CN105908878A - External wall panel mounting joint - Google Patents
External wall panel mounting joint Download PDFInfo
- Publication number
- CN105908878A CN105908878A CN201610378651.3A CN201610378651A CN105908878A CN 105908878 A CN105908878 A CN 105908878A CN 201610378651 A CN201610378651 A CN 201610378651A CN 105908878 A CN105908878 A CN 105908878A
- Authority
- CN
- China
- Prior art keywords
- side fascia
- wall panel
- external wall
- lower side
- upper side
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
- E04B2/90—Curtain walls comprising panels directly attached to the structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- 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
- 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
- E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
- E04C2/526—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits with adaptations not otherwise provided for, for connecting, transport; for making impervious or hermetic, e.g. sealings
Abstract
The invention belongs to the field of building structures, and particularly discloses an external wall panel mounting joint which comprises an upper external wall panel, a lower external wall panel and a floor. The floor is erected on the lower external wall panel. A cast-in-place layer is poured on the top of the lower external wall panel. The upper external wall panel and the lower external wall panel are connected through a grouting sleeve. The upper external wall panel and the lower external wall panel each at least comprise an insulation layer and a concrete structure layer. A waterproof groove and tongue is arranged on the connecting interface of the upper external wall panel and the lower external wall panel. Longitudinal ribs of the lower external wall panel penetrate through the cast-in-place layer and stretch into the grouting sleeve of the upper external wall panel. Grout is injected into the grouting sleeve to form a grout anchor connector for steel rib butt joint. The end portion of the upper external wall panel and the end portion of the lower external wall panel are provided with concrete structures, the bottom end of the upper external wall panel and the top end of the lower external wall panel are provided with notches, the upper external wall panel and/or the lower external wall panel are/is provided with grouting holes, and waterproof grout is injected into the notches through the grouting holes. The external wall panel mounting joint overcomes the defects of traditional external wall panel connecting modes, connection is firm, and mounting is convenient.
Description
Technical field
The invention belongs to building structure field, be specifically related to a kind of Side fascia and node is installed.
Background technology
In assembled architecture industry, Side fascia uses prefabricated mode to carry out factorial praluction, then on-the-spot group
Dress, thus standardization can be realized, and quality controllable, efficient quick.At present, many employing shear wall structures are made
For external wall panel structure system, but, the external wall panel structure system productivity ratio of current shear wall structure is relatively low, people
Work puts into relatively big, and the labor intensity of workman is relatively big, and traditional waterproof type is typically beaten waterproof at seam crossing
Glue, the workload not only constructed is big, and marine glue there will be for a long time over time is aging, finally results in
The generation of drainage, affects water resistance and the construction quality of assembled architecture.
In sum, need a kind of easy construction of exploitation badly, node installed by the Side fascia of good water-proof effect.
Summary of the invention
It is an object of the invention to provide a kind of easy construction, node installed by the Side fascia of good water-proof effect.
Above-mentioned purpose is to be achieved through the following technical solutions: node installed by a kind of Side fascia, including upper Side fascia,
Lower Side fascia and floor, described floor rides upon on lower Side fascia, and described lower Side fascia top has poured cast-in-place
Layer, described upper Side fascia and lower Side fascia use grout sleeve to connect, and described upper Side fascia and lower Side fascia are extremely
Include that heat-insulation layer and concrete, described upper Side fascia are provided with anti-with the linkage interface of lower Side fascia less
Water tongue and groove, the vertical muscle of described lower Side fascia through in-situ layer and in stretching into the grout sleeve of described upper Side fascia,
In described grout sleeve, pour into slurry form the slurry anchor connection joint of steel reinforcement abutting joints;Described upper Side fascia with under
The end of Side fascia is xoncrete structure, and the bottom of described upper Side fascia and the top of lower Side fascia are provided with notch,
Described upper Side fascia and/or lower Side fascia are provided with injected hole, are perfused with in described notch by described injected hole
Waterproofing slurry.For thermal insulation external wall panel, the end of Side fascia is all arranged to xoncrete structure, i.e. arranges
Waterproof tongue and groove at be xoncrete structure, docking during will not knock bad heat-insulation layer as tongue and groove tenon
Part, does not haves the problem knocking bad architectural surface simultaneously yet.Described floor can be precast floor slab, it is possible to
It is laminated floor slab, it is also possible to be complete cast-in-place making, when floor is laminated floor slab, above-mentioned on lower Side fascia top
The in-situ layer that portion pours is the in-situ layer of laminated floor slab.During the assembling of wallboard, treat lower Side fascia and building
After plate has assembled, carry out pouring of in-situ layer, along with the dropping place of upper Side fascia, indulging of described lower Side fascia
Muscle stretches into through in-situ layer in the grout sleeve of described upper Side fascia, is then in the milk to insertion in grout sleeve
Vertical muscle in grout sleeve carries out starching anchor.By being arranged on the injected hole in upper Side fascia or lower Side fascia in institute
State and notch is perfused with waterproofing slurry, form one layer of vertical waterproof layer, can effectively stop outdoor rain seepage
To indoor, it is provided that reliable waterproof guarantee.Described notch can be pre-during upper Side fascia is prefabricated
Staying, it is also possible to be to offer in installation process, for thermal insulation external wall panel, described notch is preferably provided at heat-insulation layer,
So only need bottom upper Side fascia and the heat-insulation layer at top of lower Side fascia digs up part during assembling
Form notch, simplify operational procedure, reduce difficulty of construction simultaneously.After having assembled, in order to improve waterproof effect
Really, marine glue closure can be used in the medial and lateral of upper Side fascia and the junction of lower Side fascia.Above-mentioned waterproof
Mode is not only suitable for the close spelling structure between Side fascia and lower Side fascia, be also applied for Side fascia with lower outside
The structure of reserved splicing seams between wallboard, when using kind structure in second, preferably in described splicing seams
Side and outside are equipped with sealing member, it is to avoid waterproofing slurry leaks along splicing seams.The present invention uses and arranges waterproof enterprise
Mouthful and formed the measure of vertical waterproof layer, integrated control by grouting, thoroughly solve the anti-of Side fascia
Water problems, improves the construction quality of assembled architecture.
Further, described notch is extended to heat-insulation layer by the end face of Side fascia, and described waterproofing slurry is foam sand
Slurry or foam concrete.Owing to end have employed xoncrete structure, i.e. it is not provided with heat-insulation layer, the most external
The heat insulation effect of panel wall system has a negative impact, and uses technique scheme, it is ensured that the node of the present invention
The hot bridge cut-off function of middle Side fascia.
Further, splicing seams, the inner side of described splicing seams it are reserved with between described upper Side fascia and lower Side fascia
It is equipped with sealing member with outside, in described splicing seams, is perfused with waterproofing slurry by described injected hole.Described
Splicing seams reserved between upper Side fascia and lower Side fascia is enclosed by sealing member, after upper Side fascia assembly completes,
In described splicing seams, it is perfused with waterproofing slurry by the injected hole being arranged in upper Side fascia or lower Side fascia,
Form the waterproof layer of one layer of level, stop outdoor rain to leak out to indoor, improve waterproof effect.
Further, described upper Side fascia and/or lower Side fascia are provided with plural injected hole.Due to exterior wall
Plate has certain width, on the one hand only arranges an injected hole and is difficult between upper Side fascia and lower Side fascia
Splicing seams be filled up completely with closely knit, on the other hand arrange multiple hole can slip casting simultaneously, improve efficiency of construction.Need
Be noted that described injected hole can be the grout hole of grouting sleeve, it is also possible to be upper Side fascia and/
Or the prefabrication process of lower Side fascia is arranged.
Further, described upper Side fascia and/or lower Side fascia are provided with steam vent.It is arranged such, slip casting process
In the discharge of air in favourable splicing seams.
Further, it is coated with adhesive bottom described sealing member or is provided with double faced adhesive tape.It is arranged such, is conducive to
Sealing member is fixed on lower Side fascia, it is to avoid during cornice sheathing dropping place, sealing member position changes, from
And affect the sealing of sealing member.
Further, described sealing member is rectangle frame structure, four limits of described sealing member and the end face of lower Side fascia
Match.It is arranged such, easy construction, the surrounding of splicing seams is all enclosed simultaneously, improve sealing.
Further, the bottom surface of described upper Side fascia and the end face of lower Side fascia are matsurface.It is arranged such, anti-
Water slurry is connected tightr with the top of the bottom of upper Side fascia and lower Side fascia.
Further, described wainscot sheathing top is provided with at least one blind hole.It is arranged such, during slip casting,
Being perfused with slurry in described blind hole, so, the waterproof layer formed in splicing seams is connected on lower external wall panel structure
The most firm.
Further, described injected hole is hollow hole or pre-buried hollow bushing.Described hollow hole wallboard prefabricated
During loose core formation, injected hole is preferably formed by the way of pre-buried hollow bushing, and molding is the easiest.
Accompanying drawing explanation
The accompanying drawing of the part constituting the present invention is used for providing a further understanding of the present invention, and the present invention shows
Meaning property embodiment and explanation thereof are used for explaining the present invention, are not intended that inappropriate limitation of the present invention.
Fig. 1 is the sectional view that node installed by the Side fascia involved by one embodiment of the present invention;
Fig. 2 is the stereochemical structure sectional view that node installed by Side fascia involved in Fig. 1;
Fig. 3 is the sectional view that node installed by the Side fascia involved by another embodiment of the present invention.
In figure:
2 times Side fascia 3 sealing member 4 injected holes of Side fascia on 1
5 horizontal waterproof layer 6 discrepancy in elevation waterproof tongue and groove 7 tongue-and-groove 8 tenons
9 notch 10 vertical waterproof layer 20 heat-insulation layer 21 concrete
22 grout sleeves 23 indulge muscle 24 floor 25 in-situ layer
Detailed description of the invention
Describing the present invention below in conjunction with the accompanying drawings, the description of this part is only exemplary and explanatory,
Protection scope of the present invention should there be is not any restriction effect.Additionally, those skilled in the art are according to herein
The description of part, can carry out respective combination to the feature in embodiment in presents and in different embodiment.
The embodiment of the present invention is as follows, sees figures.1.and.2, and a kind of Side fascia installs node, including upper exterior wall
Plate 1, lower Side fascia 2 and floor 24, described floor 24 rides upon on lower Side fascia 2, described lower Side fascia
2 tops have poured in-situ layer 25, and described upper Side fascia 1 and lower Side fascia 2 use grout sleeve 22 to connect,
Described upper Side fascia 1 and lower Side fascia 2 at least include heat-insulation layer 20 and concrete 21, described on
Side fascia 1 is provided with waterproof tongue and groove, the vertical muscle 23 of described lower Side fascia 2 with the linkage interface of lower Side fascia 2
Through in-situ layer 25 and stretch into described upper Side fascia 1 grout sleeve 22 in, at described grout sleeve 22
In pour into slurry formed steel reinforcement abutting joints slurry anchor connection joint;Described upper Side fascia 1 and the end of lower Side fascia 2
Portion is xoncrete structure, and the bottom of described upper Side fascia 1 and the top of lower Side fascia 2 are provided with notch 9, institute
State Side fascia 1 and/or lower Side fascia 2 is provided with injected hole 4, by described injected hole 4 at described notch 9
In be perfused with waterproofing slurry.For thermal insulation external wall panel, the end of Side fascia is all arranged to xoncrete structure,
It is xoncrete structure at the waterproof tongue and groove i.e. arranged, bad heat-insulation layer 20 will not be knocked as enterprise during docking
The part of mouth tenon 8, does not haves the problem knocking bad architectural surface simultaneously yet.Described floor 24 can be pre-
Floor processed, it is possible to be laminated floor slab, it is also possible to be complete cast-in-place making, when floor 24 is laminated floor slab, on
State the in-situ layer 25 poured at lower Side fascia 2 top and be the in-situ layer of laminated floor slab.The assembling process of wallboard
In, after lower Side fascia 2 has assembled with floor 24, carry out pouring of in-situ layer 25, along with upper exterior wall
The dropping place of plate 1, the vertical muscle 23 of described lower Side fascia 2 stretches into described upper Side fascia 1 through in-situ layer 25
In grout sleeve 22, then in grout sleeve 22, the vertical muscle 23 inserted in grout sleeve 22 is entered by grouting
Row slurry anchor.Filled in described notch 9 by the injected hole 4 being arranged in upper Side fascia 1 or lower Side fascia 2
It is marked with waterproofing slurry, forms one layer of vertical waterproof layer 10, can effectively stop outdoor rain to leak out to indoor, carry
Supply reliable waterproof guarantee.Described notch 9 can be reserved, also during upper Side fascia 1 is prefabricated
Can be to offer in installation process, for thermal insulation external wall panel, described notch 9 be preferably provided at heat-insulation layer 20,
So only need bottom upper Side fascia 1 and the heat-insulation layer 20 at top of lower Side fascia 2 digs up portion during assembling
Divide and can form notch 9, simplify operational procedure, reduce difficulty of construction simultaneously.After having assembled, in order to carry
High waterproof effect, can use marine glue envelope in the medial and lateral of upper Side fascia 1 and the junction of lower Side fascia 2
Stifled.Above-mentioned waterproof type is not only suitable for the close spelling structure between Side fascia 1 and lower Side fascia 2, is also suitable
Between upper Side fascia 1 and lower Side fascia 2, the structure of reserved splicing seams, when using the second structure, excellent
The inner side and outer side being selected in described splicing seams is equipped with sealing member 3, it is to avoid waterproofing slurry leaks along splicing seams.
The present invention is used and arranges waterproof tongue and groove and formed the measure of vertical waterproof layer 10, Comprehensive Preventing by grouting
Control, thoroughly solve the waterproof problem of Side fascia, improve the construction quality of assembled architecture.Described is anti-
Water slurry can be expansive mortar or expansive concrete, it is also possible to is foam mortar or foam concrete, certainly
It is not limited to above-mentioned waterproof material it should be understood that arbitrarily go for the waterproof material of the present invention.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1, described notch 9 is by outward
The end face of wallboard extends to heat-insulation layer 20, and described waterproofing slurry is foam mortar or foam concrete.Due to end
Portion have employed xoncrete structure, is i.e. not provided with heat-insulation layer 20, and the heat insulation effect of so external panel wall system produces
Raw adverse effect, uses technique scheme, it is ensured that the hot bridge cut-off function of Side fascia in the node of the present invention.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1, described upper Side fascia 1
And being reserved with splicing seams between lower Side fascia 2, the inner side and outer side of described splicing seams is equipped with sealing member 3,
In described splicing seams, it is perfused with waterproofing slurry by described injected hole 4.Described upper Side fascia 1 and lower exterior wall
Splicing seams reserved between plate 2 is enclosed by sealing member 3, after the assembly of upper Side fascia 1 completes, by being arranged on
Injected hole 4 in upper Side fascia 1 or lower Side fascia 2 is perfused with waterproofing slurry in described splicing seams, is formed
One layer of horizontal waterproof layer 5, stops outdoor rain to leak out to indoor, improves waterproof effect.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 3, described upper Side fascia 1
And/or lower Side fascia 2 is provided with plural injected hole 4.Owing to Side fascia has certain width, one
Aspect only arranges an injected hole 4 and is difficult to fill out the splicing seams between upper Side fascia 1 and lower Side fascia 2 completely
Fill closely knit, on the other hand arrange multiple hole can slip casting simultaneously, improve efficiency of construction.
On the basis of above-described embodiment, in another embodiment of the present invention, described upper Side fascia 1 and/or lower outside
Wallboard 2 is provided with steam vent.It is arranged such, the discharge of air in favourable splicing seams during slip casting.
On the basis of above-described embodiment, in another embodiment of the present invention, it is coated with bottom described sealing member 3
Adhesive or be provided with double faced adhesive tape.Being arranged such, beneficially sealing member 3 is fixed on lower Side fascia 2, it is to avoid
During cornice sheathing dropping place, sealing member 3 position changes, thus affects the sealing of sealing member 3.
On the basis of above-described embodiment, in another embodiment of the present invention, described sealing member 3 is tied for rectangle frame
Structure, four limits of described sealing member 3 match with the end face of lower Side fascia 2.It is arranged such, easy construction,
The surrounding of splicing seams is all enclosed simultaneously, improve sealing.
On the basis of above-described embodiment, in another embodiment of the present invention, the bottom surface of described upper Side fascia 1 and
The end face of lower Side fascia 2 is matsurface.Be arranged such, the bottom of waterproofing slurry and upper Side fascia 1 and lower outside
The top of wallboard 2 connects tightr.
On the basis of above-described embodiment, in another embodiment of the present invention, described wainscot sheathing top is provided with at least
One blind hole.It is arranged such, during slip casting, described blind hole is perfused with slurry, so, splicing
In seam formed waterproof layer be connected in lower Side fascia 2 structure the most firm.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1, described injected hole 4 is
Hollow hole or pre-buried hollow bushing.The prefabrication process of described hollow hole wallboard is loosed core formation, injected hole 4
Preferably being formed by the way of pre-buried hollow bushing, molding is the easiest.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, described waterproof
Tongue and groove is the waterproof tongue and groove of the discrepancy in elevation high inside wainscot sheathing, outside is low.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 3, described waterproof tongue and groove bag
Including the tenon 8 being arranged on lower Side fascia and the tongue-and-groove 7 being arranged on Side fascia, described tenon 8 stretches to institute
State in tongue-and-groove 7.Described tongue-and-groove 7 can be reserved during upper Side fascia is prefabricated, it is also possible to is to install
During offer.
On the basis of above-described embodiment, in another embodiment of the present invention, the inwall of described grout sleeve 22 sets
There is steel lobe.The setting of steel lobe of the present invention increases grout sleeve 22 integral rigidity, on the premise of meeting rigidity,
Can suitably reduce grout sleeve 22 wall thickness, save material.In the case of external diameter is identical, reduce wall thickness simultaneously,
Adding grouting material so that be in the milk more closely knit, reinforcing bar is higher with the adhesive property of grout sleeve 22 entirety.
Additionally, the slurry poured into forms the lock solid structure matched with sky in sleeve and steel lobe in grout sleeve 22,
The anchorage reliability of reinforcing bar is greatly improved.
On the basis of above-described embodiment, in another embodiment of the present invention, described steel lobe was offered slurry hole or
Lead stock tank.Cross to starch hole or lead arranging of stock tank and on the one hand ensure that grouting material has enough stream in time connecting end flowing
Dynamic space, enriches whole grout sleeve, the grouting material in the gap between steel lobe can be connected into entirety simultaneously,
Increasing the adhesion between grout sleeve 22 and grouting material, the globality of grouting material is higher, and then is effectively increased
The grouting material bond stress to reinforcing bar.
On the basis of above-described embodiment, in another embodiment of the present invention, described cross slurry hole or lead stock tank along fill
Starch the circumferentially disposed of sleeve 22.So, by crossing slurry hole or leading stock tank by the gap connection between steel lobe.
The above is only the preferred embodiment of the present invention, it is noted that common for the art
For technical staff, under the premise without departing from the principles of the invention, it is also possible to make some improvements and modifications,
These improvements and modifications also should be regarded as protection scope of the present invention.
Claims (10)
1. a node installed by Side fascia, and including upper Side fascia, lower Side fascia and floor, described floor is set up
On lower Side fascia, described lower Side fascia top has poured in-situ layer, described upper Side fascia and lower Side fascia and has adopted
Connecting with grout sleeve, described upper Side fascia and lower Side fascia at least include heat-insulation layer and concrete,
The linkage interface of described upper Side fascia and lower Side fascia is provided with waterproof tongue and groove, it is characterised in that described lower outside
The vertical muscle of wallboard is through in-situ layer and in stretching into the grout sleeve of described upper Side fascia, in described grout sleeve
Pour into slurry and form the slurry anchor connection joint of steel reinforcement abutting joints;Described upper Side fascia is mixed with the end of lower Side fascia
Xtah Crude Clay structure, the bottom of described upper Side fascia and the top of lower Side fascia are provided with notch, described upper Side fascia and/
Or lower Side fascia is provided with injected hole, in described notch, it is perfused with waterproofing slurry by described injected hole.
Node installed by Side fascia the most according to claim 1, it is characterised in that described notch is by exterior wall
The end face of plate extends to heat-insulation layer, and described waterproofing slurry is foam mortar or foam concrete.
Side fascia the most according to claim 2 install node, it is characterised in that described upper Side fascia with
Being reserved with splicing seams between lower Side fascia, the inner side and outer side of described splicing seams is equipped with sealing member, by institute
State injected hole and be perfused with waterproofing slurry in described splicing seams.
4. according to the Side fascia described in Claims 2 or 3, node is installed, it is characterised in that described upper exterior wall
Plate and/or lower Side fascia are provided with plural injected hole.
5. according to the Side fascia described in Claims 2 or 3, node is installed, it is characterised in that described upper exterior wall
Plate and/or lower Side fascia are provided with steam vent.
Node installed by Side fascia the most according to claim 4, it is characterised in that bottom described sealing member
It is coated with adhesive or is provided with double faced adhesive tape.
Node installed by Side fascia the most according to claim 6, it is characterised in that described sealing member is square
Shape mount structure, four limits of described sealing member match with the end face of lower Side fascia.
Node installed by Side fascia the most according to claim 7, it is characterised in that described upper Side fascia
The end face of bottom surface and lower Side fascia is matsurface.
Node installed by Side fascia the most according to claim 8, it is characterised in that described wainscot sheathing top
It is provided with at least one blind hole.
Node installed by Side fascia the most according to claim 9, it is characterised in that described injected hole is
Hollow hole or pre-buried hollow bushing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610378651.3A CN105908878A (en) | 2016-05-31 | 2016-05-31 | External wall panel mounting joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610378651.3A CN105908878A (en) | 2016-05-31 | 2016-05-31 | External wall panel mounting joint |
Publications (1)
Publication Number | Publication Date |
---|---|
CN105908878A true CN105908878A (en) | 2016-08-31 |
Family
ID=56742887
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610378651.3A Pending CN105908878A (en) | 2016-05-31 | 2016-05-31 | External wall panel mounting joint |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105908878A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110331788A (en) * | 2019-06-29 | 2019-10-15 | 河南强耐新材股份有限公司 | A kind of assembled combined wall board bottom water flush joint connection method |
CN110528711A (en) * | 2019-09-26 | 2019-12-03 | 长沙远大住宅工业集团股份有限公司 | The connecting node of caisson |
CN111519757A (en) * | 2020-04-16 | 2020-08-11 | 闫旺升 | Assembled concrete building connection structure |
CN111677144A (en) * | 2020-04-27 | 2020-09-18 | 中国一冶集团有限公司 | Outer wall panel PC component assembling construction method and outer wall panel PC component |
CN113216450A (en) * | 2021-05-25 | 2021-08-06 | 中冶交投善筑成都装配式建筑科技发展有限公司 | Energy-consumption self-recovery wallboard structure and installation method |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201386329Y (en) * | 2009-02-27 | 2010-01-20 | 张剑 | Structural system of novel fabricated shear wall and occluding floorslab |
CN101806099A (en) * | 2010-03-12 | 2010-08-18 | 南通建筑工程总承包有限公司 | Vertical joint waterproofing node of exterior wall |
CN201738600U (en) * | 2010-06-04 | 2011-02-09 | 北京万科企业有限公司 | Assembled integrated type building |
CN104060717A (en) * | 2014-07-03 | 2014-09-24 | 天津大学建筑设计研究院 | Disassembling and assembling method for assembly shearing wall structure wall board |
CN204551820U (en) * | 2015-01-27 | 2015-08-12 | 安徽同济建设集团有限责任公司 | precast wall body |
CN206034677U (en) * | 2016-05-31 | 2017-03-22 | 中民筑友科技投资有限公司 | Side fascia installation node |
-
2016
- 2016-05-31 CN CN201610378651.3A patent/CN105908878A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201386329Y (en) * | 2009-02-27 | 2010-01-20 | 张剑 | Structural system of novel fabricated shear wall and occluding floorslab |
CN101806099A (en) * | 2010-03-12 | 2010-08-18 | 南通建筑工程总承包有限公司 | Vertical joint waterproofing node of exterior wall |
CN201738600U (en) * | 2010-06-04 | 2011-02-09 | 北京万科企业有限公司 | Assembled integrated type building |
CN104060717A (en) * | 2014-07-03 | 2014-09-24 | 天津大学建筑设计研究院 | Disassembling and assembling method for assembly shearing wall structure wall board |
CN204551820U (en) * | 2015-01-27 | 2015-08-12 | 安徽同济建设集团有限责任公司 | precast wall body |
CN206034677U (en) * | 2016-05-31 | 2017-03-22 | 中民筑友科技投资有限公司 | Side fascia installation node |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110331788A (en) * | 2019-06-29 | 2019-10-15 | 河南强耐新材股份有限公司 | A kind of assembled combined wall board bottom water flush joint connection method |
CN110528711A (en) * | 2019-09-26 | 2019-12-03 | 长沙远大住宅工业集团股份有限公司 | The connecting node of caisson |
CN111519757A (en) * | 2020-04-16 | 2020-08-11 | 闫旺升 | Assembled concrete building connection structure |
CN111677144A (en) * | 2020-04-27 | 2020-09-18 | 中国一冶集团有限公司 | Outer wall panel PC component assembling construction method and outer wall panel PC component |
CN113216450A (en) * | 2021-05-25 | 2021-08-06 | 中冶交投善筑成都装配式建筑科技发展有限公司 | Energy-consumption self-recovery wallboard structure and installation method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206034677U (en) | Side fascia installation node | |
CN104563288B (en) | Reinforced concrete frame gridding slab prefabricated energy-saving house | |
CN105908878A (en) | External wall panel mounting joint | |
CN105863103A (en) | Outer wallboard mounting node | |
CN102168455B (en) | Horizontal seam U-shaped closed rib junction structure of assembled shear wall structure | |
CN205976143U (en) | Side fascia installation node | |
CN202012136U (en) | U-shaped closed rib connection structure for horizontal seam of assembling shear wall structure | |
CN206189870U (en) | Improves construction quality, | |
CN108678279A (en) | Based on the built-in assembled architecture and its construction method for leading to high bellows prefabricated panel | |
CN110761322A (en) | Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof | |
CN105672479B (en) | One kind assembles detachable building structure and construction technique entirely | |
CN208981531U (en) | A kind of prefabricated assembled parapet connection structure | |
CN107575033A (en) | Assembling type steel structure prefabricated outer wall panel is prefabricated and construction method | |
CN105971154A (en) | Installation joint for outer wallboards | |
CN207348239U (en) | Connecting node waterproof construction | |
CN207582659U (en) | A kind of assembled caisson of toilet, caisson soil stack pore structure and caisson placing structure | |
CN105863135A (en) | Mounting node for external wall panel | |
CN105863085A (en) | External wall panel waterproof joint | |
CN205976057U (en) | Side fascia installation node | |
CN210797910U (en) | Prefabricated plate prefabricated with waterproof structure | |
CN206034702U (en) | Outer waterproof wall panel node | |
CN206189676U (en) | Side fascia installation node | |
CN105971152A (en) | Installation joint for outer wallboards | |
CN205975951U (en) | Side fascia installation node | |
CN105971155A (en) | Installation joint for outer wallboards |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160831 |
|
RJ01 | Rejection of invention patent application after publication |