CN110424529A - A kind of prefabricated assembled Cantilever Beams balcony and construction method - Google Patents
A kind of prefabricated assembled Cantilever Beams balcony and construction method Download PDFInfo
- Publication number
- CN110424529A CN110424529A CN201910738731.9A CN201910738731A CN110424529A CN 110424529 A CN110424529 A CN 110424529A CN 201910738731 A CN201910738731 A CN 201910738731A CN 110424529 A CN110424529 A CN 110424529A
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- Prior art keywords
- balcony
- overhanging
- composite beam
- cantilever beams
- superimposed sheet
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- 238000010276 construction Methods 0.000 title claims abstract description 11
- 239000002131 composite material Substances 0.000 claims abstract description 61
- 210000003205 muscle Anatomy 0.000 claims abstract description 45
- 238000009434 installation Methods 0.000 claims abstract description 8
- 238000010079 rubber tapping Methods 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 6
- 230000037431 insertion Effects 0.000 claims description 6
- 238000007569 slipcasting Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000011017 operating method Methods 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 239000011120 plywood Substances 0.000 claims description 3
- 238000010008 shearing Methods 0.000 claims description 3
- 238000004873 anchoring Methods 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 10
- 238000012545 processing Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001727 in vivo Methods 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/003—Balconies; Decks
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of prefabricated assembled Cantilever Beams balcony and construction methods, assembled overhanging beam balcony includes balcony superimposed sheet, balcony seals beam and overhanging composite beam, the balcony overlapping plate face is equipped with last layer, assembly principal rod is equipped in the last layer, one end of the assembly principal rod is stretched out balcony superimposed sheet and is inserted into taper head casing tube, the taper head casing tube setting is on balcony envelope beam, the bottom of the balcony superimposed sheet is shelved on the precast beam of overhanging composite beam in table superposed surfaces, overhanging beam stirrup and overhanging composite beam longitudinal stress muscle are equipped in the overhanging composite beam in last layer.The present invention is by carrying out dissipating respectively spelling assembling prefabricated balcony superimposed sheet and prefabricated overlapping Cantilever Beams, without building template, improve the construction efficiency of balcony, prefabricated balcony superimposed sheet and Cantilever Beams can carry out concentrating stacking and transport, it manufactures conveniently, simultaneously can also it is assembled at the scene after lift installation, be advantageously implemented automated production processing, it is high-efficient.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to a kind of prefabricated assembled Cantilever Beams balcony and construction party
Method.
Background technique
Existing prefabricated Cantilever Beams balcony slab is that integral prefabricated pour is smash with Cantilever Beams and front envelope beam, disadvantage: when casting,
First complicated molding is needed, also needs to hang molding work and assembling reinforcement, cannot achieve automatic industrial production, production efficiency is lower, is not easy
Production is poured, all inconvenience is stacked in transport, and production production cost is higher, and speed of production is slow, is unfavorable for realizing automated production.
Summary of the invention
The purpose of the present invention is to provide a kind of prefabricated assembled Cantilever Beams balcony and construction methods, to solve above-mentioned background
The problem of being proposed in technology.
To achieve the above object, the invention provides the following technical scheme: a kind of prefabricated assembled Cantilever Beams balcony, including sun
Platform superimposed sheet, balcony envelope beam and overhanging composite beam, the balcony overlapping plate face are equipped with last layer, are equipped with dress in the last layer
With principal rod, one end of the assembly principal rod is stretched out balcony superimposed sheet and is inserted into taper head casing tube, and the other end is inserted into wall
Interior, the taper head casing tube crosses setting on balcony envelope beam section, is furnished with conical head nut on the taper head casing tube, described
The bottom of balcony superimposed sheet is shelved on the precast beam of overhanging composite beam in table superposed surfaces, and the balcony superimposed sheet and overhanging overlap
Liang Shangshe last layer, the last layer are equipped with longitudinal stress muscle in overhanging composite beam, are equipped with overhanging in the overhanging composite beam
Beam stirrup, overhanging composite beam lower part are equipped with longitudinal direction by beading and assemble principal rod, longitudinal stress muscle in the overhanging composite beam
One end tapping, which is threadably secured, is connected to one end in sleeve, and the sleeve other end connect other end insertion wall with screw flight
The slip casting in the taper head casing tube that corresponding position is reserved in vivo, taper head casing tube of the screw rod on balcony envelope beam are described
Screw rod is tightened with tapered cup nut, and the tapered cup nut peripheral wall forms anchorage with conical head casing and fixes, the Cantilever Beams upper layer
One end tapping of longitudinal stress muscle, the taper reserved across balcony envelope beam section tighten that form anchorage solid with tapered cup nut again
It is fixed, the other end protrude into wall 1.1 times or more connect entirety with collar tie beam muscle after pour, the assembly principal rod is used for assembling stage just
In installation stress, while Cantilever Beams composite beam waist muscle and the effect of beam head shearing resistance stress are aided in, principal rod is prefabricated at top part
Interior, one end is provided with tapping and sleeve connection, the other end of the sleeve and screw rod screw connection, the screw rod other end and wall
The reserved sleeve connection in internal corresponding position, meets the positioning stress of installation.
Preferably, overhanging composite beam head joint is provided with conical head casing connection combination anchor on the balcony envelope beam
Part is anchored with longitudinal stress muscle.
Preferably, the extension end of the assembly principal rod in the balcony last layer is equipped on screw thread and screw thread and is bolted with taper
The conical head inner wall of nut, the tapered cup nut and taper head casing tube one end pushes against.
Preferably, the prefabricated Cantilever Beams balcony all uses branch to make, and sectional overhangs monoblock type balcony, and
It is connect by the assembly principal rod being arranged in prefabricated Cantilever Beams with sleeve and connecting screw.
Preferably, the upper layer of the balcony superimposed sheet and overhanging composite beam is equipped with whole last layer, is reached by whole pour
Composite assembly overall coordination stress.
Preferably, overhanging overlapping beam stirrup is fixed with Cantilever Beams longitudinal stress muscle electric welding in the Cantilever Beams, described
Overhanging beam stirrup protrudes into balcony superimposed sheet last layer.
A kind of construction method of prefabricated assembled Cantilever Beams balcony, including following operating procedure:
S1: assembly overhanging composite beam is reserved on balcony envelope beam corresponding with longitudinal stress muscle in overhanging composite beam first
Taper head casing tube is installed in position, and taper head casing tube and main reinforcement welding are poured and are filled in balcony envelope beam, will be in prefabricated Cantilever Beams
Cantilever Beams longitudinal stress muscle is attached with sleeve one end, then after the sleeve other end is aligned with taper head casing tube using screw rod into
Row connection, is later tightened screw rod using tapered cup nut, is tightened Cantilever Beams longitudinal stress muscle respectively using tapered cup nut, will
It stretches out in muscle insertion wall and reserves casing slip casting, and assembly principal rod is tightened by sleeve and screw rod with sleeve respectively, thus
Overhanging composite beam is fixed, it is after fixed that prefabricated overhanging composite beam and prefabricated balcony superimposed sheet upper layer muscle cross-lapping is whole
Body；
S2: the assembly principal rod of prefabricated balcony superimposed sheet is inserted into taper head casing tube, and make by assembly balcony superimposed sheet
Assembly principal rod is tensed with tapered cup nut, the other end protrudes into wall 1.1 times or more and overlaps with collar tie beam muscle, while will assemble by
Sleeve is reserved in power muscle and wall and tightens stress, overhanging stress is formed, so that balcony superimposed sheet be fixed；
S3: pouring, and rear pouring concrete is cast on balcony superimposed sheet and overhanging composite beam, integrated poured so that balcony is folded
Plywood and overhanging composite beam form one and dissipate spelling composite entity formula Cantilever Beams balcony.
Technical effect and advantage of the invention:
The present invention, without building template, is improved by assembling prefabricated balcony superimposed sheet and Cantilever Beams respectively
Balcony superimposed sheet and Cantilever Beams after being completed, using last layer, can be formed an entirety, mentioned by the construction efficiency of balcony
High support strength, prefabricated balcony superimposed sheet and Cantilever Beams can be carried out concentrating stacking and transport, be manufactured conveniently, together
When can also it is assembled at the scene after lift installation, be advantageously implemented automated production processing, it is high-efficient.
Detailed description of the invention
Fig. 1 is integral assembling structure schematic diagram of the invention；
Fig. 2 is enlarged structure schematic diagram at A in Fig. 1 of the invention；
Fig. 3 is enlarged structure schematic diagram at B in Fig. 1 of the invention；
Fig. 4 is that balcony superimposed sheet and balcony of the invention seal beam assembling structure schematic diagram；
Fig. 5 is that Cantilever Beams and balcony of the invention seal beam assembling structure schematic diagram；
Fig. 6 is conical head cannula structure schematic diagram of the invention；
Fig. 7 is that balcony of the invention seals beam positive structure schematic.
In figure: 1 tapered cup nut, 2 taper head casing tubes, 201 conical heads, 3 balcony superimposed sheets, 301 last layers, 4 assembly stress
Muscle, 5 sleeves, 6 balconies envelope beam, 7 screw rods, 8 overhanging composite beams, 801 overhanging beam stirrups, 802 longitudinal stress muscle.
Specific embodiment
Below in conjunction with the embodiment of the present invention, technical scheme in the embodiment of the invention is clearly and completely described,
Obviously, described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Based in the present invention
Embodiment, every other embodiment obtained by those of ordinary skill in the art without making creative efforts, all
Belong to the scope of protection of the invention.
As shown in figs. 1-7, a kind of prefabricated assembled Cantilever Beams balcony, including balcony superimposed sheet 3, balcony envelope beam 6 and overhanging
Composite beam 8,3 face of balcony superimposed sheet are equipped with last layer 301, and assembly principal rod 4 is equipped in the last layer 301, described
One end of assembly principal rod 4 is stretched out balcony superimposed sheet 3 and is inserted into taper head casing tube 2, and the other end is inserted into wall, the taper
Head casing tube 2 crosses setting on balcony envelope 6 section of beam, is furnished with conical head nut 1 on the taper head casing tube 2, the balcony is folded
The bottom of plywood 3 is shelved on the precast beam of overhanging composite beam 8 in table superposed surfaces, the balcony superimposed sheet 3 and overhanging composite beam 8
On set last layer 301, the last layer 301 is equipped with longitudinal stress muscle 802 in overhanging composite beam 8, in the overhanging composite beam 8
Equipped with overhanging beam stirrup 801, overhanging 8 lower part of composite beam is equipped with longitudinal by beading 802 and assembly principal rod 4, the overhanging overlapping
One end tapping of longitudinal stress muscle 802, which is threadably secured, in beam 8 is connected to one end in sleeve 5,5 other end of sleeve and spiral shell
Bar 7 is threadedly coupled the slip casting in the taper head casing tube 2 that corresponding position is reserved in other end insertion wall, and the screw rod 7 is through sun
Platform seals the taper head casing tube 2 on beam 6, and the screw rod 7 is tightened with tapered cup nut 1,1 peripheral wall of tapered cup nut and taper headgear
Pipe 2 forms anchorage and fixes, one end tapping of the 8 upper layer longitudinal stress muscle 802 of Cantilever Beams, and it is reserved to pass through balcony envelope 6 section of beam
Taper 2 tighten to form anchorage and fix with tapered cup nut 1 again, the other end protrudes into wall to be connected for 1.1 times or more with collar tie beam muscle
It is poured after connecing entirety, the assembly principal rod 4 is easily installed stress for assembling stage, while aiding in 8 waist of Cantilever Beams composite beam
Muscle and beam head shearing resistance stress act on, and principal rod is prefabricated in top part, and one end is provided with tapping and connect with sleeve 5, the set
The other end of cylinder 5 and 7 screw connection of screw rod, 7 other end of screw rod are connect with the sleeve 5 that corresponding position in wall is reserved, full
The positioning stress of sufficient installation.
Overhanging 8 joints of composite beam are provided with taper head casing tube 2 on the balcony envelope beam 6 and connect combination anchor,
It is anchored with longitudinal stress muscle 4.
The extension end of assembly principal rod 4 in the balcony last layer is equipped on screw thread and screw thread and is bolted with tapered cup nut 1,
The tapered cup nut 1 and 201 inner wall of conical head of 2 one end of taper head casing tube push against.
The prefabricated Cantilever Beams balcony all uses branch to make, and sectional overhangs monoblock type balcony, and by setting
The assembly principal rod 4 set in prefabricated Cantilever Beams 8 is connect with sleeve 5 and connecting screw 7.
The upper layer of the balcony superimposed sheet 3 and overhanging composite beam 8 is equipped with whole last layer 301, reaches group by whole pour
It is merged dress overall coordination stress.
Overhanging overlapping beam stirrup 801 is fixed with 802 electric welding of Cantilever Beams longitudinal stress muscle in the Cantilever Beams 8, described
Overhanging beam stirrup 801 protrudes into balcony superimposed sheet last layer.
A kind of construction method of prefabricated assembled Cantilever Beams balcony, including following operating procedure:
S1: assembly overhanging composite beam 8 is reserved on balcony envelope beam 6 and longitudinal stress muscle 802 in overhanging composite beam 8 first
Opposite position installs taper head casing tube 2, and taper head casing tube 2 and main reinforcement welding are poured and are filled in balcony envelope beam 6, will be prefabricated
Cantilever Beams longitudinal stress muscle 802 is attached with 5 one end of sleeve in Cantilever Beams 8, then by 5 other end of sleeve and taper head casing tube 2
It is attached after alignment using screw rod 7, screw rod 7 is tightened using tapered cup nut 1 later, is twisted respectively using tapered cup nut 1
Tight Cantilever Beams longitudinal stress muscle 802 stretches out 803 in muscle insertion wall and reserves 5 slip casting of casing, and respectively to assembly principal rod 4
It is tightened by sleeve 5 and screw rod 7 with sleeve 5, to overhanging composite beam 8 be fixed, by prefabricated overhanging composite beam 8 after fixing
It is whole with 3 upper layer muscle cross-lapping of prefabricated balcony superimposed sheet；
S2: the assembly principal rod 4 of prefabricated balcony superimposed sheet 3 is inserted into taper head casing tube 2 by assembly balcony superimposed sheet 3,
And tensed using 1 pair of assembly principal rod 4 of tapered cup nut, the other end is protruded into wall and is overlapped with collar tie beam muscle for 1.1 times or more, simultaneously will
Sleeve 5 is reserved in assembly principal rod 4 and wall and tightens stress, overhanging stress is formed, so that balcony superimposed sheet 3 be fixed；
S3: pouring, and rear pouring concrete is cast on balcony superimposed sheet 3 and overhanging composite beam 8, integrated poured so that balcony
Superimposed sheet 3 and overhanging composite beam 8 form one and dissipate spelling composite entity formula Cantilever Beams balcony.
The present invention, without building template, is improved by assembling prefabricated balcony superimposed sheet 3 and Cantilever Beams 8 respectively
Balcony superimposed sheet 3 and Cantilever Beams 8 after being completed, using last layer 301, can be formed one by the construction efficiency of balcony
It is whole, support strength is improved, prefabricated balcony superimposed sheet 3 and Cantilever Beams 8 can carry out concentrating stacking and transport, production system
Facilitate, at the same can also it is assembled at the scene after lift installation, be advantageously implemented automated production processing, it is high-efficient.
Finally, it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not intended to restrict the invention,
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used
To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features,
All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in of the invention
Within protection scope.
Claims (7)
1. a kind of prefabricated assembled Cantilever Beams balcony, including balcony superimposed sheet (3), balcony envelope beam (6) and overhanging composite beam (8),
It is characterized by: balcony superimposed sheet (3) face is equipped with last layer (301), assembly stress is equipped in the last layer (301)
One end of muscle (4), assembly principal rod (4) is stretched out balcony superimposed sheet (3) and is inserted into taper head casing tube (2), and the other end is inserted
Enter in wall, the taper head casing tube (2) crosses setting on balcony envelope beam (6) section, is furnished on the taper head casing tube (2)
Conical head nut (1), the bottom of the balcony superimposed sheet (3) are shelved on the precast beam of overhanging composite beam (8) in table superposed surfaces,
It is set last layer (301) in the balcony superimposed sheet (3) and overhanging composite beam (8), the last layer (301) is in overhanging composite beam
(8) longitudinal stress muscle (802) are equipped in, overhanging beam stirrup (801) is equipped in the overhanging composite beam (8), are overhang composite beam (8)
Lower part is equipped with longitudinal direction by beading (802) and assembles principal rod (4), and the one of described overhanging composite beam (8) interior longitudinal stress muscle (802)
End tapping, which is threadably secured, is connected to sleeve (5) interior one end, and sleeve (5) other end is threadedly coupled another with screw rod (7)
Taper head casing tube (2) the interior slip casting reserved in end insertion wall in corresponding position, the screw rod (7) is in balcony envelope beam (6)
Taper head casing tube (2), the screw rod (7) tightens with tapered cup nut (1), tapered cup nut (1) peripheral wall and taper headgear
Pipe (2) forms anchorage and fixes, one end tapping of Cantilever Beams (8) the upper layer longitudinal stress muscle (802), passes through balcony envelope beam (6)
The reserved taper (2) of section is tightened with tapered cup nut (1) again to be formed anchorage and fixes, the other end protrude into wall 1.1 times with
It is poured after above connecting entirety with collar tie beam muscle, the assembly principal rod (4) is easily installed stress for assembling stage, while aiding in outstanding
Outrigger composite beam (8) waist muscle and beam head shearing resistance stress act on, and principal rod is prefabricated in top part, and one end is provided with tapping and set
Cylinder (5) connection, the other end of the sleeve (5) and screw rod (7) screw connection, screw rod (7) other end are corresponding in wall
Reserved sleeve (5) connection in position, meets the positioning stress of installation.
2. the prefabricated assembled overhanging composite beam balcony of one kind according to claim 1, it is characterised in that: the balcony seals beam
(6) overhanging composite beam (8) head joint is provided with taper head casing tube (2) on and connect combination anchor, with longitudinal stress muscle (4)
Anchoring.
3. the prefabricated assembled overhanging composite beam balcony of one kind according to claim 1, it is characterised in that: poured after the balcony
The extension end of assembly principal rod (4) in layer is equipped on screw thread and screw thread and is bolted with tapered cup nut (1), the tapered cup nut (1)
It is pushed against with conical head (201) inner wall of taper head casing tube (2) one end.
4. a kind of assembled overhanging composite beam balcony according to claim 1, it is characterised in that: the prefabricated Cantilever Beams sun
Platform all uses branch to make, and sectional overhangs monoblock type balcony, and the assembly by being arranged in prefabricated Cantilever Beams (8) by
Power muscle (4) is connect with sleeve (5) and connecting screw (7).
5. the prefabricated assembled overhanging composite beam balcony of one kind according to claim 1, it is characterised in that: the balcony overlapping
Plate (3) and the upper layer for overhanging composite beam (8) are equipped with whole last layer (301), reach composite assembly overall coordination by whole pour
Stress.
6. the prefabricated assembled overhanging composite beam balcony of one kind according to claim 1, it is characterised in that: the Cantilever Beams
(8) overhanging overlapping beam stirrup (801) is fixed with Cantilever Beams longitudinal stress muscle (802) electric welding in, the overhanging beam stirrup
(801) it protrudes into balcony superimposed sheet last layer.
7. a kind of construction method of prefabricated assembled Cantilever Beams balcony described in -6 any one according to claim 1, feature
It is: including following operating procedure:
S1: assembly overhanging composite beam (8) is reserved in balcony envelope beam (6) and overhanging composite beam (8) interior longitudinal stress muscle first
(802) opposite position installation taper head casing tube (2), and taper head casing tube (2) and main reinforcement welding are poured and are filled in balcony envelope beam (6)
It is interior, the prefabricated interior Cantilever Beams longitudinal stress muscle (802) of Cantilever Beams (8) is attached with sleeve (5) one end, then by sleeve (5)
The other end is attached after being aligned with taper head casing tube (2) using screw rod (7), later using tapered cup nut (1) to screw rod (7) into
Row is tightened, and tightens Cantilever Beams longitudinal stress muscle (802) respectively using tapered cup nut (1), (803) is stretched out pre- in muscle insertion wall
Casing (5) slip casting is stayed, and assembly principal rod (4) is tightened by sleeve (5) and screw rod (7) with sleeve (5) respectively, thus to outstanding
It chooses composite beam (8) to be fixed, prefabricated overhanging composite beam (8) is intersected with prefabricated balcony superimposed sheet (3) upper layer muscle after fixed and is taken
Connect entirety；
S2: the assembly principal rod (4) of prefabricated balcony superimposed sheet (3) is inserted into taper head casing tube by assembly balcony superimposed sheet (3)
(2) in, and assembly principal rod (4) is tensed using tapered cup nut (1), the other end protrudes into 1.1 times or more and collar tie beam muscle in wall
Overlap joint, while sleeve (5) reserved in principal rod (4) and wall will be assembled and tighten stress, overhanging stress is formed, to fold to balcony
Plywood (3) is fixed；
S3: pouring, and rear pouring concrete is cast on balcony superimposed sheet (3) and overhanging composite beam (8), integrated poured so that balcony
Superimposed sheet (3) and overhanging composite beam (8) form one and dissipate spelling composite entity formula Cantilever Beams balcony.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910738731.9A CN110424529B (en) | 2019-08-12 | 2019-08-12 | Prefabricated cantilever beam balcony and construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910738731.9A CN110424529B (en) | 2019-08-12 | 2019-08-12 | Prefabricated cantilever beam balcony and construction method |
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| Publication Number | Publication Date |
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| CN110424529A true CN110424529A (en) | 2019-11-08 |
| CN110424529B CN110424529B (en) | 2024-02-13 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501991A (en) * | 2020-04-20 | 2020-08-07 | 安徽筑砼装配式建筑研究院有限公司 | Construction method for prefabricated assembly type balcony of residential building |
| CN114234456A (en) * | 2020-09-09 | 2022-03-25 | 陈汝清 | Solar water heater with building block type cuboid water tank supporting frame |
| CN115748955A (en) * | 2022-11-22 | 2023-03-07 | 中建八局第三建设有限公司 | High-altitude cantilever plate stacking method construction method |
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| CN205475679U (en) * | 2016-03-21 | 2016-08-17 | 三新房屋制造股份有限公司 | Modular prefabricated balcony |
| CN205917838U (en) * | 2016-07-22 | 2017-02-01 | 中民筑友科技投资有限公司 | Balcony board installation node |
| CN207063180U (en) * | 2017-07-18 | 2018-03-02 | 西安全鼎建筑科技有限公司 | A kind of installation steel bar connecting joints of overall assembled balcony component |
| CN207469550U (en) * | 2017-11-06 | 2018-06-08 | 确山县久华住宅工业有限责任公司 | A kind of across wall balcony slab of assembled |
| CN109457794A (en) * | 2018-11-30 | 2019-03-12 | 南京长江都市建筑设计股份有限公司 | A kind of combination precast concrete balcony and its installation method |
| CN211200695U (en) * | 2019-08-12 | 2020-08-07 | 南通联泷装配式建筑科技有限公司 | Prefabricated assembled cantilever beam balcony |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111501991A (en) * | 2020-04-20 | 2020-08-07 | 安徽筑砼装配式建筑研究院有限公司 | Construction method for prefabricated assembly type balcony of residential building |
| CN114234456A (en) * | 2020-09-09 | 2022-03-25 | 陈汝清 | Solar water heater with building block type cuboid water tank supporting frame |
| CN115748955A (en) * | 2022-11-22 | 2023-03-07 | 中建八局第三建设有限公司 | High-altitude cantilever plate stacking method construction method |
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