CN205976150U - Side fascia installation node - Google Patents
Side fascia installation node Download PDFInfo
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- CN205976150U CN205976150U CN201620518573.8U CN201620518573U CN205976150U CN 205976150 U CN205976150 U CN 205976150U CN 201620518573 U CN201620518573 U CN 201620518573U CN 205976150 U CN205976150 U CN 205976150U
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- Prior art keywords
- side fascia
- node
- upper side
- fascia
- connecting plate
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- 210000003195 fascia Anatomy 0.000 title claims abstract description 217
- 238000009434 installation Methods 0.000 title abstract description 19
- 239000002002 slurry Substances 0.000 claims abstract description 23
- 239000004567 concrete Substances 0.000 claims abstract description 20
- 238000004873 anchoring Methods 0.000 claims description 47
- 239000011440 grout Substances 0.000 claims description 30
- 238000011065 in-situ storage Methods 0.000 claims description 29
- 238000004078 waterproofing Methods 0.000 claims description 12
- 230000001012 protector Effects 0.000 claims description 10
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 238000009413 insulation Methods 0.000 claims description 7
- 239000004570 mortar (masonry) Substances 0.000 claims description 7
- 239000011381 foam concrete Substances 0.000 claims description 6
- 239000002390 adhesive tape Substances 0.000 claims description 3
- 239000000853 adhesive Substances 0.000 claims description 2
- 230000001070 adhesive effect Effects 0.000 claims description 2
- 238000010079 rubber tapping Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 13
- 238000010276 construction Methods 0.000 abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- 238000007789 sealing Methods 0.000 abstract description 3
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- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000004321 preservation Methods 0.000 abstract 1
- 239000003292 glue Substances 0.000 description 10
- 238000011900 installation process Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- 238000003032 molecular docking Methods 0.000 description 7
- 238000007569 slipcasting Methods 0.000 description 7
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- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 3
- 238000005253 cladding Methods 0.000 description 3
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- 238000005345 coagulation Methods 0.000 description 2
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- 238000009417 prefabrication Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
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- 238000007711 solidification Methods 0.000 description 2
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- 239000003795 chemical substances by application Substances 0.000 description 1
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- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
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Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to the building structure field discloses a side fascia installation node, including last side fascia, lower side fascia and crossbeam to and be used for the fixed connecting piece of going up the side fascia, the connecting piece includes connecting plate and anchor assembly, connecting plate upper portion is provided with the locating part, it includes heat preservation and concrete structure inter -layer with lower side fascia at least to go up the side fascia, the tip of going up side fascia and lower side fascia is concrete structure, the joint interface who goes up side fascia and lower side fascia is provided with waterproof tongue -and -groove, it has the concatenation seam to go up the side fascia and reserve between the side fascia down, the inboard and the outside of concatenation seam all are equipped with the sealing member, go up the side fascia and/or down the side fascia be equipped with the injected hole, through the injected hole is in waterproof slurry has been filled in the concatenation seam. The utility model discloses construction convenience, water -proof effects is good, the node is firm, has improved assembly type structure's production efficiency and building quality.
Description
Technical field
The utility model belongs to building structure field and in particular to node installed by a kind of Side fascia.
Background technology
In assembled architecture industry, Side fascia carries out factorial praluction by the way of prefabricated, then Assembling, thus
Enable to standardize, and quality controllable, efficient quick.At present, in the installation process of Side fascia, generally there are two methods, one
Planting is that wet extension connects, and is stretched into the in-situ layer on composite beam top by the connection reinforcing bar epimere being embedded in Side fascia, carries out cast-in-place mixed
Solidifying soil is fixedly connected, and the mode of this simple use bar connecting built on the sand, and is also easy to produce by mistake in building concrete construction
Difference, skew, the later stage installs and is not easy to revise；Another way adopt cladding connection, in Side fascia bury longer dowel or
Steel plate connector, dowel or steel plate connector pass through angle steel and carry out rigidly connecting with another kind of built-in fitting being embedded in Vierendeel girder
Connect, this mode is shorter relative to the duration, but install inconvenience, design when built-in fitting according to preset space length carry out pre-buried it is desirable to
Design size is very accurate, is otherwise difficult to dock successfully, once not docking, not only taking work consuming, or even causing Side fascia no
Method mounts, and causes to waste.
Meanwhile, during the assembled in situ of precast wall panel, water-proofing treatment to be carried out to its stitching portion, it is to avoid rainwater edge is outer
The splicing seams of wallboard penetrate into indoor, if infiltration phenomenon is serious simultaneously, will cause that connecting portion is loose, Long-Time Service leads to prefabricated
Effective bearing load ability of exterior wall declines, and brings great hidden dangers in project.The waterproof of traditional out-hung panel typically exists
Seam crossing breaks marine glue, and the workload not only constructed is big, and marine glue occurring for a long time over time is aging, finally results in
The generation of drainage, the water resistance of impact assembled architecture and construction quality.
In sum, need badly and develop a kind of easy construction, node installed by the Side fascia of good water-proof effect.
Utility model content
The purpose of this utility model is that node installed by the Side fascia providing a kind of easy construction, good water-proof effect.
Above-mentioned purpose is to be achieved through the following technical solutions：A kind of installation node of Side fascia, including upper Side fascia, lower outer
Wallboard and crossbeam, and the connector for fixing upper Side fascia, described connector includes connecting plate and anchoring piece, described connection
Plate top arranges finite place piece, and described anchoring piece is located at connecting plate bottom and is connected with connecting plate, and described crossbeam upper end is provided with existing
Pour layer, described anchoring piece is anchored in in-situ layer, described locating part is by the upper Side fascia of upper Side fascia bottom insertion；Described outer
Wallboard and lower Side fascia at least include heat-insulation layer and concrete, and the end of described upper Side fascia and lower Side fascia is coagulation
Soil structure, described upper Side fascia is provided with waterproof tongue and groove, described upper Side fascia and lower Side fascia with the linkage interface of lower Side fascia
Between be reserved with splicing seams, the inner side and outer side of described splicing seams is equipped with seal, described upper Side fascia and/or lower Side fascia
It is provided with injected hole, waterproofing slurry is perfused with described splicing seams by described injected hole.In the assembling process of wallboard, lower exterior wall
After plate dropping place, at least in the inner side and outer side setting seal of the top surface of lower Side fascia, preferably it is all provided with seal in its surrounding, when
So seal also can be arranged before lower Side fascia dropping place, preferably stamps glue in seal and lower Side fascia contact site, described glue
Water is preferably marine glue；In work progress, before in-situ layer does not pour, described anchoring piece is fixed on position to be poured,
Then casting concrete, with the solidification of cast-in-place layer concrete, anchoring piece is fixedly connected in in-situ layer, with upper Side fascia
Dropping place, the bottom surface of upper Side fascia is close to above seal, so, reserved splicing between described upper Side fascia and lower Side fascia
Seam is enclosed by seal, and described locating part inserts in described upper Side fascia, and such connector is played a supporting role to upper Side fascia,
Bear its fractional load.After the completion of assembly, by the injected hole that is arranged in upper Side fascia or lower Side fascia in described splicing seams
In be perfused with waterproofing slurry, form one layer of waterproof layer, can effectively stop outdoor rain from leaking out to interior, there is provided reliable waterproof
Ensure that the waterproof tongue and groove of exterior wall board interface setting simultaneously also can stop outdoor rain from leaking out to interior；For thermal insulation external wall panel,
The end of Side fascia is all arranged to xoncrete structure, that is, is xoncrete structure at the waterproof tongue and groove arranging, in the mistake of docking
Bad heat-insulation layer will not be knocked in journey as the part of tongue and groove tenon, also be not in the problem knocking bad architectural surface simultaneously.Assemble
Cheng Hou, in order to improve waterproof effect, can adopt marine glue to block in the medial and lateral of upper Side fascia and the junction of lower Side fascia.
Above-mentioned waterproof type had both gone for frame system and had been equally applicable to shear wall system.The utility model is using setting waterproof enterprise
Mouth and the measure blocking splicing seams in splicing seams grouting formation waterproof layer, integrated control, thoroughly solve the anti-of Side fascia
Water problems, improves the construction quality of assembled architecture.
Further, the discrepancy in elevation waterproof tongue and groove that described waterproof tongue and groove is high inside wainscot sheathing, outside is low.
Further, described waterproof tongue and groove includes the tenon being arranged on lower Side fascia and the tongue-and-groove being arranged on Side fascia, institute
State tenon to stretch in described tongue-and-groove.Described tongue-and-groove can be reserved during upper Side fascia is prefabricated or install
During open up.
Further, described upper Side fascia and/or lower Side fascia are provided with plural injected hole.Because Side fascia has
Certain width, on the one hand only one injected hole of setting is difficult to be filled up completely with the splicing seams between upper Side fascia and lower Side fascia
Closely knit, on the other hand arrange multiple holes can slip casting simultaneously, improve efficiency of construction.
Further, described upper Side fascia and/or lower Side fascia are provided with steam vent.It is arranged such, favourable during slip casting
The discharge of air in splicing seams.
Further, described seal bottom is coated with adhesive or is provided with double faced adhesive tape.It is arranged such, be conducive to seal solid
It is scheduled on lower Side fascia, it is to avoid during cornice sheathing dropping place, seal position changes, thus affecting the sealing of seal
Property.The frame preferably rectangular in shape of described seal, its four side is matched with lower exterior wall plate top surface.
Further, the top surface of the bottom surface of described upper Side fascia and lower Side fascia is matsurface.Be arranged such, waterproofing slurry with
The top of the bottom of upper Side fascia and lower Side fascia connects even closer.
Further, described wainscot sheathing top is provided with least one blind hole.It is arranged such, during slip casting, described blind
Be perfused with slurry in hole, so, in splicing seams formed waterproof layer be connected on lower external wall panel structure more firm.
Further, described injected hole is hollow hole or pre-buried hollow bushing.In the prefabrication process of described hollow hole wallboard
Core pulling is formed, and injected hole is preferably formed by way of pre-buried hollow bushing, and shaping is more easy.
Further, described waterproofing slurry is waterproof mortar or foam concrete.Waterproof mortar has good weatherability, resistance to
Property long, impermeability, density and high bonding force and extremely strong water-tight corrosion-proof effect.Also possessed anti-using foam concrete
The effect of water, simultaneously works as blocking the effect of heat bridge.
Further, it is embedded with the securing member for fixing described locating part in described upper Side fascia.Installation in Side fascia
During, by connector, upper Side fascia is connected with the in-situ layer on crossbeam top, the pre-buried of securing member facilitates insertion into exterior wall
Locating part in plate is formed with upper Side fascia and is reliably connected.
Further, described securing member is grout pipe, and described grout pipe connects bottom and the side wall of described cornice sheathing, described limit
Position part is inserted in described grout pipe by upper Side fascia bottom, is perfused with slurry in described grout pipe.The process of Side fascia in lifting
In make described locating part by upper Side fascia bottom insert described grout pipe in, then pour into slurry from the other end of grout pipe,
So connector is played a supporting role to upper Side fascia, bears its fractional load.The utility model overcomes conventional outer wall plate peace
The defect of dress mode, is not only connected firmly, and easy for installation.It should be noted that described grout pipe can be used as above-mentioned
Injected hole uses, that is, pass through grout pipe and also slip casting in splicing seams can be formed waterproof layer, thus need not be still further in upper exterior wall
Injected hole is opened up in plate or lower Side fascia.
Further, described securing member is to connect box, and the base plate of described connection box is provided with patchhole, and described locating part passes through institute
Insert after stating patchhole in described connection box.Described locating part is made to be inserted by upper Side fascia bottom during Side fascia in lifting
Enter in described connection box, such connector is played a supporting role to upper Side fascia, bears its fractional load.Pre-buried connection box is permissible
Upper Side fascia local is strengthened, then in upper Side fascia dropping place, connecting portion will not break up because local stress is excessive
Upper exterior wall board concrete, the base plate being simultaneously connected with box is contacted with connector, can meet the requirement of local compression.Should illustrate
Be, in order that locating part be connected that box docking is convenient, described connect the size of patchhole that box plate opens up, location and shape can
Set according to the concrete condition of installation process.
Further, described anchoring piece one end is connected with connecting plate, and the other end extends to the direction away from adjustable member, described anchor
Firmware is parallel with connecting plate.In the past in order to increase anchor force in in-situ layer for the anchoring piece, therefore anchoring piece is arranged to and is connected
The vertical mode of plate, as far as possible increase the extension elongation in in-situ layer for the anchoring piece, but due to being embedded with elongated muscle, hoop in in-situ layer
The reinforcing bars such as muscle, reinforcing bar is closeer, more, situation that anchoring piece with embedded bar position fought often occurs, has a strong impact on installation
Efficiency.Anchoring piece is arranged to the mode parallel with connecting plate by the utility model, and so, anchoring piece stretches to the position in in-situ layer
Put not deep, anchoring piece and the reinforcement location in in-situ layer in installation process can be prevented effectively from and fight, that is, be not in anchoring
Part avoids embedded bar and leads to not 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 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.Be arranged such, anchoring supporting leg it
Between there is gap, anchoring piece can be avoided further to fight with embedded bar position.
Further, described connector also includes adjustable member, and described adjustable member is worn and connect described connecting plate can relative connecting plate
Move in vertical direction.The fine setting of the height being provided for Side fascia of adjustable member, upper Side fascia is fixed on predetermined peace
Holding position is so that the installation of Side fascia is more accurate, careful.
Further, described adjustable member includes the screw being opened on connecting plate and the screw rod using cooperatively with described screw,
Described screw rod is worn and is connect described screw can be along the axial movement of described screw.It is arranged such, make screw rod edge by rotating screw rod
The axial movement of described screw, screw tip is withstood Side fascia and then drives upper Side fascia to move, and upper Side fascia is moved extremely
Predetermined installation site.
Further, described connecting plate offers through hole, and described adjustable member includes being fixedly connected on described connecting plate bottom surface to be opened
Nut at hole and the screw rod using with described nut screw connection, described screw rod is worn and is connect described nut and through hole can be along described through hole
Axial movement.It is arranged such, make screw rod along the axial movement of described through hole by rotating screw rod, screw tip is withstood outer
Wallboard and then drive upper Side fascia movement, by mobile for upper Side fascia to predetermined installation site.
Further, described adjustable member also includes adjustable plate, and described adjustable plate is fixedly connected on described screw tip, described limit
Position part is connected to the top of described adjustable plate.The setting of adjustable plate, mainly expands adjustable member contact with upper Side fascia bottom
Area, is conducive to adjustable member to bear the load of Side fascia.Described locating part is connected to the top of described adjustable plate, so may be used
By adjusting the position of adjustable member adjustable limit part, it is easily made to dock with grout pipe.
Further, described locating part and adjustable member axial offset are arranged.Axial offset setting described herein refers to spacing
The axis of part and screw rod is not on the same line.It is arranged such, make locating part along screw rod on adjustable plate by rotating screw rod
Axis rotate, so the position of locating part can be adjusted, be easy to docking of locating part and grout pipe, improve to install and imitate
Rate, improves 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 and passes through described through hole
One end.It is arranged such, can prevent concrete from eating extremely threaded rod first, lead to threaded rod cannot adjust, in addition, can also be square
Just the fixation of whole Side fascia, most importantly, an end face of protector is close to in-situ layer, in in-situ layer concrete setting
Afterwards, concrete can form the leaning support to protector end face, prevents connecting plate because bearing the deadweight of wallboard and flexural deformation.
Further, described grout pipe is bellows.It is arranged such, grout pipe can be effectively increased and pour into slurry in grout pipe
Contact area, and then increase cohesive force therebetween.
Brief description
The accompanying drawing constituting a part of the present utility model is used for providing further understanding to of the present utility model, and this practicality is new
The schematic description and description of type is used for explaining the utility model, does not constitute to improper restriction of the present utility model.
Fig. 1 is the sectional view of the Side fascia installation node involved by a kind of embodiment of the utility model；
Fig. 2 is the sectional view that involved Side fascia in Fig. 1 installs at the connectionless part of node；
Fig. 3 is the sectional view of the Side fascia installation node involved by the utility model another embodiment；
Fig. 4 is the sectional view that involved Side fascia in Fig. 3 installs at the connectionless part of node；
Fig. 5 is the stereochemical structure sectional view that node installed by involved Side fascia in Fig. 4；
Fig. 6 is involved connecting-piece structure schematic diagram in Fig. 1；
Fig. 7 is the front view of involved connector in 6；
Fig. 8 is the left view of involved connector in Fig. 6；
Fig. 9 is the right view of involved connector in Fig. 6；
Figure 10 is the top view of involved connector in Fig. 6；
The structural representation of the connector involved by Figure 11 the utility model another embodiment.
In figure：
2 times Side fascias of Side fascia, 3 seal 4 injected hole on 1
5 waterproof layer, 6 discrepancy in elevation waterproof tongue and groove 7 tongue-and-groove 8 tenon
20 heat-insulation layer, 21 concrete, 22 locating part 23 anchoring piece
24 connecting plate, 25 screw rod, 26 nut 27 adjustable plate
28 protector, 29 grout pipe 30 connects box 31 crossbeam
32 in-situ layers
Specific embodiment
Below in conjunction with the accompanying drawings the utility model is described in detail, the description of this part is only exemplary and explanatory,
Should not there is any restriction effect to protection domain of the present utility model.Additionally, those skilled in the art's retouching according to presents
State, respective combination can be carried out to the feature in embodiment in presents and in different embodiment.
The utility model embodiment is as follows, sees figures.1.and.2, a kind of installation node of Side fascia, including upper Side fascia 1,
Lower Side fascia 2 and crossbeam 31, and the connector for fixing upper Side fascia 1, described connector includes connecting plate 24 and anchoring
Part 23, described connecting plate 24 top arranges finite place piece 22, described anchoring piece 23 be located at connecting plate 24 bottom and with connecting plate 24
It is connected, described crossbeam 31 upper end is provided with in-situ layer 32, and described anchoring piece 23 is anchored in in-situ layer 32, described locating part 22 is by upper
In the upper Side fascia 1 of Side fascia 1 bottom insertion；Described upper Side fascia 1 and lower Side fascia 2 at least include heat-insulation layer 20 and concrete knot
Structure layer 21, the end of described upper Side fascia 1 and lower Side fascia 2 is xoncrete structure, described upper Side fascia 1 and lower Side fascia 2
Linkage interface is provided with waterproof tongue and groove, is reserved with splicing seams between described upper Side fascia 1 and lower Side fascia 2, described splicing seams
Inner side and outer side is equipped with seal 3, and described upper Side fascia 1 and/or lower Side fascia 2 are provided with injected hole 4, by described injected hole
4 are perfused with waterproofing slurry in described splicing seams.In the assembling process of wallboard, after lower Side fascia 2 dropping place, at least in lower Side fascia
The inner side and outer side setting seal 3 of 2 top surface, is preferably all provided with seal 3 in its surrounding, and certain seal 3 also can be lower outer
Arrange before wallboard 2 dropping place, preferably stamp glue in seal 3 and lower Side fascia 2 contact site, described glue is preferably marine glue；
In work progress, before in-situ layer 32 does not pour, described anchoring piece 23 is fixed on position to be poured, then pours coagulation
Soil, with the solidification of in-situ layer 32 concrete, anchoring piece 23 is fixedly connected in in-situ layer 32；With the dropping place of upper Side fascia 1,
The bottom surface of upper Side fascia 1 is close to above seal 3, so, reserved splicing between described upper Side fascia 1 and lower Side fascia 2
Seam is enclosed by seal 3, and described locating part 22 inserts in described upper Side fascia 1, and such connector plays support to upper Side fascia 1
Effect, bears its fractional load.After the completion of assembly, by the injected hole 4 that is arranged in upper Side fascia 1 or lower Side fascia 2 in institute
State and in splicing seams, be perfused with waterproofing slurry, form one layer of waterproof layer 5, can effectively stop outdoor rain from leaking out to interior, there is provided
Reliable waterproof ensures, the waterproof tongue and groove of exterior wall board interface setting simultaneously, and outdoor rain also can be stoped to leak out to interior；For guarantor
Warm Side fascia, the end of Side fascia is all arranged to xoncrete structure, that is, be xoncrete structure at the waterproof tongue and groove arranging,
Bad heat-insulation layer 20 will not be knocked during docking as the part of tongue and groove tenon 8, also be not in knock bad architectural surface simultaneously
Problem.After the completion of assembling, in order to improve waterproof effect, can adopt in the medial and lateral of upper Side fascia 1 and the junction of lower Side fascia 2
Blocked with marine glue.Splicing is seamed by the utility model using setting waterproof tongue and groove and in splicing seams grouting formation waterproof layer 5
Stifled measure, integrated control, thoroughly solve the waterproof problem of Side fascia, improve the construction quality of assembled architecture.Described
Waterproofing slurry can be expansive mortar or expansive concrete or foam mortar or foam concrete, not office certainly
It is limited to above-mentioned waterproof material it should be understood that arbitrarily going for waterproof material of the present utility model.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3 and Fig. 4, described waterproof tongue and groove is
Discrepancy in elevation waterproof tongue and groove 6 high inside wainscot sheathing, that outside is low.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 2, described waterproof tongue and groove bag
Include the tenon 8 being arranged on lower Side fascia 2 and the tongue-and-groove 7 being arranged on Side fascia 1, described tenon 8 stretches in described tongue-and-groove 7.
Described tongue-and-groove 7 can be reserved during upper Side fascia 1 is prefabricated or installation process in open up.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 5, described upper Side fascia 1 and/or
Lower Side fascia 2 is provided with plural injected hole 4.Because Side fascia has certain width, on the one hand only setting one is noted
Slurry hole 4 is difficult to be filled up completely with the splicing seams between upper Side fascia 1 and lower Side fascia 2 closely knit, and on the other hand arranging multiple holes can
Slip casting simultaneously, improves efficiency of construction.
On the basis of above-described embodiment, in another embodiment of the utility model, described upper Side fascia 1 and/or lower exterior wall
Plate 2 is provided with steam vent.It is arranged such, the discharge of air in favourable splicing seams during slip casting.
On the basis of above-described embodiment, in another embodiment of the utility model, described seal 3 bottom is coated with gluing
Agent or be provided with double faced adhesive tape.It is arranged such, be conducive to seal 3 to be fixed on lower Side fascia 2, it is to avoid during cornice sheathing dropping place
Seal 3 position changes, thus affecting the sealing of seal 3.The frame preferably rectangular in shape of described seal 3, its
Four sides are matched with lower Side fascia 2 top surface.
On the basis of above-described embodiment, in another embodiment of the utility model, the bottom surface of described upper Side fascia 1 and lower outer
The top surface of wallboard 2 is matsurface.It is arranged such, waterproofing slurry is connected more with the bottom of upper Side fascia 1 and the top of lower Side fascia 2
Step up close.
On the basis of above-described embodiment, in another embodiment of the utility model, described wainscot sheathing top is provided with least one
Individual blind hole.It is arranged such, during slip casting, in described blind hole, be perfused with slurry, so, the waterproof layer of formation in splicing seams
5 be connected in lower Side fascia 2 structure more firm.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2, described injected hole 4 is hollow hole
Or pre-buried hollow bushing.Core pulling in the prefabrication process of described hollow hole wallboard is formed, and injected hole 4 preferably passes through pre-buried hollow sleeve
The mode of pipe is formed, and shaping is more easy.
On the basis of above-described embodiment, in another embodiment of the utility model, described waterproofing slurry be waterproof mortar or
Foam concrete.Waterproof mortar has good weatherability, durability, impermeability, density and high bonding force and pole
Strong water-tight corrosion-proof effect.Also possess the effect of waterproof using foam concrete, simultaneously work as blocking the effect of heat bridge.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 3, described upper Side fascia 1
Inside it is embedded with the securing member for fixing described locating part 22.In the installation process of Side fascia, by connector by upper exterior wall
Plate 1 is connected with the in-situ layer 32 on crossbeam 31 top, and the pre-buried locating part 22 facilitating insertion in Side fascia 1 of securing member is outer with upper
Wallboard 1 forms and is reliably connected.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, described securing member is grout pipe
29, described grout pipe 29 connects bottom and the side wall of described cornice sheathing, and described locating part 22 is described by the insertion of upper Side fascia 1 bottom
In grout pipe 29, in described grout pipe 29, it is perfused with slurry.Described locating part 22 is made by upper during Side fascia 1 in lifting
Side fascia 1 bottom is inserted in described grout pipe 29, and then the other end from grout pipe 29 pours into slurry, and such connector is to upper outer
Wallboard 1 is played a supporting role, and bears its fractional load.The utility model overcomes the defect of conventional outer wall plate mounting means, no
Only it is connected firmly, and easy for installation.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3, described securing member is to connect box
30, the described base plate connecting box 30 is provided with patchhole, and described locating part 22 inserts described connection box 30 after passing through described patchhole
In.Described locating part 22 is made to connect in box 30 by the insertion of upper Side fascia 1 bottom is described during Side fascia 1 in lifting, this
Sample connector is played a supporting role to upper Side fascia 1, bears its fractional load.Pre-buried connection box 30 can be to 1 innings of upper Side fascia
Portion is strengthened, then in upper Side fascia 1 dropping place, and connecting portion will not break up upper Side fascia 1 and mix because local stress is excessive
Solidifying soil, the base plate being simultaneously connected with box 30 is contacted with connector, can meet the requirement of local compression.It should be noted that in order to
Make locating part 22 and be connected that box 30 docking is convenient, described connect the size of patchhole that box 30 base plate opens up, location and shape can
Set according to the concrete condition of installation process.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 6～9, described anchoring piece 23 one end
It is connected with connecting plate 24, the other end extends to the direction away from adjustable member, described anchoring piece 23 is parallel with connecting plate 24.It was in the past
Increase anchor force in in-situ layer 32 for the anchoring piece 23, therefore anchoring piece 23 is arranged to the mode vertical with connecting plate 24, to the greatest extent
The increase anchoring piece 23 of amount is in the extension elongation of in-situ layer 32, but is embedded with the reinforcing bars such as elongated muscle, stirrup due in in-situ layer 32,
Reinforcing bar is closeer, more, situation that anchoring piece 23 with embedded bar position fought often occurs, has a strong impact on installation effectiveness.This
Anchoring piece 23 is arranged to the mode parallel with connecting plate 24 by utility model, and so, anchoring piece 23 stretches in in-situ layer 32
Position is not deep, can be prevented effectively from anchoring piece 23 and the reinforcement location in in-situ layer 32 in installation process and fight, will not go out
Existing anchoring piece 23 avoids embedded bar and leads to not ensure the situation of connecting plate 24 and the link position of cladding panel, increases construction
Efficiency.Certainly, in order to increase anchor force, by way of welding, embedded bar can be connected with anchoring piece 23.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 6, described anchoring piece 23 is by two
The anchoring supporting leg more than be arrangeding in parallel is constituted.It is arranged such, there is gap between anchoring supporting leg, anchoring piece 23 can be avoided further
Fight with embedded bar position.
On the basis of above-described embodiment, in another embodiment of the utility model, described connector also includes adjustable member, institute
State adjustable member and wear and connect described connecting plate 24 and can move in vertical direction relative to connecting plate 24.Adjustable member be provided for exterior wall
The fine setting of the height of plate 1, upper Side fascia 1 is fixed on predetermined installation site so that the installation of Side fascia is more accurate, thin
Cause.
On the basis of above-described embodiment, in another embodiment of the utility model, described adjustable member includes being opened in connection
Screw on plate 24 and the screw rod 25 using cooperatively with described screw, described screw rod 25 is worn and is connect described screw can be along described screw
Axial movement.It is arranged such, make screw rod 25 along the axial movement of described screw by rotating screw rod 25, screw rod 25 top is pushed up
Live in Side fascia 1 and then drive upper Side fascia 1 mobile, by mobile for upper Side fascia 1 to predetermined installation site.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 6～9, described connecting plate 24 opens up
There is through hole, described adjustable member is included being fixedly connected on the nut 26 of described connecting plate 24 bottom surface tapping and joined with described nut 26
Close the screw rod 25 using, described screw rod 25 is worn and connect described nut 26 and through hole can be along the axial movement of described through hole.So set
Put, make screw rod 25 along the axial movement of described through hole by rotating screw rod 25, screw rod 25 top is withstood Side fascia 1 and then carried
Dynamic upper Side fascia 1 is mobile, by mobile for upper Side fascia 1 to predetermined installation site.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 6～10, described adjustable member is also wrapped
Include adjustable plate 27, described adjustable plate 27 is fixedly connected on described screw rod 25 top, described locating part 22 is connected to described adjustable plate
27 top.The setting of adjustable plate 27, mainly expands the contact area of adjustable member and upper Side fascia 1 bottom, is conducive to adjustable
Part bears the load of Side fascia 1.Described locating part 22 is connected to the top of described adjustable plate 27, so can by regulation
Adjust the position of part adjustable limit part 22, so that it is docked with grout pipe 29.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 11, described locating part 22 with adjustable
Part axial offset is arranged.Axial offset setting described herein refers to locating part 22 and the axis of screw rod 25 not in same straight line
On.It is arranged such, by rotating screw rod 25, the axis along screw rod 25 on adjustable plate 27 for the locating part 22 is rotated, so can be right
The position of locating part 22 is adjusted, and is easy to docking of locating part 22 and grout pipe 29, improves installation effectiveness, improves Side fascia peace
The serious forgiveness of dress process.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 6 and Fig. 7, described connecting plate 24 bottom
Face is provided with protector 28, and described protector 28 is enclosed in one end that described screw rod 25 passes through described through hole.It is arranged such, first may be used
To prevent concrete from eating extremely threaded rod, lead to threaded rod cannot adjust, in addition, the fixation of whole Side fascia can also be facilitated,
For importantly, an end face of protector 28 is close to in-situ layer 32, after in-situ layer 32 concrete setting, concrete can be with shape
The leaning support of protector 28 end face, prevents connecting plate 24 because bearing the deadweight of wallboard and flexural deformation in pairs.
On the basis of above-described embodiment, in another embodiment of the utility model, described grout pipe 29 is bellows.So
Setting, the contact area that grout pipe 29 can be effectively increased with the slurry that pours into grout pipe in 29, and then increase bonding therebetween
Power.
The above is only preferred embodiment of the present utility model it is noted that common skill for the art
For art personnel, on the premise of without departing from the utility model principle, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (22)
1. node installed by a kind of Side fascia, and including upper Side fascia, lower Side fascia and crossbeam, described upper Side fascia and lower Side fascia are extremely
Include heat-insulation layer and concrete less it is characterised in that also including the connector for fixing upper Side fascia, described connection
Part includes connecting plate and anchoring piece, and described connecting plate top arranges finite place piece, described anchoring piece be located at connecting plate bottom and with
Connecting plate is connected, and described crossbeam upper end is provided with in-situ layer, and described anchoring piece is anchored in in-situ layer, and described locating part is by upper exterior wall
In the upper Side fascia of plate bottom insertion；The end of described upper Side fascia and lower Side fascia be xoncrete structure, described upper Side fascia with
The linkage interface of lower Side fascia is provided with waterproof tongue and groove, is reserved with splicing seams between described upper Side fascia and lower Side fascia, described
The inner side and outer side of splicing seams is equipped with seal, and described upper Side fascia and/or lower Side fascia are provided with injected hole, by described note
Slurry hole is perfused with waterproofing slurry in described splicing seams.
2. Side fascia according to claim 1 installs node it is characterised in that described waterproof tongue and groove is inside lower Side fascia
Discrepancy in elevation waterproof tongue and groove high, that outside is low.
3. Side fascia according to claim 1 installs node it is characterised in that described waterproof tongue and groove includes being arranged on outside lower
The tenon of wallboard and the tongue-and-groove being arranged on Side fascia, described tenon stretches in described tongue-and-groove.
4. Side fascia according to Claims 2 or 3 installs node it is characterised in that described upper Side fascia and/or lower exterior wall
Plate is provided with plural injected hole.
5. Side fascia according to Claims 2 or 3 installs node it is characterised in that described upper Side fascia and/or lower exterior wall
Plate is provided with steam vent.
6. Side fascia according to claim 4 installs node it is characterised in that described seal bottom is coated with adhesive
Or it is provided with double faced adhesive tape.
7. Side fascia according to claim 6 installs node it is characterised in that the bottom surface of described upper Side fascia and lower exterior wall
The top surface of plate is matsurface.
8. Side fascia according to claim 7 installs node it is characterised in that described lower Side fascia top is provided with least one
Individual blind hole.
9. Side fascia according to claim 8 installs node it is characterised in that described injected hole is hollow hole or pre-buried
Hollow bushing.
10. Side fascia according to claim 9 node is installed it is characterised in that described waterproofing slurry be waterproof mortar or
Foam concrete.
11. Side fascias according to claim 1 nodes are installed it is characterised in that be embedded with described upper Side fascia for
The securing member of fixing described locating part.
Node installed by 12. Side fascias according to claim 11 it is characterised in that described securing member is grout pipe, described
Grout pipe connects bottom and the side wall of described upper Side fascia, and described locating part inserts in described grout pipe by upper Side fascia bottom,
It is perfused with slurry in described grout pipe.
Node installed by 13. Side fascias according to claim 11 it is characterised in that described securing member is to connect box, described
The base plate connecting box is provided with patchhole, and described locating part inserts after passing through described patchhole in described connection box.
14. Side fascias according to claim 12 or 13 node is installed it is characterised in that described anchoring piece one end be connected
Plate is connected, and the other end extends to the direction away from adjustable member, and described anchoring piece is parallel with connecting plate.
15. Side fascias according to claim 14 install node it is characterised in that described anchoring piece is parallel by two or more
The anchoring supporting leg of setting is constituted.
16. Side fascias according to claim 15 install node it is characterised in that described connector also includes adjustable member,
Described adjustable member is worn and is connect described connecting plate and can move in vertical direction relative to connecting plate.
17. Side fascias according to claim 16 install node it is characterised in that described adjustable member includes being opened in connection
Screw on plate and the screw rod using cooperatively with described screw, described screw rod is worn and is connect described screw can be along the axial direction of described screw
Mobile.
18. Side fascias according to claim 16 install node it is characterised in that described connecting plate offers through hole, institute
State adjustable member and include being fixedly connected on the nut of described connecting plate bottom surface tapping and the screw rod using with described nut screw connection, institute
State screw rod and wear and connect described nut and through hole can be along the axial movement of described through hole.
19. Side fascias according to claim 18 install node it is characterised in that described adjustable member also includes adjustable plate,
Described adjustable plate is fixedly connected on described screw tip, and described locating part is connected to the top of described adjustable plate.
Node installed by 20. Side fascias according to claim 19 it is characterised in that described locating part is wrong with adjustable member axis
Position setting.
21. Side fascias according to claim 19 install node it is characterised in that described connecting plate bottom surface is provided with protection
Part, described protector is enclosed in one end that described screw rod passes through described through hole.
Node installed by 22. Side fascias according to claim 12 it is characterised in that described grout pipe is bellows.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620518573.8U CN205976150U (en) | 2016-05-31 | 2016-05-31 | Side fascia installation node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620518573.8U CN205976150U (en) | 2016-05-31 | 2016-05-31 | Side fascia installation node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976150U true CN205976150U (en) | 2017-02-22 |
Family
ID=58020047
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620518573.8U Expired - Fee Related CN205976150U (en) | 2016-05-31 | 2016-05-31 | Side fascia installation node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976150U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971155A (en) * | 2016-05-31 | 2016-09-28 | 中民筑友科技投资有限公司 | Installation joint for outer wallboards |
| CN110080457A (en) * | 2019-06-06 | 2019-08-02 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | A kind of out-hung panel and vertical connection structure |
-
2016
- 2016-05-31 CN CN201620518573.8U patent/CN205976150U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971155A (en) * | 2016-05-31 | 2016-09-28 | 中民筑友科技投资有限公司 | Installation joint for outer wallboards |
| CN110080457A (en) * | 2019-06-06 | 2019-08-02 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | A kind of out-hung panel and vertical connection structure |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 5 / F, office building 2, Zhongmin zhuyou Co., Ltd., No. 10, Zhongshi Road, shaping street, Kaifu District, Changsha City, Hunan Province, 410000 Patentee after: Zhuyou Zhizao Technology Investment Co.,Ltd. Address before: 410205 room 3005, complex building, Changsha Jin Xia bonded logistics center, 30 Xingang Road, Kaifu District, Changsha, Hunan. Patentee before: Zhongmin Zhuyou Technology Investment Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201215 Address after: No. 10, Zhongshi Road, Kaifu District, Changsha City, Hunan Province Patentee after: ZHONGMIN ZHUYOU ARCHITECTURAL DESIGN CO.,LTD. Address before: 5 / F, office building 2, Zhongmin zhuyou Co., Ltd., No. 10, Zhongshi Road, shaping street, Kaifu District, Changsha City, Hunan Province, 410000 Patentee before: Zhuyou Zhizao Technology Investment Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 |