CN206477431U - Overlap balcony - Google Patents
Overlap balcony Download PDFInfo
- Publication number
- CN206477431U CN206477431U CN201720073016.4U CN201720073016U CN206477431U CN 206477431 U CN206477431 U CN 206477431U CN 201720073016 U CN201720073016 U CN 201720073016U CN 206477431 U CN206477431 U CN 206477431U
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- China
- Prior art keywords
- balcony
- cantilever beams
- cast
- prefabricated
- sealing beam
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Abstract
The utility model provides a kind of overlapping balcony, the balcony includes symmetrically arranged Cantilever Beams, sealing beam and balcony slab, wherein, the Cantilever Beams are L-shaped, one end of the Cantilever Beams is provided with reserved steel bar, reserved steel bar is arranged in the superimposed sheet of indoor cast-in-place concrete floor or laminated floor slab, prefabricated balcony plate is equipped with the Cantilever Beams, the sealing beam perpendicular with Cantilever Beams is equipped with the other end of Cantilever Beams, the sealing beam, Cantilever Beams, prefabricated balcony plate are integrated by the in-situ layer cast being arranged on prefabricated balcony plate.The utility model provides a kind of operative's simplicity, and difficulty of construction is less, it is not necessary to the overlapping balcony lifted using the tower crane of higher tonnage.
Description
Technical field
The utility model is related to construction and installation field, and balcony is overlapped in particular to one kind.
Background technology
Balcony, as the bridge of transition outside architecture indoor, is a part very important during house, hotel etc. are built.Tradition
Balcony structure, most of is outrigger formula, bridging piece formula monolithic reinforced concrete structure, and site operation amount is larger, and the construction time is longer, no
Beneficial to performance Modern Residence industrialization advantage.
Housing industrialization is referred to build house with the mode of industrialized production, produced with the work for improving house production
Rate, improves the total quality of house.Component system therein, is a separate unit with specific function, is to constitute house
The part of industrialization, is, by prefabricated in factory, as the system integration and complete sets of Techniques global facility, to be transported to construction existing
, it is simple and direct in engineering site assembling in this way, but be due to that balcony is complete prefabricated global facility, needed in work progress
Will higher tonnage tower crane, otherwise can not meet balcony lifting use demand.
Utility model content
The utility model purpose is to provide that a kind of operative is easy, and difficulty of construction is less, it is not necessary to use higher ton
The overlapping balcony of the tower crane lifting of position.
To reach above-mentioned purpose, balcony is overlapped the utility model proposes one kind, the balcony includes symmetrically arranged encorbelment
Beam, sealing beam and balcony slab, wherein, the Cantilever Beams are L-shaped, and one end of the Cantilever Beams is provided with reserved steel bar, described pre-
Stay steel-bar arrangement in the superimposed sheet of indoor cast-in-place concrete floor or laminated floor slab, prefabricated balcony is equipped with the Cantilever Beams
The sealing beam perpendicular with Cantilever Beams, the sealing beam, Cantilever Beams, prefabricated balcony plate are equipped with plate, the other end of Cantilever Beams
It is integrated by the in-situ layer cast being arranged on prefabricated balcony plate.
Further, it is provided with cast-in-place seam between foregoing sealing beam and the prefabricated balcony plate.
Further, the width of foregoing cast-in-place seam is 1 centimetre.
Further, it is provided with truss bars between foregoing in-situ layer.
Further, the reserved steel bar and cast-in-place concrete floor of foregoing Cantilever Beams one end setting or folding for laminated floor slab
The bar-mat reinforcement set in plywood is anchored.
From above technical scheme, overlapping balcony slab of the present utility model is using prefabricated board by the way of cast-in-place be combined
Realize the laying of balcony, it is not necessary to the tower crane of higher tonnage, reduce difficulty of construction, reduce construction cost；And prefabricated balcony
The specification of plate is identical with the specification of the superimposed sheet of indoor main body, it is not necessary to opens up unnecessary mould, reduces cost, and prefabricated board
Facilitate operative with cast-in-place be combined, balcony in-situ layer is reduced with indoor in-situ layer one-shot forming, difficulty of construction, operative
Simply.
As long as it should be appreciated that all combinations of aforementioned concepts and the extra design described in greater detail below are at this
A part for the utility model theme of the disclosure is can be viewed as in the case that the design of sample is not conflicting.In addition, wanting
Ask the theme of protection all combinations be considered as the disclosure utility model theme a part.
The foregoing and other side of the utility model teaching can be more fully appreciated with from the following description with reference to accompanying drawing
Face, embodiment and feature.The feature and/or beneficial effect of other additional aspects such as illustrative embodiments of the present utility model
To be obvious in the following description, or learnt in the practice by the embodiment instructed according to the utility model.
Brief description of the drawings
Accompanying drawing is not intended to drawn to scale.In the accompanying drawings, each identical or approximately uniform group shown in each figure
It can be indicated by the same numeral into part.For clarity, in each figure, not each part is labeled.
Now, by example and the embodiments of various aspects of the present utility model will be described in reference to the drawings, wherein：
Fig. 1 is the structural representation for overlapping balcony.
Sectional views of the Fig. 2 along A-A direction views in Fig. 1.
Fig. 3 is the structural representation of Cantilever Beams.
Embodiment
In order to know more about technology contents of the present utility model, especially exemplified by specific embodiment and institute's accompanying drawings are coordinated to be described as follows.
Each side of the present utility model is described with reference in the disclosure, shown in the drawings of the implementation of many explanations
Example.It is not intended to cover all aspects of the present utility model for embodiment of the disclosure.It should be appreciated that a variety of structures presented hereinbefore
Think and embodiment, and describe in more detail below those design and embodiment can in many ways in any one
To implement, because design disclosed in the utility model and embodiment are not limited to any embodiment.In addition, this practicality
Some new disclosed aspects can be used alone, or with disclosed in the utility model it is otherwise it is any it is appropriately combined come
Use.
As depicted in figs. 1 and 2, a kind of overlapping balcony, the balcony includes symmetrically arranged Cantilever Beams 1, sealing beam 2 and sun
Platen, wherein, the Cantilever Beams 1 are L-shaped, and one end of the Cantilever Beams 1 is provided with reserved steel bar 4, and the reserved steel bar 4 is set
In in the superimposed sheet of indoor cast-in-place concrete floor or laminated floor slab, prefabricated balcony plate 5 is equipped with the Cantilever Beams 1, is encorbelmented
The sealing beam 2 perpendicular with Cantilever Beams 1 is equipped with the other end of beam 1, the reserved steel bar 4 is arranged at described in the room and sealed
Beam 2, Cantilever Beams 1, prefabricated balcony plate 5 are integrated by the cast of in-situ layer 3 being arranged on prefabricated balcony plate.
One end of wherein described Cantilever Beams 1 is provided with reserved steel bar 4, and the length of the reserved steel bar 4 isThe length of reserved steel bar 4 is not less than in 200mm, formula, ζaFor anchorage length correction factor, α is anchor bar
Form factor, fyFor the tensile strength design load of regular reinforcement, ftFor concrete axial tensile strength design load, d is anchoring steel
The diameter of muscle.Cantilever Beams 1 can be reliably connected with main house body in this way, it is ensured that intensity.
As shown in figure 3, Cantilever Beams 1 are L-shaped, wherein the L-shaped Cantilever Beams 1 are by the first plane 11, the second plane the 13, the 3rd
Plane 15, first side 14, the side of second side the 12, the 3rd 16 and two end face compositions, wherein first plane 11 is relative
The distance of 3rd plane 15 is more than the distance of relative 3rd plane 15 of the second plane 13, first plane 11, the second plane 13
And the 3rd be parallel to each other between plane 15, the first side 14, the side of second side 12 and the 3rd 16 are parallel to each other, and with the
One plane 11 is perpendicular, and the first side 14 connects one end and the one end of the 3rd plane 15 of the second plane 13, second side 12
The other end of the second plane 13 and one end of the first plane 11 are connected, the 3rd side connects 16 other ends for connecing the first plane 11
With the other end of the 3rd plane 15.
The bottom surface of the prefabricated balcony plate 5 and the sealing beam 2 is contacted with the second plane 13, and the two sides of sealing beam 2
It is in contact with second side 12.
Further, the width of cast-in-place seam and cast-in-place seam is provided between foregoing sealing beam 2 and the prefabricated balcony plate 5
For 1 centimetre, in-situ layer 3 is provided with the cast-in-place seam, the in-situ layer 3 causes sealing beam 2, prefabricated balcony plate 5 and Cantilever Beams 1
1 entirety is solidified as, the security used is improved.
Further, truss bars is provided with foregoing in-situ layer 3, the truss bars improves the hard of in-situ layer 3
Degree, enables to meet use demand.
Further, the reserved steel bar 4 that foregoing one end of Cantilever Beams 1 is set and cast-in-place concrete floor or laminated floor slab
The bar-mat reinforcement set in superimposed sheet is anchored, and improves the intensity of Cantilever Beams.
Overlapping balcony preparation method of the present utility model is as follows：The Cantilever Beams 1 that prefabrication is completed are lifted by tower crane
To the position to be installed balcony, support frame is set in the bottom of Cantilever Beams 1, is allowed to reliably be fixed, by the sealing
Beam 2 is positioned in the second plane 13 of the Cantilever Beams 1, and makes the both ends of the surface of sealing beam 2 and the phase of second side 12 of Cantilever Beams 1
Contact, places prefabricated balcony plate 4, and the prefabricated balcony plate 4 and the sealing beam in the second plane 13 of the Cantilever Beams 1
1 centimetre of slit width is provided between 2, reinforced mesh is set on the prefabricated balcony plate 4, to the plane for being equipped with reinforced mesh
Interior pouring in-situ layer 3, the in-situ layer 3 is concrete layer, after concrete hardening, removes and is arranged at the bottom of Cantilever Beams 1
Support frame, the laying of overlapping balcony is completed.
Although the utility model is disclosed above with preferred embodiment, so it is not limited to the utility model.This reality
New those of ordinary skill in the art is used, is not being departed from spirit and scope of the present utility model, it is each when that can make
The change and retouching planted.Therefore, protection domain of the present utility model is worked as and is defined depending on those as defined in claim.
Claims (5)
1. one kind overlapping balcony, it is characterised in that the balcony includes symmetrically arranged Cantilever Beams, sealing beam and balcony slab, its
In, the Cantilever Beams are L-shaped, and one end of the Cantilever Beams is provided with reserved steel bar, and the reserved steel bar is arranged at indoor cast-in-place
In the superimposed sheet of concrete floor or laminated floor slab, it is equipped with the Cantilever Beams on prefabricated balcony plate, the other end of Cantilever Beams
The sealing beam perpendicular with Cantilever Beams is equipped with, the sealing beam, Cantilever Beams, prefabricated balcony plate are by being arranged at prefabricated balcony plate
On in-situ layer cast be integrated.
2. overlapping balcony according to claim 1, it is characterised in that set between the sealing beam and the prefabricated balcony plate
It is equipped with cast-in-place seam.
3. overlapping balcony according to claim 2, it is characterised in that the width of the cast-in-place seam is 1 centimetre.
4. overlapping balcony according to claim 1 or 2, it is characterised in that be provided with truss bars in the in-situ layer.
5. overlapping balcony according to claim 1, it is characterised in that the reserved steel bar that described Cantilever Beams one end is set is with showing
The bar-mat reinforcement set in the superimposed sheet of pouring concrete floor or laminated floor slab is anchored.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720073016.4U CN206477431U (en) | 2017-01-19 | 2017-01-19 | Overlap balcony |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720073016.4U CN206477431U (en) | 2017-01-19 | 2017-01-19 | Overlap balcony |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206477431U true CN206477431U (en) | 2017-09-08 |
Family
ID=59753533
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720073016.4U Active CN206477431U (en) | 2017-01-19 | 2017-01-19 | Overlap balcony |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206477431U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
-
2017
- 2017-01-19 CN CN201720073016.4U patent/CN206477431U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN109457794B (en) * | 2018-11-30 | 2024-01-23 | 南京长江都市建筑设计股份有限公司 | Combined precast concrete balcony and installation method thereof |
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| GR01 | Patent grant |