CN105971154A - Installation joint for outer wallboards - Google Patents
Installation joint for outer wallboards Download PDFInfo
- Publication number
- CN105971154A CN105971154A CN201610377682.7A CN201610377682A CN105971154A CN 105971154 A CN105971154 A CN 105971154A CN 201610377682 A CN201610377682 A CN 201610377682A CN 105971154 A CN105971154 A CN 105971154A
- Authority
- CN
- China
- Prior art keywords
- side fascia
- splash guard
- notch
- lower side
- insulation layer
- 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
- 238000009434 installation Methods 0.000 title abstract description 7
- 238000011065 in-situ storage Methods 0.000 claims abstract description 14
- 210000003195 fascia Anatomy 0.000 claims description 173
- 238000009413 insulation Methods 0.000 claims description 62
- 239000011440 grout Substances 0.000 claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 239000002002 slurry Substances 0.000 claims description 12
- 210000003205 muscle Anatomy 0.000 claims description 8
- 239000006260 foam Substances 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 5
- 238000007373 indentation Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 22
- 238000010276 construction Methods 0.000 abstract description 12
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000004321 preservation Methods 0.000 abstract 3
- 238000000034 method Methods 0.000 description 19
- 239000000463 material Substances 0.000 description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 239000003292 glue Substances 0.000 description 8
- 238000011900 installation process Methods 0.000 description 6
- 238000003032 molecular docking Methods 0.000 description 6
- 230000007797 corrosion Effects 0.000 description 5
- 238000005260 corrosion Methods 0.000 description 5
- 230000008595 infiltration Effects 0.000 description 4
- 238000001764 infiltration Methods 0.000 description 4
- 229920003023 plastic Polymers 0.000 description 4
- 239000004033 plastic Substances 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000004078 waterproofing Methods 0.000 description 3
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000013536 elastomeric material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000009955 starching Methods 0.000 description 2
- 229920002472 Starch Polymers 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
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
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
-
- 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
- E04B1/6806—Waterstops
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
Abstract
The invention belongs to the field of building structures and discloses an installation joint for outer wallboards. The installation joint for the outer wallboards comprises the upper outer wallboard, the lower outer wallboard and a floor slab. The floor slab is arranged on the lower outer wallboard in an overlapping mode. A cast-in-situ layer is arranged on the top of the lower outer wallboard in a poured mode. The upper outer wallboard and the lower outer wallboard each comprise at least an outer impeller plate, a heat preservation layer and a structure layer. The heat preservation layer is arranged between the outer impeller plate and the structure layer. The upper outer wallboard and the lower outer wallboard are connected through a grouting sleeve. A notch is formed in the upper outer wallboard. A waterproof plate is arranged between the upper outer wallboard and the lower outer wallboard. One side of the waterproof plate is arranged between the heat preservation layer and the outer impeller plate of the lower outer wallboard, and the other side of the waterproof plate extends towards the notch. At least part of the waterproof plate extends into the notch. According to the installation joint for the outer wallboards, construction is convenient, the waterproof effect is good, and the production efficiency and building quality are improved.
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 Assembling, thus
Standardization can be realized, and quality controllable, efficient quick.At present, how employing shear wall structures are as external wall panel structure system, but
Being that the external wall panel structure system productivity ratio of current shear wall structure is relatively low, artificial input is relatively big, and the labor intensity of workman is relatively big,
And traditional waterproof type is typically to break marine glue at seam crossing, the workload not only constructed is big, and marine glue is over time
There will be aging for a long time, finally result in the generation of drainage, affect 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: the installation node of a kind of Side fascia, including upper Side fascia, lower outside
Wallboard and floor, described floor rides upon on lower Side fascia, and described lower Side fascia top has poured in-situ layer, described upper Side fascia
With lower Side fascia at least include outer impeller, heat-insulation layer and structure sheaf, described heat-insulation layer be arranged at described outer impeller and structure sheaf it
Between, described upper Side fascia and lower Side fascia use grout sleeve to connect, and the vertical muscle of described lower Side fascia is through in-situ layer and stretches into
In the grout sleeve of described upper Side fascia, described grout sleeve pours into slurry and forms the slurry anchor connection joint of steel reinforcement abutting joints；
Described upper Side fascia is provided with notch, is provided with splash guard between described upper Side fascia and lower Side fascia, and the side of described splash guard sets
Putting between the heat-insulation layer and outer impeller of lower Side fascia, extend in another lateral described notch, described splash guard is at least some of
Stretch in described notch.Described floor can be precast floor slab, it is possible to be laminated floor slab, it is also possible to be complete cast-in-place making, when
When floor is laminated floor slab, the above-mentioned in-situ layer poured at lower Side fascia top is the in-situ layer of laminated floor slab.At Side fascia
Assembling during, described splash guard is arranged on lower Side fascia top, splash guard side is inserted into the insulation of lower Side fascia
Between layer and outer impeller, the most preferably contact surface at splash guard Yu outer impeller coats waterproof gasket cement；；Along with upper Side fascia
Dropping place, splash guard stretches in described notch, and the vertical muscle of described lower Side fascia stretches into the grouting of described upper Side fascia through in-situ layer
In sleeve, then it is in the milk in grout sleeve and carries out starching anchor to the vertical muscle inserted in grout sleeve.After assembly completes, now anti-
Water plate serves the effect of the tenon being similar to waterproof tongue and groove, can effectively stop outdoor rain to leak out to indoor, it is provided that reliable
Waterproof guarantee；The setting of splash guard position of the present invention can effectively prevent rainwater along the splicing between upper Side fascia and lower Side fascia
Seam enters the heat-insulation layer of lower Side fascia, thus stops rainwater and flow downwardly to lower section node along heat-insulation layer and walk around splash guard and enter indoor
Possibility, improve further the effect that Side fascia is waterproof.Arranging of splash guard of the present invention is simple and convenient, the prefabrication process of Side fascia
In without designing tongue and groove or other waterproof constructions, simplify mould, be also convenient for the transport of Side fascia simultaneously, it is not necessary to worry flashing member
Transportation is damaged, improves production efficiency and the construction quality of assembled architecture.Preferably, splash guard itself has
Certain flexibility, will not damage due to collision during the docking of such Side fascia, simultaneously the most also will not damaged member, i.e. will not be right
Heat-insulation layer and the architectural surface of Side fascia cause damage.Described notch can be reserved, also during upper Side fascia is prefabricated
Can be to offer in installation process, described notch be preferably provided at heat-insulation layer, so only needs at the bottom of upper Side fascia during assembling
The heat-insulation layer in portion digs up part can form notch, simplifies operational procedure, reduces difficulty of construction simultaneously.After having assembled, in order to
Improve waterproof effect, can be respectively adopted and marine glue or sealing strip in the medial and lateral of upper Side fascia and the junction of lower Side fascia
Block.
Further, the material of described splash guard is rustless steel.Being arranged such, described splash guard is corrosion resistant plate, stainless
Steel plate has preferable water proofing property, and has stronger corrosion resistance, i.e. good endurance, and rigidity is moderate simultaneously, when lifting, on
Side fascia and lower Side fascia collide and are not result in that component and waterproof case itself damage, and itself will not become due to collision
Shape is excessive cannot restore.Should be appreciated that splash guard also can be prepared by other materials, such as elastomeric material, such as plastics, certainly, as adopted
With the splash guard of plastic material, described splash guard exposes the part of lower Side fascia should have certain thickness.
Further, lateral buckling in Side fascia top down Side fascia under described splash guard stretches out lower Side fascia tailing edge.Due to
Described notch is preferably provided at heat-insulation layer, in Side fascia splicing, in order to avoid splash guard to touch with Side fascia as far as possible
Hit, therefore stretch to the splash guard in notch and need to Side fascia medial movement certain distance, therefore by splash guard along lower Side fascia top
Bending inside not downward Side fascia so that splash guard can dock smoothly with notch, simplifies operational procedure, reduces difficulty of construction.
Further, the side indentation in described splash guard is arranged on lower Side fascia.It is arranged such, beneficially splash guard
Installation process in insert smoothly between heat-insulation layer and the outer impeller of lower Side fascia, simple installation.
Further, the outer impeller of described lower Side fascia is close in the side in described splash guard is arranged on lower Side fascia.So
Arrange, reduce the gap between splash guard and the outer impeller of wainscot sheathing as far as possible, prevent rainwater along splash guard and wainscot sheathing siphonal lobe
Gap between plate enters heat-insulation layer, it is preferable that after splash guard inserts lower Side fascia, arrange waterproof sealing in the junction of the two
Glue.
Further, the lateral buckling that described splash guard extends to described notch is U-shaped.It is arranged such, splash guard can be increased
Rigidity, prevent hoisting process splash guard collision deformation excessive, and when cannot restore, affect its waterproof effect.
Further, described splash guard kink in described notch forms U-type groove, is enclosed with foam in described U-type groove
Bar.Being arranged such, splash guard is played fixing supporting role by foam strip, in hoisting process, when splash guard occurs with upper Side fascia
During collision, effective splash guard is excessive because of collision deformation, thus affects waterproof effect.
Further, the lateral buckling that described splash guard extends to described notch, the kink in described notch is inverted " V "
Type.Owing to there will be deviation in the docking operation of Side fascia, the kink of splash guard is that inverted " V " type can reduce anti-as far as possible
Water plate the docking of splash guard and notch in the installation process of the area of the side of upper Side fascia, beneficially Side fascia, to the greatest extent may be used
The splash guard of avoiding of energy collides with upper Side fascia.
Further, described splash guard extends to described notch a lateral buckling also extends to described lower Side fascia top.As
This, the side that splash guard is contacted by the end face of lower Side fascia with lower Side fascia provides certain support force, effectively prevents from lifting
Journey splash guard collision deformation is excessive.When Side fascia is thermal insulation external wall panel, i.e. notch is arranged on heat-insulation layer, and preferably splash guard is to institute
State a lateral buckling of notch extension and extend in described lower Side fascia heat-insulation layer, it is simple to fixing of splash guard.
Further, described notch is arranged on heat-insulation layer, is provided with weather board in described notch, and described weather board side is anchored at
In upper external wall panel structure layer, opposite side extends to the outside of described splash guard.Should be appreciated that outside described splash guard and exterior wall
The outside of plate is consistent, i.e. near outdoor side.Due to long neglected and in disrepair or other reasons, for Side fascia system, rain
Water may enter the heat-insulation layer of lower Side fascia along the splicing seams between upper Side fascia and lower Side fascia, then along insulation sulfate layer flows downhill
Dynamic, until flowing to the lower section node of above-mentioned node, then passing around splash guard and entering indoor.And the reality of technique scheme of the present invention
Execute, the rainwater in heat-insulation layer can be guided to the outside of lower section node waterproof plate, make rainwater along outside splicing seams delivery chamber, thus keep away
Exempt from the generation of above-mentioned phenomenon.Preferably, described weather board self-structure layer is the most downward-sloping, is so conducive to the guiding of rainwater,
Prevent it along weather board to indoor infiltration.
Further, described weather board is close to bottom described upper Side fascia heat-insulation layer.So, one is convenient to setting of weather board
Put, on the other hand avoid weather board in the splicing of wallboard to collide with splash guard.
Further, the medial wall bottom described upper Side fascia heat-insulation layer is positioned at the outside of described splash guard.It is arranged such, when
Rain enters the heat-insulation layer of lower Side fascia along the splicing seams between upper Side fascia and lower Side fascia, then along insulation sulfate layer flows downhill
Dynamic, until flowing to the lower section node of above-mentioned node, owing to the medial wall bottom upper Side fascia heat-insulation layer is positioned at described splash guard
Outside, such rainwater will not walk around splash guard enter indoor, thus stop rainwater along heat-insulation layer flow downwardly to lower section node walk around
Splash guard enters indoor possibility, improves the effect that Side fascia is waterproof further.In order to reach more preferable waterproof effect, it is to avoid rain
Water arrives tailing edge structure sheaf bottom heat-insulation layer and, to indoor infiltration, is preferably offering drip bottom structure sheaf, certainly, described
Drip position on structure sheaf must be positioned at the outside of described splash guard.
Further, described splash guard stretches into the part of described notch is fold-line-shaped or waveform.It is arranged such, can effectively increase
Add the rigidity of splash guard, prevent hoisting process splash guard collision deformation excessive, and when cannot restore, affect its waterproof effect.With
Time, wallboard horizontally-spliced during, the splash guard of polyline shaped is conducive to the connection between splash guard, uses fold-line-shaped of the same race
Steel plate two sections are connected with glue.
Further, described splash guard is provided with at least one for strengthening the fin of splash guard rigidity.It is arranged such, can be effective
Increase the rigidity of splash guard, prevent hoisting process splash guard collision deformation excessive, and when cannot restore, affect its waterproof effect.Institute
Stating fin can be the reinforcement being additionally provided on splash guard, is certainly preferably splash guard itself and is bent to form fin, so
Material can be saved as far as possible, simplify operational procedure simultaneously, reduce cost.
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's is schematic real
Execute example and illustrate for explaining the present invention, being not intended that inappropriate limitation of the present invention.
Fig. 1 is the structural representation that node installed by the Side fascia involved by one embodiment of the present invention；
Fig. 2 is Side fascia waterproofing node partial enlarged drawing involved in Fig. 1；
Fig. 3 is water prevention plate structure schematic diagram involved in Fig. 1；
Fig. 4 is the schematic diagram of the splash guard bag foam strip involved by one embodiment of the present invention；
The structural representation of node installed by Side fascia involved by Fig. 5 another embodiment of the present invention.
In figure:
2 times Side fascia 3 splash guard 4 notches of Side fascia on 1
5 marine glue 6 sealing strip 7 foam strip 8 kinks
11 U-type groove 12 outer impeller 18 weather board 19 drips
20 heat-insulation layer 21 structure sheaf 22 grout sleeves 23 indulge muscle
24 floor 25 in-situ layers
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, should not
Protection scope of the present invention is had any restriction effect.Additionally, those skilled in the art are according to the description of presents, can be right
In presents, the feature in embodiment and in different embodiment carries out respective combination.
The embodiment of the present invention is as follows, sees figures.1.and.2, and a kind of Side fascia installs node, including upper Side fascia 1, lower exterior wall
Plate 2 and floor 24, described floor 24 rides upon on lower Side fascia 2, and described lower Side fascia 2 top has poured in-situ layer 25, described
Upper Side fascia 1 and lower Side fascia 2 at least include that outer impeller 12, heat-insulation layer 20 and structure sheaf 21, described heat-insulation layer 20 are arranged at institute
Stating between outer impeller 12 and structure sheaf 21, described upper Side fascia 1 and lower Side fascia 2 use grout sleeve 22 to connect, described lower outside
The vertical muscle 23 of wallboard 2 through in-situ layer 25 and stretch into described upper Side fascia 1 grout sleeve 22 in, in described grout sleeve 22
Pour into slurry and form the slurry anchor connection joint of steel reinforcement abutting joints；Described upper Side fascia 1 is provided with notch 4, described upper Side fascia 1 and lower outside
Be provided with splash guard 3 between wallboard 2, the side of described splash guard 3 be arranged on lower Side fascia 2 heat-insulation layer 20 and outer impeller 12 it
Between, extending in another lateral described notch 4, described splash guard 3 stretches in described notch 4 at least partially.Described floor 24
Can be precast floor slab, 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, above-mentioned
The in-situ layer 25 that lower Side fascia 2 top pours is the in-situ layer of laminated floor slab.During the assembling of Side fascia, by described anti-
Water plate 3 is arranged on lower Side fascia 2 top, splash guard 3 side is inserted into lower Side fascia 2 heat-insulation layer 20 and outer impeller 12 it
Between, the most preferably contact surface at splash guard 3 with outer impeller 12 coats waterproof gasket cement；Along with the dropping place of upper Side fascia 1, waterproof
Plate 3 stretches in described notch 4, and the vertical muscle 23 of described lower Side fascia 2 stretches into the grouting set of described upper Side fascia 1 through in-situ layer 25
In cylinder 22, then in grout sleeve 22, the vertical muscle 23 inserted in grout sleeve 22 is carried out starching anchor by grouting.After assembly completes, this
Time splash guard 3 serve the effect of the tenon being similar to waterproof tongue and groove, can effectively stop outdoor rain to leak out to indoor, it is provided that
Reliable waterproof guarantee；The setting of splash guard 3 position of the present invention can effectively prevent rainwater along upper Side fascia 1 and lower Side fascia 2
Between splicing seams enter the heat-insulation layer 20 of lower Side fascia 2, thus stop rainwater along heat-insulation layer 20 flow downwardly to lower section node around
Cross splash guard 3 and enter the possibility of indoor, improve the effect that Side fascia is waterproof further.Splash guard 3 of the present invention simple side is set
Just, without designing tongue and groove or other waterproof constructions in the prefabrication process of Side fascia, simplify mould, be also convenient for the fortune of Side fascia simultaneously
Defeated, it is not necessary to worry that flashing member is damaged in transportation, improve production efficiency and the construction quality of assembled architecture.
Preferably, splash guard 3 itself has certain flexibility, will not damage due to collision, the most also during the docking of such Side fascia
Will not damaged member, i.e. heat-insulation layer 20 and the architectural surface of external wallboard will not cause damage.Described notch 4 can be outside upper
Reserve during wallboard 1 is prefabricated, it is also possible to being to offer in installation process, described notch 4 is preferably provided at heat-insulation layer 20, so
Only need the heat-insulation layer 20 bottom by upper Side fascia 1 to dig up part during assembling and can form notch 4, simplify operational procedure, with
Time reduce difficulty of construction.After having assembled, in order to improve waterproof effect, can be in the junction of upper Side fascia 1 and lower Side fascia 2
Medial and lateral are respectively adopted and block with marine glue 5 or sealing strip 6.
On the basis of above-described embodiment, in another embodiment of the present invention, the material of described splash guard 3 is rustless steel.So
Arranging, described splash guard 3 is corrosion resistant plate, and corrosion resistant plate has preferable water proofing property, and has stronger corrosion resistance, i.e.
Good endurance, rigidity is moderate simultaneously, and when lifting, upper Side fascia 1 and lower Side fascia 2 collide and be not result in component and prevent
Water part itself damages, and itself cannot will not restore owing to collision deformation is excessive.Should be appreciated that splash guard 3 also can be by other
Prepared by material, such as elastomeric material, such as plastics, certainly, as used the splash guard 3 of plastic material, described splash guard 3 exposes lower exterior wall
The part of plate 2 should have certain thickness.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1～3, described splash guard 3 stretch out lower outside
Lateral buckling in Side fascia 2 top down Side fascia 2 under wallboard 2 tailing edge.Owing to described notch 4 is preferably provided at heat-insulation layer 20,
In Side fascia splicing, in order to avoid splash guard 3 to collide with Side fascia as far as possible, therefore stretch to the splash guard 3 in notch 4
Need to Side fascia medial movement certain distance, therefore by splash guard 3 along bending inside lower Side fascia 2 top down Side fascia 2, make
Obtain splash guard 3 to dock smoothly with notch 4, simplify operational procedure, reduce difficulty of construction.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 3, described splash guard 3 is arranged on lower exterior wall
Side indentation in plate 2.It is arranged such, the installation process of splash guard 3 is beneficially inserted the insulation of lower Side fascia 2 smoothly
Between layer 20 and outer impeller 12, simple installation.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 2, described splash guard 3 is arranged on lower exterior wall
The outer impeller 12 of described lower Side fascia 2 is close in side in plate 2.It is arranged such, reduces outside splash guard 3 and wainscot sheathing as far as possible
Gap between impeller 12, prevents rainwater from entering heat-insulation layer 20 along the gap between the outer impeller 12 of splash guard 3 and wainscot sheathing, excellent
Choosing, after splash guard 3 inserts lower Side fascia 2, arranges waterproof gasket cement in the junction of the two.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1～3, described splash guard 3 is to described groove
The lateral bucklings that mouth 4 extends are U-shaped.It is arranged such, the rigidity of splash guard 3 can be increased, prevent hoisting process splash guard 3 collision from becoming
Shape is excessive, and affects its waterproof effect when cannot restore.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 2 and Fig. 4, described splash guard 3 is described
Kink 8 in notch 4 forms U-type groove 11, is enclosed with foam strip 7 in described U-type groove 11.Being arranged such, foam strip 7 is to waterproof
Plate 3 plays fixing supporting role, and in hoisting process, when splash guard 3 collides with upper Side fascia 1, effective splash guard 3 is because touching
Hit deformation excessive, thus affect waterproof effect.
On the basis of above-described embodiment, in another embodiment of the present invention, described splash guard 3 extends to described notch 4
One lateral buckling, the kink 8 in described notch 4 is in inverted " V " type.Owing to there will be deviation in the docking operation of Side fascia,
The kink 8 of splash guard 3 can reduce the splash guard 3 area near the side of upper Side fascia 1 as far as possible in inverted " V " type, favorably
The docking of splash guard 3 and notch 4 in the installation process of Side fascia, avoids splash guard 3 to touch with upper Side fascia 1 as far as possible
Hit.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 2, described splash guard 3 is to described notch 4
Extend a lateral buckling and extend to described lower Side fascia 2 top.So, the end face of lower Side fascia 2 is to splash guard 3 and lower exterior wall
The side of plate 2 contact provides certain support force, effectively prevents hoisting process splash guard 3 collision deformation excessive.When Side fascia is
During thermal insulation external wall panel, i.e. notch 4 is arranged on a lateral buckling that heat-insulation layer 20, preferably splash guard 3 extend to described notch 4 and extends
To described lower Side fascia 2 heat-insulation layer 20, it is simple to fixing of splash guard 3.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 5, described notch 4 is arranged on heat-insulation layer
20, it is provided with weather board 18 in described notch 4, described weather board 18 side is anchored in Side fascia 1 structure sheaf 21, and opposite side prolongs
Extend the outside of described splash guard 3.Should be appreciated that outside described splash guard 3 consistent with the outside of Side fascia, i.e. near outdoor
Side.Due to long neglected and in disrepair or other reasons, for Side fascia system, rainwater may along upper Side fascia 1 with lower outside
Splicing seams between wallboard 2 enters the heat-insulation layer 20 of lower Side fascia 2, then flows downward along heat-insulation layer 20, until flowing to above-mentioned
The lower section node of node, then passes around splash guard 3 and enters indoor.And the enforcement of technique scheme of the present invention, can be by heat-insulation layer
Rainwater in 20 guides the outside to lower section node waterproof plate 3, makes rainwater along outside splicing seams delivery chamber, thus avoids above-mentioned phenomenon
Generation.Preferably, described weather board 18 self-structure layer 21 is the most downward-sloping, is so conducive to the guiding of rainwater, prevents it
Along weather board 18 to indoor infiltration.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 5, described weather board 18 is close to described
Bottom upper Side fascia 1 heat-insulation layer 20.So, one is convenient to the setting of weather board 18, on the other hand avoids the splicing of wallboard
Middle weather board 18 collides with splash guard 3.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1, described upper Side fascia 1 heat-insulation layer 20 end
The medial wall in portion is positioned at the outside of described splash guard 3.It is arranged such, when rain is along between upper Side fascia 1 and lower Side fascia 2
Splicing seams enters the heat-insulation layer 20 of lower Side fascia 2, then flows downward along heat-insulation layer 20, until flowing to the lower section joint of above-mentioned node
Point, owing to the medial wall bottom upper Side fascia 1 heat-insulation layer 20 is positioned at the outside of described splash guard 3, such rainwater will not be walked around anti-
Water plate 3 enters indoor, thus stop rainwater along heat-insulation layer 20 flow downwardly to that lower section node walks around that splash guard 3 enters indoor can
Can, improve the effect that Side fascia is waterproof further.In order to reach more preferable waterproof effect, it is to avoid rainwater arrives bottom heat-insulation layer 20
Tailing edge structure sheaf 21, to indoor infiltration, is preferably offering drip 19 bottom structure sheaf 21, and certainly, described drip 19 exists
Position on structure sheaf 21 must be positioned at the outside of described splash guard 3.The medial wall of the bottom of heat-insulation layer 20 is positioned at described splash guard 3
Outside, it is achieved mode can be to do thin by heat-insulation layer 20 entirety, can be only additionally do bottom heat-insulation layer 20 thin, now,
Bottom structure sheaf 21 the most thickening, splash guard 3 the most also can be arranged on the inner side of heat-insulation layer 20, but be so not easy to splash guard
Offering of the setting of 3 and notch 4.
On the basis of above-described embodiment, in another embodiment of the present invention, described splash guard 3 stretches into the portion of described notch 4
Divide in fold-line-shaped or waveform.It is arranged such, the rigidity of splash guard 3 can be effectively increased, prevent hoisting process splash guard 3 collision from becoming
Shape is excessive, and affects its waterproof effect when cannot restore.Meanwhile, wallboard horizontally-spliced during, the splash guard 3 of polyline shaped
Be conducive to the connection between splash guard 3, use the steel plate of fold-line-shaped of the same race to connect two sections with glue.
On the basis of above-described embodiment, in another embodiment of the present invention, described splash guard 3 is provided with at least one for adding
The fin of strong splash guard 3 rigidity.It is arranged such, the rigidity of splash guard 3 can be effectively increased, prevent hoisting process splash guard 3 from colliding
Deform excessive, and when cannot restore, affect its waterproof effect.Described fin can be the reinforcement being additionally provided on splash guard 3
Part, is certainly preferably splash guard 3 and itself is bent to form fin, so can save material as far as possible, simplify operational procedure simultaneously,
Reduce cost.
On the basis of above-described embodiment, in another embodiment of the present invention, the inwall of described grout sleeve 22 is provided with 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 grouting set
Cylinder 22 wall thickness, save material.In the case of external diameter is identical, reduces wall thickness simultaneously, adds grouting material so that grouting is more encrypted
Real, reinforcing bar is higher with the adhesive property of grout sleeve 22 entirety.Additionally, the slurry poured into is formed and sleeve in grout sleeve 22
The lock solid structure that interior sky and steel lobe match, is greatly improved the anchorage reliability of reinforcing bar.
On the basis of above-described embodiment, in another embodiment of the present invention, described steel lobe offered slurry hole or led stock tank.
Cross to starch hole or lead arranging of stock tank and on the one hand ensure that grouting material has enough flowing spaces in time connecting end flowing, substantial whole filling
Slurry sleeve, can connect into entirety simultaneously by the grouting material in the gap between steel lobe, increases between grout sleeve 22 and grouting material
Adhesion, 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 grout sleeve
22 circumferentially disposed.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 for the ordinary skill people of the art
For Yuan, 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
It is considered 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 laminated floor slab, described floor rides upon lower exterior wall
On plate, described lower Side fascia top has poured in-situ layer, described upper Side fascia and lower Side fascia and has at least included outer impeller, heat-insulation layer
And structure sheaf, described heat-insulation layer is arranged between described outer impeller and structure sheaf, and described upper Side fascia and lower Side fascia use and fill
Slurry sleeve connection, it is characterised in that the vertical muscle of described lower Side fascia passes in-situ layer and stretches into the grouting set of described upper Side fascia
In cylinder, described grout sleeve pours into slurry and forms the slurry anchor connection joint of steel reinforcement abutting joints；Described upper Side fascia is provided with notch,
Be provided with splash guard between described upper Side fascia and lower Side fascia, the side of described splash guard be arranged on the heat-insulation layer of lower Side fascia with
Between outer impeller, extending in another lateral described notch, described splash guard stretches in described notch at least partially.
Node installed by Side fascia the most according to claim 1, it is characterised in that described splash guard stretches out lower Side fascia tailing edge
Lateral buckling in lower Side fascia top down Side fascia.
Node installed by Side fascia the most according to claim 2, it is characterised in that described splash guard is arranged in lower Side fascia
Side indentation.
Node installed by Side fascia the most according to claim 3, it is characterised in that described splash guard is arranged in lower Side fascia
Side be close to the outer impeller of described lower Side fascia.
Node installed by Side fascia the most according to claim 4, it is characterised in that described splash guard extends to described notch
One lateral buckling is U-shaped.
Node installed by Side fascia the most according to claim 5, it is characterised in that curved in described notch of described splash guard
Folding part forms U-type groove, is enclosed with foam strip in described U-type groove.
Node installed by Side fascia the most according to claim 2, it is characterised in that described splash guard extends to described notch
One lateral buckling, the kink in described notch is inverted " V " type.
8. according to the Side fascia described in claim 5～7 any one, node is installed, it is characterised in that described splash guard is to institute
State a lateral buckling of notch extension and extend to described lower Side fascia top.
Node installed by Side fascia the most according to claim 8, it is characterised in that described notch is arranged on heat-insulation layer, described
Being provided with weather board in notch, described weather board side is anchored in external wall panel structure layer, and opposite side extends to described splash guard
Outside.
Node installed by Side fascia the most according to claim 8, it is characterised in that bottom described upper Side fascia heat-insulation layer
Medial wall is positioned at the outside of described splash guard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610377682.7A CN105971154A (en) | 2016-05-31 | 2016-05-31 | Installation joint for outer wallboards |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610377682.7A CN105971154A (en) | 2016-05-31 | 2016-05-31 | Installation joint for outer wallboards |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971154A true CN105971154A (en) | 2016-09-28 |
Family
ID=57011328
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610377682.7A Pending CN105971154A (en) | 2016-05-31 | 2016-05-31 | Installation joint for outer wallboards |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105971154A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368345A (en) * | 2016-10-26 | 2017-02-01 | 湖南亿迈节能科技有限公司 | Assembled non-bearing wall and construction method thereof |
| CN107620305A (en) * | 2017-08-11 | 2018-01-23 | 汤始建华建材（苏州）有限公司 | A kind of concrete-pile joint |
| CN107700698A (en) * | 2017-09-27 | 2018-02-16 | 成都中机盈科科技有限公司 | A kind of construction wall attachment means |
| CN114215264A (en) * | 2021-12-24 | 2022-03-22 | 中国建筑第五工程局有限公司 | Prefabricated wallboard and assembling process |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN102758509A (en) * | 2012-07-10 | 2012-10-31 | 长春工程学院 | Horizontal seam waterproof plate of prefabricated exterior wall cladding |
| CN103266669A (en) * | 2013-04-16 | 2013-08-28 | 中天建设集团有限公司 | Treatment structure of heat insulation cotton seam |
| 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 |
| CN205116466U (en) * | 2015-10-21 | 2016-03-30 | 长沙远大住宅工业集团有限公司 | Waterproof construction of node is hung futilely to assembly type structure outer wall |
| CN205776961U (en) * | 2016-05-31 | 2016-12-07 | 中民筑友科技投资有限公司 | Node installed by a kind of Side fascia |
-
2016
- 2016-05-31 CN CN201610377682.7A patent/CN105971154A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN102758509A (en) * | 2012-07-10 | 2012-10-31 | 长春工程学院 | Horizontal seam waterproof plate of prefabricated exterior wall cladding |
| CN103266669A (en) * | 2013-04-16 | 2013-08-28 | 中天建设集团有限公司 | Treatment structure of heat insulation cotton seam |
| 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 |
| CN205116466U (en) * | 2015-10-21 | 2016-03-30 | 长沙远大住宅工业集团有限公司 | Waterproof construction of node is hung futilely to assembly type structure outer wall |
| CN205776961U (en) * | 2016-05-31 | 2016-12-07 | 中民筑友科技投资有限公司 | Node installed by a kind of Side fascia |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368345A (en) * | 2016-10-26 | 2017-02-01 | 湖南亿迈节能科技有限公司 | Assembled non-bearing wall and construction method thereof |
| CN106368345B (en) * | 2016-10-26 | 2018-09-18 | 湖南亿迈节能科技有限公司 | Assembled non-bearing wall body and its construction method |
| CN107620305A (en) * | 2017-08-11 | 2018-01-23 | 汤始建华建材（苏州）有限公司 | A kind of concrete-pile joint |
| CN107700698A (en) * | 2017-09-27 | 2018-02-16 | 成都中机盈科科技有限公司 | A kind of construction wall attachment means |
| CN114215264A (en) * | 2021-12-24 | 2022-03-22 | 中国建筑第五工程局有限公司 | Prefabricated wallboard and assembling process |
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Application publication date: 20160928 |
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