CN105863136A - Outer wallboard mounting node - Google Patents
Outer wallboard mounting node Download PDFInfo
- Publication number
- CN105863136A CN105863136A CN201610377513.3A CN201610377513A CN105863136A CN 105863136 A CN105863136 A CN 105863136A CN 201610377513 A CN201610377513 A CN 201610377513A CN 105863136 A CN105863136 A CN 105863136A
- Authority
- CN
- China
- Prior art keywords
- side fascia
- plate
- insulation layer
- connecting plate
- 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
- 238000009413 insulation Methods 0.000 claims abstract description 62
- 238000004873 anchoring Methods 0.000 claims abstract description 47
- 238000011065 in-situ storage Methods 0.000 claims abstract description 31
- 210000003195 fascia Anatomy 0.000 claims description 190
- 239000011440 grout Substances 0.000 claims description 27
- 230000001012 protector Effects 0.000 claims description 11
- 238000003780 insertion Methods 0.000 claims description 8
- 230000037431 insertion Effects 0.000 claims description 8
- 239000002002 slurry Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000010792 warming Methods 0.000 claims description 4
- 238000010079 rubber tapping Methods 0.000 claims description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 12
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 14
- 238000011900 installation process Methods 0.000 description 11
- 238000010276 construction Methods 0.000 description 9
- 230000006378 damage Effects 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 230000007797 corrosion Effects 0.000 description 6
- 238000005260 corrosion Methods 0.000 description 6
- 238000003032 molecular docking Methods 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 6
- 239000003292 glue Substances 0.000 description 5
- 230000008595 infiltration Effects 0.000 description 5
- 238000001764 infiltration Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 238000005253 cladding Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 238000004078 waterproofing Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 230000035882 stress Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 241000406668 Loxodonta cyclotis Species 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000003141 lower extremity Anatomy 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
- 239000002699 waste material Substances 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
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
-
- 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
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- 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
Abstract
The invention belongs to the field of building structures and particularly discloses an outer wallboard mounting node. The outer wallboard mounting node comprises an upper outer wallboard, a lower outer wallboard and a transverse beam, wherein each of the upper outer wallboard and the lower outer wallboard at least comprises a heat insulation layer and a structural layer; the outer wallboard mounting nod further comprises a connection part fixed on the upper outer wallboard; the connection part comprises a connection plate and an anchoring part; a limiting part is arranged at the upper part of the connection plate; the anchoring part is located at the lower part of the connection plate and is connected with the connection plate; a cast-in-situ layer is arranged at the upper end of the transverse beam; the anchoring part is anchored in the cast-in-situ layer; the limiting part is inserted into the upper outer wallboard from the bottom end of the upper outer wallboard; a mortise is arranged at the bottom of the heat insulation layer of the upper outer wallboard, and the top of the heat insulation layer of the lower outer wallboard protrudes to form a tenon; the tenon stretches into the mortise; and a hard plate covers the surface of the tenon. The outer wallboard mounting node is convenient to construct, and is good in waterproof effect and firm, so that the production efficiency and the building quality of assembling type buildings 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 on-the-spot group
Dress, thus standardization can be realized, and quality controllable, efficient quick.At present, in the installation process of Side fascia
In, generally there are two kinds of methods, one is that wet extension connects, the connection reinforcing bar epimere being embedded in Side fascia stretch
Enter the in-situ layer on composite beam top, carry out the fixing connection of cast-in-place concrete, this simple use bar connecting
Mode built on the sand, and is easily generated error, skew in building concrete construction, and later stage installation is not easy to repair
Just；Another way uses cladding connection, buries longer dowel or steel plate connector, anchor in Side fascia underground
Muscle or steel plate connector are rigidly connected with the another kind of built-in fitting being embedded in Vierendeel girder by angle steel, this
The mode of kind is shorter relative to the duration, but installs inconvenience, and when design, built-in fitting carries out pre-buried according to preset space length,
Require that design size is very accurate, be otherwise difficult to dock successfully, once do not dock, not only time-consuming work consuming,
Even cause Side fascia to mount, cause waste.
Meanwhile, during the assembled in situ of precast wall panel, its stitching portion to be carried out water-proofing treatment, it is to avoid
Rainwater penetrates into indoor along the splicing seams of Side fascia, if infiltration phenomenon is serious simultaneously, connecting portion will be caused to dredge
Pine, life-time service causes effective bearing load ability of precast facade to decline, brings great hidden dangers in project.
Waterproof being typically of traditional out-hung panel breaks marine glue at seam crossing, and 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 assembled and build
The water resistance built and construction quality.
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 crossbeam, described upper Side fascia and lower Side fascia at least include heat-insulation layer and structure sheaf, described outside
Wallboard is installed node and is also included the connector for fixing upper Side fascia, and described connector includes connecting plate and anchor
Firmware, described connecting plate top is provided with locating part, and described anchoring piece is positioned at connecting plate bottom and connecting plate
Be connected, described crossbeam upper end is provided with in-situ layer, and described anchoring piece is anchored in in-situ layer, described locating part by
Upper Side fascia bottom is inserted in upper Side fascia；Be provided with tongue-and-groove bottom described upper Side fascia heat-insulation layer, described lower outside
Wallboard heat-insulation layer top is protruded and is formed tenon, and described tenon stretches in described tongue-and-groove, and described tenon surface wraps
There is hard plate.During the assembling of Side fascia, after lower Side fascia dropping place, described hard plate is by lower exterior wall
The projection parcel of plate heat-insulation layer, under the most also just can inciting somebody to action with hard plate before Side fascia assembles, Side fascia is protected
The projection parcel of temperature layer, does not so result in damage in transportation yet.In work progress, existing
Water before layer do not pours, described anchoring piece is fixed on position to be poured, then casting concrete, along with
The solidification of in-situ layer concrete, anchoring piece is fixedly connected in in-situ layer, along with the dropping place of upper Side fascia, under
The projection of Side fascia heat-insulation layer, i.e. tenon stretch in described tongue-and-groove, described locating part insert described upper outside
In wallboard, upper Side fascia is played a supporting role by such connector, bears its fractional load.After assembly completes,
Tenon now can effectively stop outdoor rain to leak out to indoor, it is provided that reliable waterproof guarantee；The present invention
Hot bridge cut-off more thoroughly, uses hard plate that lower Side fascia heat-insulation layer is stretched into the portion envelops in described tongue-and-groove, resistance to
For a long time property is good, will not damage due to collision during Side fascia docking, the most also will not damaged member, i.e.
Heat-insulation layer and the architectural surface of external wallboard will not cause damage.Described tongue-and-groove can be prefabricated at upper Side fascia
During reserved, it is also possible to being to offer in installation process, described tongue-and-groove is preferably provided at heat-insulation layer, so
Only need the heat-insulation layer bottom by upper Side fascia to dig up part during assembling and can form tongue-and-groove, simplify construction journey
Sequence, reduces difficulty of construction simultaneously.After having assembled, in order to improve waterproof effect, can upper Side fascia and under
The medial and lateral of the junction of Side fascia are respectively adopted and block with marine glue or sealing strip.Above-mentioned waterproof side
Formula had both gone for frame system and had been equally applicable to shear wall system.
Further, prepared by described hard plate waterproof material.It is arranged such, rainwater edge can be prevented to a certain extent
Splicing seams between upper Side fascia and lower Side fascia enters the heat-insulation layer of lower Side fascia, improves Side fascia further
Waterproof effect.
Further, described hard plate is corrosion resistant plate.Corrosion resistant plate has preferable water proofing property, and has relatively
Strong corrosion resistance, i.e. good endurance, rigidity is moderate simultaneously, when lifting, upper Side fascia and lower Side fascia
Collide and be not result in that component and waterproof case itself damage, and itself will not be excessive due to collision deformation
Cannot restore.
Further, described heat-insulation layer is XPS warming plate.XPS warming plate has high thermal resistance, low linear, swollen
The low feature of swollen ratio, the rate of closed hole of its structure has reached more than 99%, is to be same as building heat preservation preferred materials.
Further, described hard plate is U-shaped, and the both sides of described hard plate are inserted in described heat-insulation layer.So
Arranging, beneficially hard plate is fixing.
Further, described hard plate bends and downward exterior wall away from the side of structure sheaf at lower Side fascia top
Extend outside plate.Preferably, extend to lateral wall the downward bending of lower Side fascia laterally, thus stop rain
Water flows downwardly to lower section node along heat-insulation layer and walks around the possibility that tenon entrance is indoor.
Further, described hard plate bends at lower Side fascia top near the side of structure sheaf and downward exterior wall
Extend inside plate.It is arranged such, increases the contact area of hard plate and the top of lower Side fascia, to hard plate
The side contacted with lower Side fascia provides certain support force, effectively prevents hoisting process tenon collision deformation mistake
Greatly.
Further, described tongue-and-groove is arranged on heat-insulation layer, is provided with weather board, described weather board one in described tongue-and-groove
Side is anchored in external wall panel structure layer, and opposite side extends to the outside of described tenon.Should be appreciated that described
The outside of tenon consistent with the outside of Side fascia, i.e. near outdoor side.Due to long neglected and in disrepair or its
His reason, for Side fascia system, rainwater may be along the splicing seams between upper Side fascia and lower Side fascia
Enter the heat-insulation layer of lower Side fascia, then flow downward along heat-insulation layer, until flowing to the lower section joint of above-mentioned node
Point, then passes around tenon and enters indoor.And the enforcement of technique scheme of the present invention, can be by heat-insulation layer
Rainwater guides to the outside of lower section node tenon, makes rainwater along outside splicing seams delivery chamber, thus avoids above-mentioned existing
The generation of elephant.
Further, described weather board by structure sheaf towards downward-sloping outside described Side fascia.It is arranged such, has
It is beneficial to guide to tenon rainwater, prevents rainwater 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 lead
The setting of water plate, on the other hand avoids weather board in the splicing of wallboard to collide with tenon.
Further, the medial wall bottom described upper Side fascia heat-insulation layer is positioned at the outside of described tenon.So set
Put, when rain enters the heat-insulation layer of lower Side fascia along the splicing seams between upper Side fascia and lower Side fascia, so
Tailing edge heat-insulation layer flows downward, until flowing to the lower section node of above-mentioned node, at the bottom of upper Side fascia heat-insulation layer
The medial wall in portion is positioned at the outside of described tenon, and such rainwater will not be walked around tenon and enter indoor, thus stops
Rainwater flows downwardly to lower section node along heat-insulation layer and walks around the possibility that tenon entrance is indoor, improves Side fascia further
Waterproof effect.In order to reach more preferable waterproof effect, it is to avoid rainwater arrives tailing edge structure sheaf bottom heat-insulation layer
To indoor infiltration, preferably offering drip bottom structure sheaf, certainly, described drip is at structure sheaf
On position must be positioned at the outside of described tenon.
Further, it is embedded with the securing member for fixing described locating part in described upper Side fascia.At Side fascia
Installation process in, by connector, the in-situ layer of upper Side fascia with crossbeam top is connected, securing member pre-
Bury the locating part facilitating insertion in Side fascia to be reliably connected with the formation of upper Side fascia.
Further, described securing member is grout pipe, and described grout pipe connects bottom and the sidewall of described cornice sheathing,
Described locating part is inserted in described grout pipe by upper Side fascia bottom, is perfused with slurry in described grout pipe.Hang
Described locating part is made to be inserted in described grout pipe by upper Side fascia bottom, then during loading onto Side fascia
Pouring into slurry from the other end of grout pipe, upper Side fascia is played a supporting role by such connector, bears its portion
Divide load.Instant invention overcomes the defect of conventional outer wall plate mounting means, be not only connected firmly, and install
Convenient.
Further, described securing member is for connecting box, and the base plate of described connection box is provided with insertion hole, described spacing
Part inserts in described connection box behind described insertion hole.Make described spacing in lifting during Side fascia
Part is inserted in described connection box by upper Side fascia bottom, and upper Side fascia is played a supporting role by such connector,
Bear its fractional load.Upper Side fascia local can be strengthened by pre-buried connection box, then at upper Side fascia
During dropping place, connecting portion will not break up upper Side fascia concrete owing to local stress is excessive, is simultaneously connected with box
Base plate contacts with connector, can meet the requirement of local compression.It should be noted that, in order to make locating part
Box docking is convenient with being connected, and the insertion size in hole, position and shape that described connection box plate is offered can bases
The concrete condition of installation process and set.
Further, described anchoring piece one end is connected with connecting plate, and the other end extends to the direction away from adjustable member,
Described anchoring piece is parallel with connecting plate.In the past in order to increase anchoring piece anchor force in in-situ layer, therefore by anchor
Firmware is arranged to the mode vertical with connecting plate, as far as possible increase the anchoring piece extension elongation at in-situ layer, but
Owing to being embedded with the reinforcing bars such as elongated muscle, stirrup in in-situ layer, reinforcing bar is closeer, more, anchoring often occurs
The situation that part is fought with embedded bar position, has a strong impact on installation effectiveness.The present invention anchoring piece is arranged to
The mode that connecting plate is parallel, so, it is not deep that anchoring piece stretches to the position in in-situ layer, can be prevented effectively from
In installation process, anchoring piece is fought with the reinforcement location in in-situ layer, does not i.e. have anchoring piece and dodges pre-buried
Reinforcing bar and causing cannot ensure the situation of connecting plate and the link position of cladding panel, increases efficiency of construction.Certainly,
In order to increase anchor force, by the way of welding, embedded bar can be connected with anchoring piece.
Further, the anchoring supporting leg that described anchoring piece is be arranged in parallel by two or more is constituted.It is arranged such, anchor
There is gap between clamped lower limb, anchoring piece can be avoided further to fight with embedded bar position.
Further, described connector also includes adjustable member, and connecting plate described in described adjustable member cross-under also can be relative
Connecting plate moves at vertical direction.The fine setting of the height being provided for Side fascia of adjustable member, by upper exterior wall
Plate is fixed on predetermined installation site so that the installation of Side fascia is the most accurate, careful.
Further, described adjustable member include the screw that is opened on connecting plate and with described screw with the use of
Screw rod, screw described in described screw rod cross-under also can moving axially along described screw.It is arranged such, by turning
Dynamic screw rod makes screw rod moving axially along described screw, outside screw tip is withstood Side fascia and then driven above
Wallboard moves, and moves upper Side fascia to predetermined installation site.
Further, described connecting plate offers through hole, and described adjustable member includes being fixedly connected on described connecting plate
The nut of bottom surface tapping and the screw rod used with described nut screw connection, nut described in described screw rod cross-under and logical
Kong Bingke moves axially along described through hole.It is arranged such, makes screw rod along described through hole by rotating screw rod
Move axially, screw tip is withstood Side fascia and then drives upper Side fascia to move, and is moved by upper Side fascia
To predetermined installation site.
Further, described adjustable member also includes that adjustable plate, described adjustable plate are fixedly connected on described screw tip,
Described locating part is connected to the top of described adjustable plate.The setting of adjustable plate, mainly expands adjustable member with upper
The contact area of Side fascia bottom, beneficially adjustable member bear the load of Side fascia.By described locating part even
It is connected on the top of described adjustable plate, so easily can make by regulating the position of adjustable member adjustable limit part
It docks with grout pipe.
Further, described locating part is arranged with adjustable member axial offset.Axial offset described herein is arranged
Refer to the axis of locating part and screw rod the most on the same line.It is arranged such, makes locating part by rotating screw rod
On adjustable plate, the axis along screw rod rotates, and so can be adjusted the position of locating part, it is simple to locating part
With docking of grout pipe, improve installation effectiveness, improve the serious forgiveness of Side fascia installation process.
Further, described connecting plate bottom surface is provided with protector, and described protector is enclosed in described screw rod through institute
State one end of through hole.Be arranged such, be first possible to prevent concrete to be eaten extremely by threaded rod, cause threaded rod without
Method regulates, it addition, the fixing of whole Side fascia, most importantly, an end of protector can also be facilitated
In-situ layer is close in face, and after in-situ layer concrete setting, concrete can form the dependence to protector end face
Support, prevent connecting plate because bearing the deadweight of wallboard and flexural deformation.
Further, described grout pipe is corrugated tube.It is arranged such, grout pipe can be effectively increased and pour into grouting
The contact area of slurry in pipe, and then increase cohesive force therebetween.
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. 1～3 is respectively the Side fascia involved by one embodiment of the present invention and installs the sectional view of node；
Fig. 4 is the partial enlarged drawing that node installed by Side fascia involved in Fig. 3；
Fig. 5 is the sectional view that node installed by the Side fascia involved by another embodiment of the present invention；
Fig. 6 is the partial enlarged drawing that node installed by Side fascia involved in Fig. 5；
Fig. 7 is connecting-piece structure schematic diagram involved in Fig. 1；
Fig. 8 is the front view of connector involved in 7；
Fig. 9 is the left view of connector involved in Fig. 7；
Figure 10 is the right view of connector involved in Fig. 7；
Figure 11 is the top view of connector involved in Fig. 7；
The structural representation of the connector involved by Figure 12 another embodiment of the present invention.
In figure:
2 times Side fascia 3 tenon 4 tongue-and-grooves of Side fascia on 1
5 marine glue 6 sealing strip 7 hard plate 18 weather boards
19 drip 20 heat-insulation layer 21 structure sheaf 22 locating parts
23 anchoring piece 24 connecting plate 25 screw rod 26 nuts
27 adjustable plate 28 protector 29 grout pipes 30 connect box
31 crossbeam 32 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,
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 crossbeam 31, described upper Side fascia 1 and lower Side fascia 2 at least include heat-insulation layer 20
With structure sheaf 21, described Side fascia is installed node and is also included the connector for fixing upper Side fascia 1, described
Connector includes connecting plate 24 and anchoring piece 23, and described connecting plate 24 top is provided with locating part 22, described
Anchoring piece 23 is positioned at connecting plate 24 bottom and is connected with connecting plate 24, and described crossbeam 31 upper end is provided with cast-in-place
Layer 32, described anchoring piece 23 is anchored in in-situ layer 32, and described locating part 22 is by upper Side fascia 1 bottom
In insertion in Side fascia 1；Tongue-and-groove 4, described lower Side fascia it is provided with bottom described upper Side fascia 1 heat-insulation layer 20
2 heat-insulation layer 20 tops are protruded and are formed tenon 3, and described tenon 3 stretches in described tongue-and-groove 4, described tenon 3
Surface has wrapped hard plate 7.During the assembling of Side fascia, after lower Side fascia 2 dropping place, described firmly
The projection of lower Side fascia 2 heat-insulation layer 20 is wrapped up by scutum 7, the most also just can use before Side fascia assembles
The projection of lower Side fascia 2 heat-insulation layer 20 is wrapped up by hard plate 7, so also will not make in transportation
Become to damage.In work progress, before in-situ layer 32 does not pours, described anchoring piece 23 is fixed on to be poured
The position built, then casting concrete, along with the solidification of in-situ layer 32 concrete, anchoring piece 23 is fixing even
It is connected in in-situ layer 32；Along with the dropping place of upper Side fascia 1, the projection of lower Side fascia 2 heat-insulation layer 20,
During i.e. tenon 3 stretches into described tongue-and-groove 4, described locating part 22 inserts in described upper Side fascia 1, so connects
Upper Side fascia 1 is played a supporting role by part, bears its fractional load.After assembly completes, tenon 3 now
Outdoor rain can be effectively stoped to leak out to indoor, it is provided that reliable waterproof guarantee；The present invention is hot, and bridge cut-off is more thorough
The end, use hard plate 7 that lower Side fascia 2 heat-insulation layer 20 is stretched into the portion envelops in described tongue-and-groove 4, durable
Property good, will not damage due to collision during Side fascia docking, simultaneously the most also will not damaged member, the most not
Heat-insulation layer 20 and the architectural surface of the external wallboard of meeting cause damage.Described tongue-and-groove 4 can be at upper Side fascia 1
Reserve during prefabricated, it is also possible to being to offer in installation process, described tongue-and-groove 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 tongue-and-groove
4, simplify operational procedure, reduce difficulty of construction simultaneously.After having assembled, in order to improve waterproof effect, can be
The medial and lateral of the junction of upper Side fascia 1 and lower Side fascia 2 are respectively adopted and marine glue 5 or sealing strip 6
Block.
On the basis of above-described embodiment, in another embodiment of the present invention, described hard plate 7 waterproof material system
Standby.It is arranged such, rainwater can be prevented to a certain extent along the splicing between upper Side fascia 1 and lower Side fascia 2
Seam enters the heat-insulation layer 20 of lower Side fascia 2, improves the effect that Side fascia is waterproof further.
On the basis of above-described embodiment, in another embodiment of the present invention, described hard plate 7 is corrosion resistant plate.
Corrosion resistant plate has preferable water proofing property, and has stronger corrosion resistance, i.e. good endurance, simultaneously rigidity
Moderate, when lifting, upper Side fascia 1 and lower Side fascia 2 collide and are not result in component and waterproof case
Itself damages, and itself cannot will not restore owing to collision deformation is excessive.
On the basis of above-described embodiment, in another embodiment of the present invention, described heat-insulation layer 20 is protected for XPS
Temperature plate.XPS warming plate has high thermal resistance, low linear, feature that expansion ratio is low, and the rate of closed hole of its structure reaches
To more than 99%, it is to be same as building heat preservation preferred materials.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1, described hard plate 7 is in U
Type, the both sides of described hard plate 7 are inserted in described heat-insulation layer 20.It is arranged such, beneficially hard plate 7
Fixing.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 2, described hard plate 7 is remote
Bend away from lower Side fascia 2 top from the side of structure sheaf 21 and extend outside downward Side fascia 2.Preferably,
Extend to lateral wall the downward bending of lower Side fascia 2 laterally, thus it is downward along heat-insulation layer 20 to stop rainwater
Below flowing to, node is walked around tenon 3 and is entered the possibility of indoor.
On the basis of above-described embodiment, in another embodiment of the present invention, described hard plate 7 is near structure sheaf
The side of 21 bends at lower Side fascia 2 top and extends inside downward Side fascia 2.It is arranged such, increases
The contact area at the top of hard plate 7 and lower Side fascia 2, that hard plate 7 is contacted with lower Side fascia 2
Side provides certain support force, effectively prevents hoisting process tenon 3 collision deformation excessive.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 3 and Fig. 4, described tongue-and-groove 4
Being arranged on heat-insulation layer 20, be provided with weather board 18 in described tongue-and-groove 4, described weather board 18 side is anchored at
In Side fascia 1 structure sheaf 21, opposite side extends to the outside of described tenon 3.Should be appreciated that described tenon
The outside of 3 is consistent with the outside of Side fascia, i.e. near outdoor side.Due to long neglected and in disrepair or other
Reason, for Side fascia system, rainwater may be along the splicing between upper Side fascia 1 and lower Side fascia 2
Seam enters the heat-insulation layer 20 of lower Side fascia 2, then flows downward along heat-insulation layer 20, until flowing to above-mentioned joint
The lower section node of point, then passes around tenon 3 and enters indoor.And the enforcement of technique scheme of the present invention, can
Rainwater in heat-insulation layer 20 is guided to the outside of lower section node tenon 3, make rainwater along outside splicing seams delivery chamber,
Thus avoid the generation of above-mentioned phenomenon.
On the basis of above-described embodiment, in another embodiment of the present invention, described weather board 18 is by structure sheaf
21 towards downward-sloping outside described Side fascia.It is arranged such, is conducive to guiding to tenon 3 rainwater,
Prevent rainwater along weather board 18 to indoor infiltration.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 3 and Fig. 4, described water guide
Plate 18 is close to bottom described upper Side fascia 1 heat-insulation layer 20.So, one is convenient to the setting of weather board 18,
On the other hand weather board 18 in the splicing of wallboard is avoided to collide with tenon 3.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 5 and Fig. 6, described upper outside
Medial wall bottom wallboard 1 heat-insulation layer 20 is positioned at the outside of described tenon 3.It is arranged such, when rain edge
Splicing seams between upper Side fascia 1 and lower Side fascia 2 enters the heat-insulation layer 20 of lower Side fascia 2, then along protecting
Temperature layer 20 flows downward, until flowing to the lower section node of above-mentioned node, due to upper Side fascia 1 heat-insulation layer 20
The medial wall of bottom is positioned at the outside of described tenon 3, and such rainwater will not be walked around tenon 3 and enter indoor, from
And stop rainwater along heat-insulation layer 20 flow downwardly to lower section node walk around tenon 3 enter indoor possibility, further
Improve the effect that Side fascia is waterproof.In order to reach more preferable waterproof effect, it is to avoid rainwater arrives heat-insulation layer 20
Bottom tailing edge structure sheaf 21, to indoor infiltration, is preferably offering drip 19 bottom structure sheaf 21, when
So, the described drip 19 position on structure sheaf 21 must be positioned at the outside of described tenon 3.Heat-insulation layer 20
The medial wall of bottom be positioned at the outside of described tenon 3, 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, the most thickening bottom structure sheaf 21.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, described upper outside
The securing member for fixing described locating part 22 it is embedded with in wallboard 1.In the installation process of Side fascia, logical
Crossing connector to be connected by the in-situ layer 32 of upper Side fascia 1 with crossbeam 31 top, pre-buried being easy to of securing member inserts
The locating part 22 entered in upper Side fascia 1 is reliably connected with the formation of upper Side fascia 1.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, described fastening
Part is grout pipe 29, and described grout pipe 29 connects bottom and the sidewall of described cornice sheathing, described locating part 22
Inserted in described grout pipe 29 by upper Side fascia 1 bottom, described grout pipe 29 is perfused with slurry.Lifting
Described locating part 22 is made to be inserted described grout pipe 29 by upper Side fascia 1 bottom during upper Side fascia 1
In, then the other end from grout pipe 29 pours into slurry, and upper Side fascia 1 is played support and makees by such connector
With, bear its fractional load.Instant invention overcomes the defect of conventional outer wall plate mounting means, not only connect jail
Gu, and easy for installation.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 5 and Fig. 6, described fastening
Part is for connecting box 30, and the base plate of described connection box 30 is provided with insertion hole, and described locating part 22 is inserted through described
Insert after hand-hole in described connection box 30.Make during Side fascia 1 in lifting described locating part 22 by
Upper Side fascia 1 bottom is inserted in described connection box 30, and upper Side fascia 1 is played a supporting role by such connector,
Bear its fractional load.Upper Side fascia 1 local can be strengthened by pre-buried connection box 30, then outside upper
During wallboard 1 dropping place, connecting portion will not break up upper Side fascia 1 concrete owing to local stress is excessive, simultaneously
The base plate connecting box 30 contacts with connector, can meet the requirement of local compression.It should be noted that, be
30 docking are convenient with being connected box to make locating part 22, the size inserting hole that described connection box 30 base plate is offered,
Position and shape can set according to the concrete condition of installation process.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 7～9, described anchoring piece 23
One end is connected with connecting plate 24, and the other end extends to the direction away from adjustable member, described anchoring piece 23 and company
Fishplate bar 24 is parallel.In the past in order to increase the anchoring piece 23 anchor force in in-situ layer 32, therefore by anchoring piece
23 are arranged to the mode vertical with connecting plate 24, increase anchoring piece 23 stretching out at in-situ layer 32 as far as possible
Length, but owing to being embedded with the reinforcing bars such as elongated muscle, stirrup in in-situ layer 32, reinforcing bar is closeer, more, often
There will be the situation that anchoring piece 23 is fought with embedded bar position, have a strong impact on installation effectiveness.The present invention is by anchor
Firmware 23 is arranged to the mode parallel with connecting plate 24, and so, anchoring piece 23 stretches in in-situ layer 32
Position deep, anchoring piece 23 and the reinforcement location in in-situ layer 32 in installation process can be prevented effectively from
Fight, i.e. do not have anchoring piece 23 and dodge embedded bar and cause ensureing connecting plate 24 and cladding panel
The situation of link position, increase efficiency of construction.Certainly, in order to increase anchor force, can be by the side of welding
Embedded bar is connected by formula with anchoring piece 23.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 7, described anchoring piece 23 by
The anchoring supporting leg that two or more be arranged in parallel is constituted.It is arranged such, there is gap between anchoring supporting leg, can enter
One step avoids anchoring piece 23 to fight with embedded bar position.
On the basis of above-described embodiment, in another embodiment of the present invention, described connector also includes adjustable member,
Connecting plate 24 described in described adjustable member cross-under also can move at vertical direction relative to connecting plate 24.Adjustable member
It is provided for the fine setting of the height of Side fascia 1, upper Side fascia 1 is fixed on predetermined installation site, makes
The installation obtaining Side fascia is the most accurate, careful.
On the basis of above-described embodiment, in another embodiment of the present invention, described adjustable member includes the company of being opened in
Screw on fishplate bar 24 and with described screw with the use of screw rod 25, screw described in the cross-under of described screw rod 25
And can moving axially along described screw.It is arranged such, makes screw rod 25 along described by rotating screw rod 25
Moving axially of screw, screw rod 25 top is withstood Side fascia 1 and then drives upper Side fascia 1 to move, by upper
Side fascia 1 moves to predetermined installation site.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 7～10, described connecting plate 24
Offering through hole, described adjustable member includes the nut 26 being fixedly connected on described connecting plate 24 bottom surface tapping
And with described nut 26 with the use of screw rod 25, nut 26 described in the cross-under of described screw rod 25 and through hole are also
Can moving axially along described through hole.It is arranged such, makes screw rod 25 along described logical by rotating screw rod 25
Moving axially of hole, screw rod 25 top is withstood Side fascia 1 and then drives upper Side fascia 1 to move, outside upper
Wallboard 1 moves to predetermined installation site.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 7～11, described adjustable member is also
Including adjustable plate 27, described adjustable plate 27 is fixedly connected on described screw rod 25 top, described locating part 22
It is connected to the top of described adjustable plate 27.The setting of adjustable plate 27, mainly expands adjustable member and upper exterior wall
The contact area of plate 1 bottom, beneficially adjustable member bear the load of Side fascia 1.By described locating part 22
Be connected to the top of described adjustable plate 27, so can by regulating the position of adjustable member adjustable limit part 22,
It is easily made to dock with grout pipe 29.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 12, described locating part 22
Arrange with adjustable member axial offset.Axial offset described herein arranges and refers to locating part 22 and screw rod 25
Axis is the most on the same line.It is arranged such, makes locating part 22 at adjustable plate 27 by rotating screw rod 25
On along screw rod 25 axis rotate, so the position of locating part 22 can be adjusted, it is simple to locating part 22
With docking of grout pipe 29, improve installation effectiveness, improve the serious forgiveness of Side fascia installation process.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 7 and Fig. 8, described connection
Plate 24 bottom surface is provided with protector 28, and described protector 28 is enclosed in described screw rod 25 through described through hole
One end.It is arranged such, is first possible to prevent concrete to be eaten extremely by threaded rod, cause threaded rod to regulate,
It addition, the fixing of whole Side fascia can also be facilitated, most importantly, an end face of protector 28 is close to
In-situ layer 32, after in-situ layer 32 concrete setting, concrete can be formed and lean on protector 28 end face
By supporting, prevent connecting plate 24 because bearing the deadweight of wallboard and flexural deformation.
On the basis of above-described embodiment, in another embodiment of the present invention, described grout pipe 29 is corrugated tube.
It is arranged such, grout pipe 29 can be effectively increased and the pour into grout pipe contact area of slurry, Jin Erzeng in 29
Add cohesive force therebetween.
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, including upper Side fascia, lower Side fascia and crossbeam, described upper Side fascia
Heat-insulation layer and structure sheaf is at least included, it is characterised in that also include for fixing upper Side fascia with lower Side fascia
Connector, described connector includes that connecting plate and anchoring piece, described connecting plate top are provided with locating part,
Described anchoring piece is positioned at connecting plate bottom and is connected with connecting plate, and described crossbeam upper end is provided with in-situ layer, described
Anchoring piece is anchored in in-situ layer, and described locating part is inserted in upper Side fascia by upper Side fascia bottom；On described
Being provided with tongue-and-groove bottom Side fascia heat-insulation layer, described lower Side fascia heat-insulation layer top is protruded and is formed tenon, described tenon
Head stretches in described tongue-and-groove, and described tenon surface has wrapped hard plate.
Node installed by Side fascia the most according to claim 1, it is characterised in that described hard plate is waterproof
Prepared by material.
Node installed by Side fascia the most according to claim 2, it is characterised in that described hard plate is not
Rust steel plate.
Node installed by Side fascia the most according to claim 3, it is characterised in that described heat-insulation layer is
XPS warming plate.
5. according to the Side fascia described in Claims 1 to 4 any one, node is installed, it is characterised in that described
Hard plate is U-shaped, and the both sides of described hard plate are inserted in described heat-insulation layer.
6. according to the Side fascia described in Claims 1 to 4 any one, node is installed, it is characterised in that described
Hard plate bends at lower Side fascia top away from the side of structure sheaf and extends outside downward Side fascia.
Node installed by Side fascia the most according to claim 6, it is characterised in that described hard plate is close
The side of structure sheaf bends at lower Side fascia top and extends inside downward Side fascia.
Node installed by Side fascia the most according to claim 7, it is characterised in that described tongue-and-groove is arranged on
Heat-insulation layer, is provided with weather board in described tongue-and-groove, described weather board side is anchored in external wall panel structure layer,
Opposite side extends to the outside of described tenon.
Node installed by Side fascia the most according to claim 8, it is characterised in that described weather board is by tying
Structure layer is towards downward-sloping outside described Side fascia.
Node installed by Side fascia the most according to claim 7, it is characterised in that described upper Side fascia
Medial wall bottom heat-insulation layer is positioned at the outside of described tenon；Or be embedded with for fixing in described upper Side fascia
The securing member of described locating part；Or described securing member is grout pipe, described grout pipe connects described cornice sheathing
Bottom and sidewall, described locating part is inserted in described grout pipe by upper Side fascia bottom, fills in described grout pipe
It is marked with slurry；Or described securing member is for connecting box, the base plate of described connection box is provided with insertion hole, described spacing
Part inserts in described connection box behind described insertion hole；Or described anchoring piece one end is connected with connecting plate, separately
One end extends to the direction away from adjustable member, and described anchoring piece is parallel with connecting plate；Or described anchoring piece is by two
The individual above anchoring supporting leg be arrangeding in parallel is constituted；Or described connector also includes that adjustable member, described adjustable member are worn
Connect described connecting plate and can move at vertical direction relative to connecting plate；Or described adjustable member includes being opened in connection
Screw on plate and with described screw with the use of screw rod, screw described in described screw rod cross-under also can be along described
Moving axially of screw；Or described connecting plate offers through hole, described adjustable member includes being fixedly connected on described
The nut of connecting plate bottom surface tapping and the screw rod used with described nut screw connection, spiral shell described in described screw rod cross-under
Female and through hole also can moving axially along described through hole；Or described adjustable member also includes adjustable plate, described regulation
Plate is fixedly connected on described screw tip, and described locating part is connected to the top of described adjustable plate；Or described limit
Position part is arranged with adjustable member axial offset；Or described connecting plate bottom surface is provided with protector, described protector encloses
One end of described through hole is passed at described screw rod；Or described grout pipe is corrugated tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610377513.3A CN105863136A (en) | 2016-05-31 | 2016-05-31 | Outer wallboard mounting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610377513.3A CN105863136A (en) | 2016-05-31 | 2016-05-31 | Outer wallboard mounting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105863136A true CN105863136A (en) | 2016-08-17 |
Family
ID=56643088
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610377513.3A Pending CN105863136A (en) | 2016-05-31 | 2016-05-31 | Outer wallboard mounting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105863136A (en) |
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| CN109235901A (en) * | 2018-09-11 | 2019-01-18 | 中国建筑第八工程局有限公司 | The heat preservation airtight construction and its construction method of net zero energy consumption building cladding panel |
| CN112814235A (en) * | 2021-01-08 | 2021-05-18 | 北京住总第二开发建设有限公司 | Construction method of layered diversion open type stone curtain wall |
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| CN112814235A (en) * | 2021-01-08 | 2021-05-18 | 北京住总第二开发建设有限公司 | Construction method of layered diversion open type stone curtain wall |
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