CN207003634U - A kind of balcony slab installs node - Google Patents
A kind of balcony slab installs node Download PDFInfo
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- CN207003634U CN207003634U CN201620784166.1U CN201620784166U CN207003634U CN 207003634 U CN207003634 U CN 207003634U CN 201620784166 U CN201620784166 U CN 201620784166U CN 207003634 U CN207003634 U CN 207003634U
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- balcony slab
- side fascia
- floor
- lower side
- balcony
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- 210000003195 fascia Anatomy 0.000 claims abstract description 99
- 238000009434 installation Methods 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 238000004873 anchoring Methods 0.000 claims description 10
- 239000002002 slurry Substances 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 17
- 238000000034 method Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000009413 insulation Methods 0.000 description 4
- 238000009417 prefabrication Methods 0.000 description 4
- 239000002344 surface layer Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229920001971 elastomer Polymers 0.000 description 2
- 239000000806 elastomer Substances 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to construction engineering technical field, disclose a kind of balcony slab installation node, including floor, lower Side fascia and balcony slab, the floor is overlapped on lower Side fascia, the outside on the lower Side fascia top is provided with overhanging component, the overhanging component is fixedly connected with lower Side fascia, the balcony slab be arranged on Cantilever Beams top and with the close spelling of the floor.The utility model overhanging component is mainly used in supporting balcony slab, and the overhanging component can be cantilevered plate or Cantilever Beams；Balcony slab of the present utility model be arranged on the top of overhanging component and with the close spelling of floor, during construction, the installation of prefabricated balcony slab is independent of building body, can individually it construct, the installation of prefabricated balcony plate can be carried out again after the completion of building body, work progress is without the operations such as any cast-in-place or grouting, not only simple installation, and short construction period simultaneously.
Description
Technical field
The utility model belongs to construction engineering technical field, and in particular to a kind of balcony slab installs node.
Background technology
The balcony slab of traditional architecture uses the form of construction work of cast-in-site mostly, exist site operation amount big, complex process,
The problem of progress is slow, efficiency is low, the cycle is long and workmen's degree of safety is not high, it is unfavorable for playing Modern Residence industrialization advantage.
In the prior art, the form of construction work directly installed using prefabricated balcony plate is gradually increased, patent
CN103255834A discloses a kind of prefabricated thermal insulation balcony, including balcony floor, balcony fence and overhanging anchor bar, the sun
Platform bottom plate includes lower precast surface layer, balcony floor heat-insulation layer, upper precast surface layer and balcony floor Steel bar rack, the balcony fence
Including outer precast surface layer, balcony fence heat-insulation layer, interior precast surface layer and balcony fence Steel bar rack, prefabricated reinforced concrete insulation
Balcony is effectively connected by the overhanging anchor bar arranged in balcony floor and balcony fence with agent structure.Patent
CN103334495A discloses a kind of prefabricated balcony attachment structure containing steel bar girder, including prefabricated balcony plate, prestressing force are folded
Plywood, precast beam, the prefabricated balcony plate include prefabricated balcony plate principal rod, and prefabricated balcony plate principal rod, which stretches out, is located at prestressing force
In superimposed sheet；Also include steel bar girder, steel bar girder is laterally homogeneous to be arranged in prestressing force superimposed sheet and perpendicular to the pre- of both sides
Beam processed, and steel bar girder intersects anchoring with prefabricated balcony plate principal rod.The first balcony is in construction, due to overhanging anchor bar
It is integrative-structure with balcony floor and balcony fence, it is therefore necessary to be poured simultaneously with building body, site operation amount is big；Second
Kind because prefabricated balcony plate principal rod stretches out and be located in prestressing force superimposed sheet, have to take into account building body when constructing and answer in advance
The construction time of power superimposed sheet, progress is slow, efficiency is low, long construction period.
In summary, therefore the balcony slab installation node for developing that a kind of simple installation, speed of application are fast, are connected firmly is needed badly.
Utility model content
The purpose of this utility model is to provide the balcony slab installation section that a kind of simple installation, speed of application are fast, are connected firmly
Point.
Above-mentioned purpose is to be achieved through the following technical solutions：A kind of balcony slab installs node, including floor, lower Side fascia and
Balcony slab, the floor are overlapped on lower Side fascia, and the outside on the lower Side fascia top is provided with overhanging component, the structure of encorbelmenting
Part is fixedly connected with lower Side fascia, the balcony slab be arranged on Cantilever Beams top and with the close spelling of the floor.In work progress, treat
Wainscot sheathing is with after floor dropping place, lifting overhanging component, it is fixedly linked with wainscot sheathing upper outside, then hoisting prefabricated sun
Platen, the top of balcony slab dropping place to overhanging component and with the close spelling of floor.The utility model overhanging component is mainly used in support sun
Platen, the overhanging component can be cantilevered plate or Cantilever Beams；Balcony slab of the present utility model is arranged on the top of overhanging component
And with the close spelling of floor, during construction, the installation of prefabricated balcony slab can individually construct independent of building body, you can to build
Build the installation for carrying out prefabricated balcony plate after the completion of main body again, while work progress is without operations such as any cast-in-place or grouting, not only
Simple installation, and short construction period.In addition, the utility model difference with by overhanging component and the prefabricated integral knot of balcony slab
Structure, the thickness of overhanging component is greatly reducing, not only making is simple, has saved production cost, while enormously simplify installation
Process, and solve to encorbelment outside building to a certain extent and have caused by overhanging component unsightly problem.
Further, the overhanging component is bolted with lower Side fascia.The overhanging component is provided with end plate, the end
Plate and lower Side fascia are equipped with through hole, and bolt passes through the through hole, and tightens fixation using nut；In this way, realize overhanging component
With being reliably connected for lower Side fascia.
Further, the overhanging component is Cantilever Beams, and the outside on the lower Side fascia top is provided with least two Cantilever Beams,
The balcony slab is overlapped on two Cantilever Beams being disposed adjacent.It is arranged such, the material of overhanging component can be reduced, saved into
This.
Further, the top surface of the balcony slab is less than the top surface of the floor.It is arranged such, floor forms one with balcony slab
The fixed discrepancy in elevation, it is indoor can to prevent that rainwater from penetrating into.
Further, the balcony slab is connected with floor by transverse connection.Reliably connect in this way, balcony slab is formed with floor
Connect, the two is firmly connected, and avoids the balcony slab in the case where the external force such as earthquake act on from producing larger movement.Described transverse connection can
To be to be embedded in respectively in balcony slab and floor and form the fastener inserts being reliably connected.
Further, the Cantilever Beams are provided with the baffle plate for being used for fixing the balcony slab.In this way, balcony slab can be avoided in external force
Effect is lower to be relatively moved with Cantilever Beams.
Further, in addition to upper Side fascia, the upper Side fascia are connected with lower Side fascia by vertical connector.
Further, there is brace between the upper Side fascia and balcony slab.Described brace one end is connected with upper Side fascia,
The other end is connected with balcony slab, ensures the stability of balcony slab in this way, being connected using brace and can accordingly increase balcony slab
Load-bearing, while brace can play decoration function, do not interfere with attractive in appearance as the guardrail of balcony.
Further, the floor is provided with jack hole, and the vertical connector passes through the jack hole by upper Side fascia with
Side fascia connection is integral.Because vertical connector passes through the jack hole set on floor, therefore vertical connector plays to floor
Certain fixation and connection function, structure so of the present utility model is more firm.
Further, the vertical connector includes the screw rod being embedded in lower Side fascia and is embedded in Side fascia
Fastener inserts, the screw rod is connected through jack hole with the fastener inserts in upper Side fascia, and tightens fixation by nut.Such as
This, upper Side fascia sockets fixation with lower Side fascia by screw rod, and structural strength is high；Side fascia is with in the connection of vertical connector
In the operating process of Side fascia, for the ease of construction, screw rod is connected, can set in upper Side fascia by tightening nuts with fastener inserts
Gathering hole at fastener inserts, when the filling paste in gathering hole, slurry can fill the jack hole simultaneously, and hardening aftershaping mixes
Native shear connector is coagulated, it is firm solid, effectively absorb and consume transverse direction, oblique shear power between four.
Further, the fastener inserts include the connecting plate provided with through hole and the anchoring supporting leg being arranged on connecting plate.
The setting of supporting leg is anchored, anchor force of the fastener inserts in floor can be effectively increased, improve the knot that connecting plate is connected with floor
Structure intensity.
Further, the fastener inserts are connection box, and the bottom of the connection box is provided with through hole.
Further, the connection box at least one side outside upper Side fascia with connecting to form gathering hole.In the pre-buried mistake of connection box
Cheng Zhong, its one side leaving certain gaps uncovered by the economic plan, and breach outside upper Side fascia with connecting, in this way, without another in the prefabrication process of upper Side fascia
Outer setting gathering hole, and after filling paste in breach, set the position of connection box to form hard point, the fastener inserts made and spiral shell
Bar is connected firmly.
Further, slurry is filled with the gathering hole.It is arranged such, on the one hand can solves caused by reservation operations mouth
Unsightly problem, on the other hand, after the slurry in gathering hole solidifies, fixing bolt can be played a part of, avoid using year
Limit long or external force under the influence of bolt looseness.Now filling paste has no effect on construction speed, is carried out again without waiting for slurry hardening
The installation of next prefabricated component node.Certainly, jack hole is filled while filling paste in gathering hole, such node is more firm.
Further, the screw rod is provided with anchoring piece.It is arranged such, anchoring of the screw rod in lower Side fascia can be effectively increased
Power, the structural strength that screw rod is connected with lower Side fascia is improved, substantially increase the resistance to drawing ability of screw rod, can effectively prevent
Screw rod axially and radially moving in lower Side fascia under external force, especially rotating nuts twist fastener inserts and screw rod
When fastening, so, screw rod is also connected more firm with fastener inserts.
Further, the contact surface of upper Side fascia and floor and/or the contact surface of lower Side fascia and floor are embedded with elastic water-proof
Body.In the prefabrication process of Side fascia and/or floor, elastic water-proof body is embedded in its Mosaic face, when the utility model is completed to spell
After dress docking, water-proof elastomer is tightly squeezed in the Mosaic face of the two by Side fascia and floor, in this way, water can be prevented along Side fascia
With the Mosaic face seepage of floor.Certainly, multiple elastic water-proof bodies can be embedded with its Mosaic face.It is preferred that can with elastic water-proof body
Contact surface the Mosaic face of groove, elastic water-proof body side insertion floor or Side fascia is set, opposite side is squeezed into corresponding outer
In the groove of wallboard or floor Mosaic face, waterproof effect so can be both played, nor affects on the smooth of the two contact surface.
Further, the stitching portion of upper Side fascia and floor and/or the stitching portion of lower Side fascia and floor are provided with waterproof steel plate,
Adjacent waterproof steel plate welding is integral.It is arranged such, waterproof steel plate now plays a part of closing or blocks Mosaic face, can
Effectively prevent water along Mosaic face seepage.Certainly, welding position can be polished flat by sander after waterproof steel plate welding, makes it
It is more attractive in appearance.
Brief description of the drawings
Form a part of accompanying drawing of the present utility model to be used for providing further understanding to of the present utility model, this practicality is new
The schematic description and description of type is used to explain the utility model, does not form to improper restriction of the present utility model.
Fig. 1 is that a kind of vertical cross section structure of balcony slab installation node involved by a kind of embodiment of the utility model is shown
It is intended to；
Fig. 2 is the vertical cross section schematic diagram in another section that a kind of balcony slab involved in Fig. 1 installs node；
Fig. 3 is the vertical cross section schematic diagram of the balcony slab installation node involved by another embodiment in Fig. 1.
In figure：
The balcony slab of 2 times Side fascias of Side fascia, 3 floor 4 on 1
The connecting plate of 5 bolt, 6 screw rod, 7 nut 8
The anchoring piece 12 of 9 10 gathering hole of anchoring supporting leg 11 connects box
The bottom plate of 13 overhanging component, 14 end plate, 15 top plate 16
Embodiment
The utility model is described in detail below in conjunction with the accompanying drawings, the description of this part be only it is exemplary and explanatory,
There should not be any restriction effect to the scope of protection of the utility model.In addition, those skilled in the art's retouching according to this document
State, respective combination can be carried out to the feature in embodiment in this document and in different embodiments.
The utility model embodiment is as follows, reference picture 1, and a kind of balcony slab installs node, including floor 3, the and of lower Side fascia 2
Balcony slab 4, the floor 3 are overlapped on lower Side fascia 2, and the outside on the lower top of Side fascia 2 is provided with overhanging component 13, described
Overhanging component 13 is fixedly connected with lower Side fascia 2, the balcony slab 4 be arranged on Cantilever Beams top and with the 3 close spelling of floor.Apply
During work, after wainscot sheathing and the dropping place of floor 3, overhanging component 13 is lifted, it is fixedly linked with wainscot sheathing upper outside, so
Hoisting prefabricated balcony slab 4 afterwards, the dropping place of balcony slab 4 to the top of overhanging component 13 and with 3 close spelling of floor.The utility model is encorbelmented
Component 13 is mainly used in supporting balcony slab 4, and the overhanging component 13 can be cantilevered plate or Cantilever Beams；Balcony of the present utility model
Plate 4 be arranged on the top of overhanging component 13 and with 3 close spelling of floor, during construction, the installation of prefabricated balcony slab 4 is independent of building
Main body, can individually construct, you can to carry out the installation of prefabricated balcony plate 4 again after the completion of building body, while work progress without
The operations such as any cast-in-place or grouting, not only simple installation, and short construction period.In addition, the utility model difference will be with that will encorbelment
Component 13 and the prefabricated integral structure of balcony slab 4, greatly reducing the thickness of overhanging component 13, not only make simple, section
About production cost, while enormously simplify installation process, and solve to encorbelment outside building to a certain extent and have structure of encorbelmenting
Unsightly problem caused by part 13.Close match-place described in the utility model, which connects, refers to that prefabricated component stitching portion leaves no gaps, should
Work as understanding, do not imply that the stitching portion of prefabricated component does not have a gap completely, and in the work progress of reality, due to rigging error or
Mosaic face out-of-flatness, can often there is tiny gap during splicing.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the overhanging component 13 is with
Side fascia 2 is connected by bolt 5.The overhanging component 13 is provided with end plate 14, and the end plate 14 and lower Side fascia 2 are equipped with logical
Hole, bolt 5 passes through the through hole, and tightens fixation using nut 7；In this way, realize the reliable of overhanging component 13 and lower Side fascia 2
Connection.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the overhanging component 13 is outstanding
Outrigger, the outside on the lower top of Side fascia 2 are provided with least two Cantilever Beams, and the balcony slab 4 is overlapped on two be disposed adjacent
On root Cantilever Beams.It is arranged such, the material of overhanging component 13 can be reduced, it is cost-effective.The Cantilever Beams include top plate 15 and bottom
Plate 16, and the web of connection top plate 15 and bottom plate 16.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1~3, the top of the balcony slab 4
Face is less than the top surface of the floor 3.It is arranged such, floor 3 forms certain discrepancy in elevation with balcony slab 4, can prevent rainwater from penetrating into room
It is interior.
On the basis of above-described embodiment, in another embodiment of the utility model, the balcony slab 4 passes through horizontal stroke with floor 3
Connected to connector.It is reliably connected in this way, balcony slab 4 is formed with floor 3, the two is firmly connected, and is avoided in the outer masterpiece such as earthquake
Larger movement is produced with lower balcony slab 4.Described transverse connection can be embedded in respectively in balcony slab 4 and floor 3
And form the fastener inserts being reliably connected.
On the basis of above-described embodiment, in another embodiment of the utility model, the Cantilever Beams, which are provided with, to be used to fix institute
State the baffle plate of balcony slab 4.In this way, balcony slab 4 can be avoided to be relatively moved under external force with Cantilever Beams.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2 and Fig. 3, in addition to upper Side fascia
1, the upper Side fascia 1 is connected with lower Side fascia 2 by vertical connector.
On the basis of above-described embodiment, in another embodiment of the utility model, the upper Side fascia 1 and balcony slab 4 it
Between have brace.Described brace one end is connected with upper Side fascia 1, and the other end is connected with balcony slab 4, in this way, using oblique pull
Bar connection ensures the stability of balcony slab 4 and can accordingly increase the load-bearing of balcony slab 4, while brace can be as the shield of balcony
Column, decoration function is played, do not interfered with attractive in appearance.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2 and Fig. 3, the floor 3 is provided with
Jack hole, the vertical connector connect upper Side fascia 1 and lower Side fascia 2 through the jack hole integral.Due to vertical
Connector passes through the jack hole set on floor 3, therefore vertical connector serves certain fixation and connection function to floor 3,
Structure so of the present utility model is more firm.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2 and Fig. 3, the vertical connector
Including the screw rod 6 being embedded in lower Side fascia 2 and the fastener inserts being embedded in upper Side fascia 1, the screw rod 6, which is worn, to be connect
Hole is connected with the fastener inserts in upper Side fascia 1, and tightens fixation by nut 7.In this way, upper Side fascia 1 is logical with lower Side fascia 2
Cross screw rod 6 and socket fixation, structural strength is high；In the connection of vertical connector in the operating process of Side fascia 1 and lower Side fascia 2,
For the ease of construction, screw rod 6 is connected by tightening nuts with fastener inserts, can set gathering hole at fastener inserts in upper Side fascia 1
10, when the filling paste in gathering hole 10, slurry can fill the jack hole simultaneously, harden aftershaping concrete shear key,
It is firm solid, effectively absorb and consume transverse direction, oblique shear power between four.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2, the fastener inserts include setting
The anchoring supporting leg 9 for having the connecting plate 8 of through hole and being arranged on connecting plate 8.The setting of supporting leg 9 is anchored, can be effectively increased pre-buried
Anchor force of the component in floor 3, improve the structural strength that connecting plate 8 is connected with floor 3.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3, the fastener inserts are connection
Box 12, the bottom of the connection box 12 are provided with through hole.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3, the connection box 12 at least one
Face outside upper Side fascia 1 with connecting to form gathering hole 10.Connection box 12 it is pre-buried during, its one side leaving certain gaps uncovered by the economic plan, and breach
With being connected outside upper Side fascia 1, in this way, without setting gathering hole 10 in addition in the prefabrication process of upper Side fascia 1, and when in breach
After filling paste, the position of connection box 12 is set to form hard point, the fastener inserts made are connected firmly with screw rod 6.
On the basis of above-described embodiment, in another embodiment of the utility model, slurry is filled with the gathering hole 10.
It is arranged such, on the one hand can solves caused by reservation operations mouth 10 unsightly problem, on the other hand, the slurry in gathering hole 10
After material solidification, fixing bolt 5 can be played a part of, avoiding service life, bolt 5 loosens long or under the influence of external force.Now fill
Slurry has no effect on construction speed, carries out the installation of next prefabricated component node again without waiting for slurry hardening.Certainly, gathering hole 10
Jack hole is filled while interior filling paste, such node is more firm.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2 and Fig. 3, set on the screw rod 6
There is anchoring piece 11.It is arranged such, anchor force of the screw rod 6 in lower Side fascia 2 can be effectively increased, improve screw rod 6 and lower exterior wall
The structural strength that plate 2 connects, substantially increases the resistance to drawing ability of screw rod 6, can effectively prevent that screw rod 6 exists under external force
When fastener inserts and screw rod 6 are tightened fixed by axially and radially moving in lower Side fascia 2, especially rotating nuts 7, so,
Screw rod 6 is also connected more firm with fastener inserts.
On the basis of above-described embodiment, in another embodiment of the utility model, the contact surface of upper Side fascia 1 and floor 3
And/or the contact surface of lower Side fascia 2 and floor 3 is embedded with elastic water-proof body., will in the prefabrication process of Side fascia and/or floor 3
Elastic water-proof body is embedded in its Mosaic face, and after the utility model completes assembled docking, Side fascia and floor 3 are tight by water-proof elastomer
The Mosaic face of the two is tightly squeezed in, in this way, Mosaic face seepage of the water along Side fascia and floor 3 can be prevented.Certainly, can be in its splicing
Face is embedded with multiple elastic water-proof bodies.It is preferred that groove, the insertion of elastic water-proof body side can be set with the contact surface of elastic water-proof body
The Mosaic face of floor 3 or Side fascia, opposite side are squeezed into the groove of the corresponding Mosaic face of Side fascia or floor 3, so both may be used
Waterproof effect is played, nor affects on the smooth of the two contact surface.
On the basis of above-described embodiment, in another embodiment of the utility model, the stitching portion of upper Side fascia 1 and floor 3
And/or the stitching portion of lower Side fascia 2 and floor 3 is provided with waterproof steel plate, the welding of adjacent waterproof steel plate is integral.It is arranged such,
Waterproof steel plate now plays a part of closing or blocks Mosaic face, can effectively prevent water along Mosaic face seepage.Certainly, waterproof steel
Welding position can be polished flat by sander after plate weld, make it more attractive in appearance.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (17)
1. a kind of balcony slab installs node, including floor, lower Side fascia and balcony slab, the floor are overlapped on lower Side fascia,
Characterized in that, the outside on the lower Side fascia top is provided with overhanging component, the overhanging component is fixedly connected with lower Side fascia,
The balcony slab be arranged on overhanging component top and with the close spelling of the floor.
2. balcony slab according to claim 1 installs node, it is characterised in that the overhanging component passes through with lower Side fascia
Bolt connection.
3. balcony slab according to claim 2 installs node, it is characterised in that the overhanging component is Cantilever Beams, described
The outside on lower Side fascia top is provided with least two Cantilever Beams, and the balcony slab is overlapped on two Cantilever Beams being disposed adjacent.
4. balcony slab according to claim 3 installs node, it is characterised in that the top surface of the balcony slab is less than the building
The top surface of plate.
5. balcony slab according to claim 4 installs node, it is characterised in that the balcony slab is with floor by laterally connecting
Fitting connects.
6. balcony slab according to claim 4 installs node, it is characterised in that the Cantilever Beams, which are provided with, to be used for described in fixation
The baffle plate of balcony slab.
7. the balcony slab installation node according to claim 1~6 any one, it is characterised in that also including upper Side fascia,
The upper Side fascia is connected with lower Side fascia by vertical connector.
8. balcony slab according to claim 7 installs node, it is characterised in that has between the upper Side fascia and balcony slab
Brace.
9. balcony slab according to claim 7 installs node, it is characterised in that the floor is provided with jack hole, described perpendicular
Upper Side fascia is connected with lower Side fascia to connector through the jack hole integral.
10. balcony slab according to claim 9 installs node, it is characterised in that the vertical connector includes being embedded in
Screw rod in lower Side fascia and the fastener inserts being embedded in Side fascia, the screw rod through jack hole with upper Side fascia
Fastener inserts be connected, and fixation is tightened by nut.
11. balcony slab according to claim 10 installs node, it is characterised in that the fastener inserts include being provided with through hole
Connecting plate and the anchoring supporting leg that is arranged on connecting plate.
12. balcony slab according to claim 10 installs node, it is characterised in that the fastener inserts are to connect box, institute
The bottom for stating connection box is provided with through hole.
13. balcony slab according to claim 12 installs node, it is characterised in that the connection box at least one side with it is upper outer
Connected outside wallboard and form gathering hole.
14. balcony slab according to claim 13 installs node, it is characterised in that slurry is filled with the gathering hole.
15. balcony slab according to claim 10 installs node, it is characterised in that the screw rod is provided with anchoring piece.
16. balcony slab according to claim 1 installs node, it is characterised in that the contact surface of upper Side fascia and floor and/
Or the contact surface of lower Side fascia and floor is embedded with elastic water-proof body.
17. balcony slab according to claim 1 installs node, it is characterised in that the stitching portion of upper Side fascia and floor and/
Or the stitching portion of lower Side fascia and floor is provided with waterproof steel plate, the welding of adjacent waterproof steel plate is integral.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620784166.1U CN207003634U (en) | 2016-07-22 | 2016-07-22 | A kind of balcony slab installs node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620784166.1U CN207003634U (en) | 2016-07-22 | 2016-07-22 | A kind of balcony slab installs node |
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| Publication Number | Publication Date |
|---|---|
| CN207003634U true CN207003634U (en) | 2018-02-13 |
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ID=61427603
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620784166.1U Active CN207003634U (en) | 2016-07-22 | 2016-07-22 | A kind of balcony slab installs node |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978849A (en) * | 2018-07-22 | 2018-12-11 | 北京工业大学 | A kind of steel frame mechanization assembly type balcony |
| CN109024872A (en) * | 2018-07-22 | 2018-12-18 | 北京工业大学 | A kind of concrete frame mechanization assembly type balcony |
| CN109208750A (en) * | 2018-07-22 | 2019-01-15 | 北京工业大学 | A kind of steel frame mechanization assembly type adds support balcony |
| CN109610630A (en) * | 2018-07-22 | 2019-04-12 | 北京工业大学 | A kind of concrete frame mechanization assembly type balcony |
| CN110374193A (en) * | 2019-08-08 | 2019-10-25 | 南通联泷装配式建筑科技有限公司 | A kind of prefabricated assembled slab balcony and construction method |
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2016
- 2016-07-22 CN CN201620784166.1U patent/CN207003634U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978849A (en) * | 2018-07-22 | 2018-12-11 | 北京工业大学 | A kind of steel frame mechanization assembly type balcony |
| CN109024872A (en) * | 2018-07-22 | 2018-12-18 | 北京工业大学 | A kind of concrete frame mechanization assembly type balcony |
| CN109208750A (en) * | 2018-07-22 | 2019-01-15 | 北京工业大学 | A kind of steel frame mechanization assembly type adds support balcony |
| CN109610630A (en) * | 2018-07-22 | 2019-04-12 | 北京工业大学 | A kind of concrete frame mechanization assembly type balcony |
| CN110374193A (en) * | 2019-08-08 | 2019-10-25 | 南通联泷装配式建筑科技有限公司 | A kind of prefabricated assembled slab balcony and construction method |
| CN110374193B (en) * | 2019-08-08 | 2024-04-09 | 南通联泷装配式建筑科技有限公司 | Prefabricated assembled plate type balcony and construction method |
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