less than the position of part of the waterproof tongue and groove on the inside of the composite beam.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721600223.7U CN207469460U (en) | 2017-11-24 | 2017-11-24 | Assembling type outer wall system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201721600223.7U CN207469460U (en) | 2017-11-24 | 2017-11-24 | Assembling type outer wall system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882184A (en) * | 2017-11-24 | 2018-04-06 | 郴州远大住宅工业有限公司 | Assembling type outer wall system and its construction method |
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2017
- 2017-11-24 CN CN201721600223.7U patent/CN207469460U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882184A (en) * | 2017-11-24 | 2018-04-06 | 郴州远大住宅工业有限公司 | Assembling type outer wall system and its construction method |
| CN107882184B (en) * | 2017-11-24 | 2024-04-16 | 郴州远大住宅工业有限公司 | Assembled type exterior wall system construction method thereof |
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