CN110374193A - A kind of prefabricated assembled slab balcony and construction method - Google Patents
A kind of prefabricated assembled slab balcony and construction method Download PDFInfo
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- CN110374193A CN110374193A CN201910731628.1A CN201910731628A CN110374193A CN 110374193 A CN110374193 A CN 110374193A CN 201910731628 A CN201910731628 A CN 201910731628A CN 110374193 A CN110374193 A CN 110374193A
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- balcony
- envelope
- overhanging
- envelope beam
- side overhanging
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- 238000010276 construction Methods 0.000 title claims abstract description 17
- 230000008878 coupling Effects 0.000 claims abstract description 17
- 238000010168 coupling process Methods 0.000 claims abstract description 17
- 238000005859 coupling reaction Methods 0.000 claims abstract description 17
- 238000007789 sealing Methods 0.000 claims abstract description 5
- 210000002435 tendon Anatomy 0.000 claims description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 21
- 239000010959 steel Substances 0.000 claims description 21
- 238000005266 casting Methods 0.000 claims description 13
- 210000003205 muscle Anatomy 0.000 claims description 13
- 238000007569 slipcasting Methods 0.000 claims description 11
- 238000010079 rubber tapping Methods 0.000 claims description 10
- 239000002002 slurry Substances 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000009826 distribution Methods 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 238000011017 operating method Methods 0.000 claims description 3
- 238000010008 shearing Methods 0.000 claims description 3
- 238000004873 anchoring Methods 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000009415 formwork Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 6
- 238000000465 moulding Methods 0.000 description 3
- 230000032258 transport Effects 0.000 description 3
- 239000011120 plywood Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 210000000481 breast Anatomy 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Classifications
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- 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
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- 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
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- 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
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of prefabricated assembled slab balcony and construction methods, slab balcony includes balcony front envelope beam, left side overhanging envelope beam, right side overhanging envelope beam, the left side overhanging envelope beam and right side overhanging envelope beam interval are symmetrically positioned on overlapping coupling beam wall face, it is equipped with balcony front between the left side overhanging envelope beam and the extension end end of right side overhanging envelope beam and seals beam, the whole inside bottom that the balcony front envelope beam, left side overhanging envelope beam and right side overhanging envelope beam are formed is fixed with balcony superimposed sheet.The present invention is by sealing beam, left side overhanging envelope beam, right side overhanging envelope beam and balcony superimposed sheet for prefabricated balcony front, it can be assembled at the construction field (site), it can Fast Construction slab balcony without building formwork for placing, construction efficiency is high, and stabilized structure is firm, improves holistic resistant behavior, it can solve production, make, cast automation, labor and material saving fast and easy, high efficiency transport, stack that convenient, expense is low.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to a kind of prefabricated assembled slab balcony and construction method.
Background technique
The existing Fabricated balcony plate breast board of lower part containing balcony is whole casts.Its disadvantage: when casting, molding complexity,
Work consuming, feed consumption, reinforcement fabrication, binding complicated and time consumption, cannot achieve automatic industrial production, production efficiency is low, is not easy to pour and record
Make, transports, lifts expensive and not easy to install, stacking.
Summary of the invention
The purpose of the present invention is to provide a kind of prefabricated assembled slab balcony and construction methods, to solve above-mentioned background skill
The problem of being proposed in art.
To achieve the above object, the invention provides the following technical scheme: a kind of prefabricated assembled slab balcony, including balcony
Front envelope beam, left side overhanging envelope beam, right side overhanging envelope beam and balcony superimposed sheet and whole casting layer, the left side overhanging envelope beam
Overhang envelope beam with right side to be respectively separated symmetrically on two adjacent axis positioned at the overlapping coupling beam for stretching out wall face, the left side
The L-type that face overhanging envelope beam and right side overhanging envelope beam beam head side elevation are wholely set, which is shelved, is equipped with side Feng Liang in slot and outrigger
Main reinforcement, side envelope beam main tendon one end locate end and pass through binodal mechanical sleeves and wall with overlapping coupling beam on wall face and intersect
Internal reinforcing bar is fixedly connected, and the other end sets screw shell, the extension end of the left side overhanging envelope beam and right side overhanging envelope beam
Shelve balcony front envelope beam between beam head, left side overhanging envelope beam and right side overhanging envelope beam choose end carriage body and truss
Corresponding position and beam head lower part cross section and are set with two taper head casing tubes respectively, and the first body of beam beam is sealed in the balcony front
The inverted L shape of setting shelves beam head and interior is equipped with the front lower part Feng Liang muscle binodal mechanical sleeves, balcony front envelope two end carriage of beam
It crosses section and is respectively equipped with taper head casing tube and left side overhanging envelope beam head and the corresponding company of right side overhanging envelope beam beam head in head top
The sleeve and its taper head casing tube connect is equipped with the locking of tapping tapered cup nut, the balcony front Feng Liang, a left side by connecting bolt
Side overhanging envelope beam and right side overhanging envelope beam and superimposed sheet periphery muscle are connected and fixed middle part and are fixed with after balcony superimposed sheet contains and pour
Layer.
Preferably, balcony superimposed sheet steel bar stress and superimposed sheet girder rib are equipped in the balcony superimposed sheet and in girder rib
Both ends are equipped with connection sleeve, and one end of steel bar stress is passing through tapping tapered cup nut and balcony just in the balcony superimposed sheet whole casting layer
Middle part is spaced in the reserved taper head casing tube of corresponding muscle on the envelope beam of face anchors after slip casting, with two sides overhang envelope beam cooperate with jointly by
Power.
Preferably, the steel bar end at superimposed sheet girder rib both ends set tapping sleeve by connection bolt with cross it is reserved
In left and right, Feng Liang crosses right with tapered cup nut and middle part on left side overhanging envelope beam and right side overhanging envelope beam in conical head sleeve
It is anchored after slip casting in the taper head casing tube answered.
Preferably, the overlapping coupling beam that the other end of the balcony superimposed sheet steel bar stress crosses wall face protrudes into indoor overlapping
It is fixedly connected on plate and in the floor bar in indoor superimposed sheet, the top of the interior superimposed sheet and the balcony for choosing outdoor are folded
It is equipped with last layer on plywood and is integrated into Integral plate type balcony.
A kind of construction method of prefabricated assembled slab balcony, including following operating procedure:
S1: seating side seal beam, make within the walls steel bar end using binodal mechanical sleeves respectively to left side overhang envelope beam and
The side envelope beam main tendon reserved on right side overhanging envelope beam is fixed, so that left side overhanging envelope beam and right side overhanging envelope beam
It is bonded with the wall face abutting of overlapping coupling beam, forms overhanging balcony stress and be passed to inner wall；
S2: beam is sealed in installation balcony front, and there is vertical side elevation inverted L shape slot at the balcony front both ends Feng Liang, and beam head top 1/2 is put
It sets on the 1/2 beam head of lower half that left side overhangs on envelope beam and right side overhanging envelope beam, the opposite splicing of upper and lower L-type slot is shelved,
Stay respectively setting spell slurry seam sealing slot position mouth, and balcony front envelope beam-ends head top using taper head casing tube respectively with it is prefabricated
The binodal mechanical sleeves position of the upper side envelope beam main tendon of corresponding left side overhanging envelope beam and right side overhanging envelope beam is corresponding
Connection, and be shelved on left side overhanging envelope beam and the beam-ends of the right side overhanging lower part Feng Liang 1/2, choose balcony front envelope beam head
Straight screw sleeve is arranged in the side envelope beam main tendon end of top 1/2, left side overhanging envelope beam and right side overhanging envelope beam, using spiral shell
Bolt penetrate balcony front envelope beam beam head taper head casing tube in connect with straight screw sleeve, after slip casting use tapered cup nut screw side
The straight screw sleeve on beam main tendon is sealed in face, and the balcony front both ends Feng Liang lower part front is sealed beam main tendon steel bar end setting silk tooth and is arranged directly
Screw shell is connected by screw bolts, and equally protrudes into left side overhanging envelope beam and right side overhanging envelope beam beam head lower part, it is corresponding across
Reserved taper head casing tube screws the silk tooth of the balcony front lower part Feng Liang front envelope beam main tendon, together using tapered cup nut after slip casting
When outside overlapping coupling beam side elevation and balcony superimposed sheet whole casting layer position stay and set shearing resistance groove, it is whole pour after form an Integral plate type
Balcony；
S3: the corresponding connection of the balcony superimposed sheet steel bar stress of balcony superimposed sheet and balcony front envelope beam, preformed hole, balcony
Wrench reserves superimposed sheet girder rib end threading and sets envelope beam on the left of straight screw sleeve and balcony, seals on the right side of balcony at left and right sides of superimposed sheet
Casting slurry tightens tapered cup nut connection anchoring after the corresponding insertion bolt connection piece of reserved taper head casing tube of beam, overlaps in balcony
Principal rod head is configured above plate to pierce into the reserved taper head casing tube of front envelope beam, is tightened with tapered cup nut, then mix corresponding overhanging
Distribution principal rod and mesh sheet shape muscle have poured upper layer last layer, form an assembled integral plate type overhanging balcony.
Technical effect and advantage of the invention:
The present invention is overlapped by the way that beam, left side overhanging envelope beam, right side overhanging envelope beam and balcony are sealed in prefabricated balcony front
Plate can be assembled at the construction field (site), without build formwork for placing can Fast Construction slab balcony, construction efficiency is high, structure
It is firm to consolidate, and improves holistic resistant behavior, can solve production, makes, casts automation, and molding is simple, saving of labor, material-saving, again
Fast and easy, high efficiency transport, stack that convenient, expense is low.
Detailed description of the invention
Fig. 1 is balcony superimposed sheet mounting structure schematic diagram of the invention；
Fig. 2 is overlooking structure diagram of the invention；
Fig. 3 is 1-1 the schematic diagram of the section structure in Fig. 1 of the invention；
Fig. 4 is enlarged structure schematic diagram at A in Fig. 1 of the invention；
Fig. 5 is enlarged structure schematic diagram at B in Fig. 2 of the invention；
Fig. 6 is enlarged structure schematic diagram at C in Fig. 3 of the invention；
Fig. 7 is that beam positive structure schematic is sealed in balcony front of the invention.
In figure: 1 tapping tapered cup nut, 2 taper head casing tubes, 3 balcony fronts envelope beam, the overhanging of 4 left sides envelope beam, 5 right sides
Overhanging envelope beam, 6 overlapping coupling beams, 7 balcony superimposed sheets, superimposed sheet, 9 last layers, 10 balcony superimposed sheet steel bar stresses, 11 buildings in Room 8
Beam main tendon, 14 superimposed sheet girder ribs, 15 binodal mechanical sleeves are sealed in slab muscle, 12 front envelope beam main tendons, 13 sides.
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 slab balcony, including beam 3 is sealed in balcony front, beam 4 is sealed in left side overhanging,
Right side overhanging envelope beam 5 and balcony superimposed sheet 7 and whole casting layer 9, the left side overhanging envelope beam 4 and right side overhanging envelope beam 5 divide
It is not spaced the overlapping coupling beam 6 for being symmetrically located on two adjacent axis and stretching out wall face, the left side overhanging envelope beam 4 and right side
The L-type that overhanging envelope 5 beam head side elevation of beam in face is wholely set, which is shelved, is equipped with side envelope beam main tendon 13, the side in slot and outrigger
Locate end and pass through reinforcing bar in binodal mechanical sleeves 15 and wall with overlapping coupling beam 6 on wall face and intersect in envelope 13 one end of beam main tendon
Be fixedly connected, the other end sets screw shell, the stretching end carriage head of the left side overhanging envelope beam 4 and right side overhanging envelope beam 5 it
Between shelve balcony front envelope beam 3, left side overhanging envelope beam 4 and right side overhanging envelope beam 5 choose end carriage body and truss pair
It answers position and beam head lower part to cross section and is set with two taper head casing tubes 2 respectively, the first body of 3 beam of beam is sealed in the balcony front
The inverted L shape of setting shelves beam head and interior is equipped with 12 binodal mechanical sleeves 15 of the front lower part Feng Liang muscle, 3 liang of beam of balcony front envelope
It crosses section and is respectively equipped with taper head casing tube 2 and left side overhanging 4, beam of envelope and right side overhanging envelope 5 beam head of beam in end carriage head top
The sleeve and its taper head casing tube 2 being correspondingly connected with are equipped with the locking of tapping tapered cup nut 1, the balcony front by connecting bolt
Envelope beam 3, left side overhanging envelope beam 4 and right side overhanging envelope beam 5 and superimposed sheet periphery muscle are connected and fixed middle part, and to be fixed with balcony folded
Plywood 7 contains last layer 9.
Balcony superimposed sheet steel bar stress 10 and superimposed sheet girder rib 14 are equipped in the balcony superimposed sheet 7 and in girder rib two
Head is equipped with connection sleeve, and one end of steel bar stress is passing through tapping tapered cup nut 1 and balcony just in 7 whole casting layer of balcony superimposed sheet
Middle part is spaced in the reserved taper head casing tube 2 of corresponding muscle on the envelope beam 3 of face anchors after slip casting, overhangs envelope beam with two sides and cooperates with jointly
Stress.
The steel bar end at 14 both ends of superimposed sheet girder rib sets tapping sleeve and is reserved in a left side by connecting bolt and crossing
Right envelope beam crosses right with tapered cup nut 1 and middle part on left side overhanging envelope beam 4 and right side overhanging envelope beam 5 in conical head sleeve 2
It is anchored after slip casting in the taper head casing tube 2 answered.
The overlapping coupling beam 6 that the other end of the balcony superimposed sheet steel bar stress 10 crosses wall face protrudes into indoor superimposed sheet 8
It above and in the floor bar 11 in indoor superimposed sheet 8 is fixedly connected, the top of the interior superimposed sheet 8 and the balcony for choosing outdoor
It is equipped with last layer 9 on superimposed sheet 7 and is integrated into Integral plate type balcony.
A kind of construction method of prefabricated assembled slab balcony, including following operating procedure:
S1: seating side seals beam, and interior steel bar end within the walls is made to overhang envelope beam 4 to left side respectively using binodal mechanical sleeves 15
Overhang the side envelope beam main tendon 13 reserved on envelope beam 5 with right side to be fixed, so that left side overhanging envelope beam 4 and right side are outstanding
It chooses envelope beam 5 and is bonded with the wall face abutting for overlapping coupling beam 6, form overhanging balcony stress and be passed to inner wall；
S2: beam 3 is sealed in installation balcony front, and there are vertical side elevation inverted L shape slot, beam head top 1/2 in balcony front envelope 3 both ends of beam
It is shelved on the 1/2 beam head of lower half on left side overhanging envelope beam 4 and right side overhanging envelope beam 5, the opposite splicing of upper and lower L-type slot is put
Set, stay respectively setting spell slurry seam sealing slot position mouth, and balcony front envelope 3 end top of beam using taper head casing tube 2 respectively with
The binodal machinery set of the prefabricated upper side envelope beam main tendon 13 that envelope beam 4 and right side overhanging envelope beam 5 are overhang in corresponding left side
15 positions of cylinder are correspondingly connected with, and are shelved on left side overhanging envelope beam 4 and the beam-ends of right side overhanging envelope 5 lower part 1/2 of beam, are chosen
3 tops 1/2 of beam are sealed in balcony front, and side envelope 13 end of beam main tendon that beam 5 is sealed in left side overhanging envelope beam 4 and right side overhanging is set
Straight screw sleeve is set, is penetrated in the taper head casing tube 2 of balcony front envelope 3 beam head of beam using bolt and is connect with straight screw sleeve, infused
The straight screw sleeve on the envelope beam main tendon 13 of side is screwed using tapered cup nut 1 after slurry, 3 both ends lower part front of beam envelope is sealed in balcony front
12 steel bar end of beam main tendon setting silk tooth is arranged straight screw sleeve and is connected by screw bolts, and equally protrudes into left side overhanging envelope beam 4 and the right side
Side overhanging envelope 5 beam head lower part of beam, it is corresponding across reserved taper head casing tube 2, balcony is being screwed just using tapered cup nut 1 after slip casting
The silk tooth of 3 lower part front of beam envelope beam main tendon 12 is sealed in face, while in the overlapping outer side elevation of coupling beam 6 and 7 whole casting layer position of balcony superimposed sheet
Set to stay and set shearing resistance groove, it is whole pour after formed an Integral plate type balcony；
S3: the corresponding connection of the balcony superimposed sheet steel bar stress 10 of balcony superimposed sheet 7 and balcony front envelope beam 3, preformed hole,
7 left and right sides wrench of balcony superimposed sheet reserves 14 end threading of superimposed sheet girder rib and sets envelope beam 4, sun on the left of straight screw sleeve and balcony
Casting slurry tightens tapered cup nut 1 and connects anchor after the corresponding insertion bolt connection piece of reserved taper head casing tube 2 of envelope beam 5 on the right side of platform
Gu configuration principal rod 18 is pierced into front envelope beam and reserved in taper head casing tube 2 on balcony superimposed sheet, twisted with tapered cup nut
Tightly, it then mixes corresponding overhanging distribution principal rod and mesh sheet shape muscle has poured upper layer last layer 9, it is board-like to form an assembled integral
Overhang balcony.
The present invention is by sealing beam 3, left side overhanging envelope beam 4, right side overhanging envelope beam 5 and balcony for prefabricated balcony front
Superimposed sheet 7 can be assembled at the construction field (site), without build formwork for placing can Fast Construction slab balcony, construction efficiency is high,
Stabilized structure is firm, improves holistic resistant behavior, can solve production, makes, casts automation, and molding is simple, saving of labor, province
Material, and fast and easy, high efficiency transport, stack that convenient, expense is low.
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 (5)
1. a kind of prefabricated assembled slab balcony, including balcony front envelope beam (3), left side overhanging envelope beam (4), right side overhanging
Feng Liang (5) and balcony superimposed sheet (7) and whole casting layer (9), it is characterised in that: left side overhanging envelope beam (4) and right side are outstanding
It chooses envelope beam (5) and is respectively separated the overlapping coupling beam (6) for being symmetrically located on two adjacent axis and stretching out wall face, the left side is outstanding
It chooses envelope beam (4) and the L-type that is wholely set of right side overhanging envelope beam (5) beam head side elevation shelves and is equipped with side in slot and outrigger and seals
Beam main tendon (13), side envelope beam main tendon (13) one end with overlapped on wall face coupling beam (6) intersect locate end pass through it is double
Section mechanical sleeves (15) is fixedly connected with reinforcing bar in wall, and the other end sets screw shell, left side overhanging envelope beam (4) and the right side
Balcony front envelope beam (3) is shelved between the stretching end carriage head of side overhanging envelope beam (5), the left side overhanging is sealed beam (4) and right
Side overhanging envelope beam (5) choose end carriage body and truss corresponding position and beam head lower part crosses section and is set with two cones respectively
Forming head casing (2), the inverted L shape that described balcony front envelope beam (3) beam head is wholely set shelves beam head and the interior front that is equipped with is sealed under beam
Portion's muscle (12) binodal mechanical sleeves (15), the balcony front envelope (3) two end carriage head top of beam cross section and are respectively equipped with taper
The sleeve and its conical head that head casing tube (2) and left side overhanging envelope beam (4) head and right side overhanging envelope beam (5) beam head are correspondingly connected with
Casing (2) is equipped with tapping tapered cup nut (1) locking, balcony front envelope beam (3), left side overhanging envelope by connecting bolt
Beam (4) and right side overhanging envelope beam (5) and superimposed sheet periphery muscle are connected and fixed middle part and are fixed with balcony superimposed sheet (7) containing last layer
(9)。
2. a kind of prefabricated assembled slab balcony according to claim 1, it is characterised in that: the balcony superimposed sheet (7)
It is interior to be equipped with balcony superimposed sheet steel bar stress (10) and superimposed sheet girder rib (14) and be equipped with connection sleeve at girder rib both ends, it is described
One end of steel bar stress passes through middle part on tapping tapered cup nut (1) and balcony front envelope beam (3) in balcony superimposed sheet (7) whole casting layer
It is anchored after being spaced reserved taper head casing tube (2) the interior slip casting of corresponding muscle, overhangs envelope beam with two sides and cooperate with common stress.
3. a kind of prefabricated assembled slab balcony according to claim 2, it is characterised in that: the superimposed sheet girder rib
(14) steel bar end at both ends sets tapping sleeve by connection bolt and crosses and be reserved in left and right Feng Liang and cross conical head sleeve (2)
Interior tapered cup nut (1) taper head casing tube corresponding with middle part in left side overhanging envelope beam (4) and right side overhanging envelope beam (5)
(2) it is anchored after interior slip casting.
4. a kind of prefabricated assembled slab balcony according to claim 2, it is characterised in that: the balcony superimposed sheet stress
The overlapping coupling beam (6) that the other end of reinforcing bar (10) crosses wall face protrudes on indoor superimposed sheet (8) and in indoor superimposed sheet (8)
Floor bar (11) be fixedly connected, the top of the interior superimposed sheet (8) and choosing is all provided on outdoor balcony superimposed sheet (7)
There is last layer (9) and is integrated into Integral plate type balcony.
5. a kind of construction method of slab balcony prefabricated assembled according to claim, it is characterised in that: including following
Operating procedure:
S1: seating side seals beam, and interior steel bar end within the walls is made to overhang envelope beam (4) to left side respectively using binodal mechanical sleeves (15)
Overhang side envelope beam main tendon (13) sealed and reserved on beam (5) with right side to be fixed, so that left side overhanging envelope beam (4) and the right side
Side overhanging envelope beam (5) is bonded with the wall face abutting for overlapping coupling beam (6), is formed overhanging balcony stress and is passed to inner wall；
S2: there are vertical side elevation inverted L shape slot, beam head top 1/2 in installation balcony front envelope beam (3), balcony front envelope beam (3) both ends
It is shelved on the 1/2 beam head of lower half in left side overhanging envelope beam (4) and right side overhanging envelope beam (5), upper and lower L-type slot is opposite to spell
It connects and shelves, stay setting to spell slurry seam sealing slot position mouth respectively, and use taper head casing tube on balcony front envelope beam (3) end top
(2) beam main tendon is sealed with the prefabricated upper side for overhanging envelope beam (4) and right side overhanging envelope beam (5) in corresponding left side respectively
(13) binodal mechanical sleeves (15) position is correspondingly connected with, and is shelved on left side overhanging envelope beam (4) and right side overhanging envelope beam
(5) on the beam-ends of lower part 1/2, balcony front envelope beam (3) head top 1/2, left side overhanging envelope beam (4) and right side overhanging are chosen
Straight screw sleeve is arranged in side envelope beam main tendon (13) end of Feng Liang (5), penetrates balcony front envelope beam (3) beam head using bolt
It connect in taper head casing tube (2) with straight screw sleeve, is screwed in side envelope beam main tendon (13) after slip casting using tapered cup nut (1)
Straight screw sleeve, balcony front seal beam (3) both ends lower part front envelope beam main tendon (12) steel bar end setting silk tooth and straight thread set are arranged
Cylinder be connected by screw bolts, equally protrude into left side overhanging envelope beam (4) and right side overhanging envelope beam (5) beam head lower part, correspond to across
Reserved taper head casing tube (2) screws balcony front envelope beam (3) lower part front envelope beam main tendon using tapered cup nut (1) after slip casting
(12) silk tooth, while being stayed in overlapping coupling beam (6) outer side elevation and balcony superimposed sheet (7) whole casting layer position and setting shearing resistance groove, it is whole
An Integral plate type balcony is formed after pouring；
S3: the corresponding company of the balcony superimposed sheet steel bar stress (10) of balcony superimposed sheet (7) and balcony front envelope beam (3), preformed hole
It connects, wrench is reserved superimposed sheet girder rib (14) end threading and set on the left of straight screw sleeve and balcony at left and right sides of balcony superimposed sheet (7)
Casting slurry tightens cone after the reserved corresponding insertion bolt connection piece of taper head casing tube (2) of envelope beam (5) on the right side of Feng Liang (4), balcony
Shape nut (1) connection anchoring, configuration principal rod (18) head pierces into front envelope beam and reserves taper head casing tube on balcony superimposed sheet
(2) it in, is tightened with tapered cup nut, then mixes corresponding overhanging distribution principal rod and poured upper layer last layer (9), shape with mesh sheet shape muscle
At an assembled integral plate type overhanging balcony.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910731628.1A CN110374193B (en) | 2019-08-08 | 2019-08-08 | Prefabricated assembled plate type balcony and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910731628.1A CN110374193B (en) | 2019-08-08 | 2019-08-08 | Prefabricated assembled plate type balcony and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110374193A true CN110374193A (en) | 2019-10-25 |
| CN110374193B CN110374193B (en) | 2024-04-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910731628.1A Active CN110374193B (en) | 2019-08-08 | 2019-08-08 | Prefabricated assembled plate type balcony and construction method |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334495A (en) * | 2013-06-13 | 2013-10-02 | 南京长江都市建筑设计股份有限公司 | Prefabricated balcony connecting structure with steel trusses |
| KR20140119465A (en) * | 2013-04-01 | 2014-10-10 | (주) 에센스 | The building PC slab structure and the constructing method thereof |
| CN104533021A (en) * | 2014-12-19 | 2015-04-22 | 中冶建筑研究总院有限公司 | Full grouting sleeve for connecting steel bars |
| CN207003634U (en) * | 2016-07-22 | 2018-02-13 | 中民筑友科技投资有限公司 | A kind of balcony slab installs node |
| CN108755933A (en) * | 2018-08-17 | 2018-11-06 | 浙江中天建筑产业化有限公司 | One kind being easily installed fixed prefabricated balcony |
| CN109518800A (en) * | 2018-12-04 | 2019-03-26 | 筑梦高科建筑有限公司 | Balcony substrate and prefabricated balcony |
| CN209066590U (en) * | 2018-10-22 | 2019-07-05 | 青岛动车小镇昌明装配建筑科技有限公司 | A kind of prefabricated overlapping balcony |
| CN211200694U (en) * | 2019-08-08 | 2020-08-07 | 南通联泷装配式建筑科技有限公司 | Prefabricated assembled plate type balcony |
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2019
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20140119465A (en) * | 2013-04-01 | 2014-10-10 | (주) 에센스 | The building PC slab structure and the constructing method thereof |
| CN103334495A (en) * | 2013-06-13 | 2013-10-02 | 南京长江都市建筑设计股份有限公司 | Prefabricated balcony connecting structure with steel trusses |
| CN104533021A (en) * | 2014-12-19 | 2015-04-22 | 中冶建筑研究总院有限公司 | Full grouting sleeve for connecting steel bars |
| CN207003634U (en) * | 2016-07-22 | 2018-02-13 | 中民筑友科技投资有限公司 | A kind of balcony slab installs node |
| CN108755933A (en) * | 2018-08-17 | 2018-11-06 | 浙江中天建筑产业化有限公司 | One kind being easily installed fixed prefabricated balcony |
| CN209066590U (en) * | 2018-10-22 | 2019-07-05 | 青岛动车小镇昌明装配建筑科技有限公司 | A kind of prefabricated overlapping balcony |
| CN109518800A (en) * | 2018-12-04 | 2019-03-26 | 筑梦高科建筑有限公司 | Balcony substrate and prefabricated balcony |
| CN211200694U (en) * | 2019-08-08 | 2020-08-07 | 南通联泷装配式建筑科技有限公司 | Prefabricated assembled plate type balcony |
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| CN110374193B (en) | 2024-04-09 |
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