CN207469550U - A kind of across wall balcony slab of assembled - Google Patents
A kind of across wall balcony slab of assembled Download PDFInfo
- Publication number
- CN207469550U CN207469550U CN201721460491.3U CN201721460491U CN207469550U CN 207469550 U CN207469550 U CN 207469550U CN 201721460491 U CN201721460491 U CN 201721460491U CN 207469550 U CN207469550 U CN 207469550U
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- China
- Prior art keywords
- wall
- plate
- outporch
- reinforcement beam
- indoor
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Abstract
A kind of across wall balcony slab of assembled, including the prefabricated components being made of wall outporch plate, indoor superimposed sheet bottom plate and connection reinforcement beam, wall outporch plate, indoor superimposed sheet bottom plate and connection reinforcement beam are made into integration, and connection reinforcement beam is vertically arranged, and connection reinforcement beam bottom end is connect with lower wall body；Wall outporch plate is connected by connecting reinforcement beam with indoor superimposed sheet bottom plate；Wall outporch plate and indoor superimposed sheet bottom plate top are equipped with upper strata Bars In Poured Concrete Slab, and wall outporch plate edge is equipped with reinforcement beam, and the top of reinforcement beam is higher than the upper surface of wall outporch plate, and the bottom end of reinforcement beam is less than the lower surface of wall outporch plate.Across the wall balcony plate structure of integration in prefabricated components articulated system described in the utility model, seat is placed in lower wall body, one end is wall outporch plate, one end is indoor superimposed sheet bottom plate, it is simple in structure, it solve thes problems, such as assembled architecture balcony slab splicing seams leak, it is relatively good to use effect.
Description
Technical field
The utility model belongs to assembled architecture field more particularly to a kind of across the wall balcony slab of assembled.
Background technology
Assembled architecture refers to the building formed with prefabricated component in assemble in site.The advantages of this building is to build speed
Degree is fast, and climate conditionality is small, and construction quality can simultaneously be improved by saving labour.
Assembled architecture with its it is efficient, high-quality the advantages of in architectural engineering it is in an increasingly wide range of applications, it is but existing
Some assembled architecture prefabricated components have the following disadvantages：Prefabricated components combination is not close, and percolating water situation is serious at splicing seams.
Reflect at balcony slab, existing prefabricated balcony plate is connect with indoor wall, and the two junction seepy question is serious, existing side
Method is from setting waterproof layer or is laid with waterproof material assistant, and service life is short, can only play palliative effect.
Utility model content
The utility model is intended to provide a kind of simple in structure, across wall balcony slab of the good assembled of using effect.
In order to solve the above technical problems, the utility model provides following technical solution：A kind of across wall balcony of assembled
Plate, including prefabricated components, prefabricated components are by wall outporch plate, indoor superimposed sheet bottom plate, connection one system of reinforcement beam and reinforcement beam
Into the top of wall outporch plate, connection reinforcement beam and indoor superimposed sheet bottom plate is equipped with upper strata Bars In Poured Concrete Slab；The width of wall outporch plate
Degree is more than the width of indoor superimposed sheet bottom plate, and wall outporch plate and indoor superimposed sheet bottom plate are horizontally disposed, and wall outporch plate
It is connected with indoor superimposed sheet bottom plate by connecting reinforcement beam, connection reinforcement beam is vertically arranged, and the bottom end of connection reinforcement beam is located at
The lower section of wall outporch plate lower surface, connection reinforcement beam bottom end are connect with lower wall body；Reinforcement beam is set on the outer of wall outporch plate
Edge, the top of reinforcement beam are higher than the upper surface of wall outporch plate, and the bottom end of reinforcement beam is less than the lower surface of wall outporch plate.
The thickness of wall outporch plate is equal to the thickness of indoor superimposed sheet bottom plate, the upper surface of wall outporch plate and indoor overlapping
The upper surface of plate bottom plate is concordant.
The top of reinforcement beam is connected with the upper side reinforcement beam set along wall outporch edges of boards edge, and upper side reinforcement beam is horizontal
Setting.
The dowel being vertically arranged is connected between upper side reinforcement beam and wall outporch plate.
The bottom end of reinforcement beam is connected with the downside reinforcement beam set around wall outporch edges of boards edge, and downside reinforcement beam is horizontal
Setting.
Be equipped with lower bar-mat reinforcement set along prefabricated components length direction in prefabricated components, lower bar-mat reinforcement include lower horizontal bar with
The elongated muscle under lower horizontal bar；Indoor superimposed sheet bottom plate is stretched out in lower horizontal bar end.
Be equipped with upper bar-mat reinforcement on the top of wall outporch plate and indoor superimposed sheet bottom plate, upper bar-mat reinforcement include upper horizontal bar and
Perpendicular to the upper elongated muscle of upper horizontal bar；Upper strata Bars In Poured Concrete Slab is located at the top of upper bar-mat reinforcement.
The bottom end for connecting reinforcement beam is less than wall outporch plate lower surface 200mm；Elongated muscle and stirrup are set in connection reinforcement beam.
Distribution grout hole in reinforcement beam is connected, grout hole is through the beam setting of connection reinforcement；Be in the milk bore dia 50-60mm, phase
Neighbour's grouting pitch of holes 600mm.
By above technical scheme, the beneficial effects of the utility model are：Prefabricated components described in the utility model combine
System interior wall plate structure, seat are placed in lower wall body, and one end is wall outporch plate, and one end is indoor superimposed sheet bottom plate, and structure is simple
It is single, it solve thes problems, such as assembled architecture balcony slab splicing seams leak, it is relatively good to use effect.
Description of the drawings
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is Fig. 1 vertical views.
Specific embodiment
A kind of across wall balcony slab of assembled, as depicted in figs. 1 and 2, including prefabricated components, prefabricated components are by wall outporch plate
1st, indoor superimposed sheet bottom plate 7, reinforcement beam 12 and connection reinforcement beam 6 form.Wherein, wall outporch plate 1, indoor superimposed sheet bottom plate 7,
Reinforcement beam 12 and connection reinforcement beam 6 are made into integration, and so as to avoid the appearance of splicing seams, effectively solve seepy question.Wall outporch
Plate 1, indoor superimposed sheet bottom plate 7, reinforcement beam 12 and connection reinforcement beam 6, which are made into integration, may be used existing mode and realizes, make
Suitable mold is selected during standby prefabricated components.
The end of indoor superimposed sheet bottom plate 7 is equipped with plate 15, and plate 15 is concordant with the upper surface of indoor superimposed sheet bottom plate 7,
Meanwhile the thickness of plate 15 is less than the thickness of indoor superimposed sheet bottom plate 7, so as to be easy to indoor superimposed sheet bottom plate 7 and indoor plate
Splicing, is completely embedded.The thickness of wall outporch plate 1 is equal to the thickness of indoor superimposed sheet bottom plate 7, the upper surface of wall outporch plate 1
It is concordant with the upper surface of indoor superimposed sheet bottom plate 7, so as to uniform force, improve the intensity of this balcony slab.Wall outporch plate 1 and room
Interior superimposed sheet bottom plate 7 is horizontally disposed.Wall outporch plate 1 is located outside, and indoor superimposed sheet is located at interior.Wall outporch plate 1
Length be more than the length of indoor superimposed sheet bottom plate 7, so as to ensure this prefabricated component part extend into it is indoor on the basis of, reduce
The weight and volume of prefabricated components, while reduce the cost of this prefabricated component.
Connection reinforcement beam 6 is connected between wall outporch plate 1 and indoor superimposed sheet bottom plate 7；Connection reinforcement beam 6 is set vertically
It puts；Meanwhile the bottom end for connecting reinforcement beam 6 is less than 1 lower surface 200mm of wall outporch plate, so as to form connection bump；In addition,
The bottom end of connection reinforcement beam 6 is connect with lower wall body 9, so as to fulfill this balcony slab and the combination of other building structure.
Upper strata Bars In Poured Concrete Slab 2, upper strata are equipped on the top of wall outporch plate 1, connection reinforcement beam 6, indoor superimposed sheet bottom plate 7
Bars In Poured Concrete Slab 2 is formed using the cast-in-place mode built.
Reinforcement beam 12 is set on the edge of wall outporch plate 1, and substantive reinforcement beam 12 is set around 3 sides of wall outporch plate 1
It puts.Wherein reinforcement beam 12 is also to be made into integration with prefabricated components, avoids the appearance of splicing seams.The top of reinforcement beam 12 is higher than wall
The upper surface of outporch plate 1, the bottom end of reinforcement beam 12 are less than the lower surface of wall outporch plate 1.Reinforcement beam 12 can be realized outside wall
The protection of 1 edge of balcony slab, intensity are high.
The upper side reinforcement beam 4 set along 1 edge of wall outporch plate, upper side reinforcement are connected on the top of reinforcement beam 12
Beam 4 is horizontally disposed.The dowel 11 being vertically arranged is connected between upper side reinforcement beam 4 and wall outporch plate 1.Reinforcement beam 12
Bottom end is connected with the downside reinforcement beam 5 set along 1 edge of wall outporch plate, and downside reinforcement beam 5 is horizontally disposed.Pass through upside
Face reinforcement beam 4, downside reinforcement beam 5 and dowel 11 can effectively improve the intensity of this balcony slab and the uniformity of stress, make
It is good with effect.
In order to further improve the intensity of this balcony slab, ensure the safety during use, edge is equipped in prefabricated components
The lower bar-mat reinforcement of prefabricated components length direction setting, lower bar-mat reinforcement are made into integration with prefabricated components.Lower bar-mat reinforcement includes lower level
Muscle 31 and the elongated muscle 32 under lower horizontal bar 31；Lower horizontal bar 31 is horizontally disposed, and room is stretched out in 31 end of lower horizontal bar
Interior superimposed sheet bottom plate 7.
The first elongated 131 and first stirrup 132 of muscle is set in connection reinforcement beam 6, the first stirrup 132 is ripe existing skill
Art, rectangular frame-shaped；First elongated muscle 131 and lower horizontal bar 31 are made into integration, and ensure integrality.
The second elongated 101 and second stirrup 102 of muscle is equipped in reinforcement beam 12, the second stirrup 102 is ripe existing skill
Art, rectangular frame-shaped；Second elongated muscle 101 and lower horizontal bar 31 are made into integration, and ensure integrality.
Upper bar-mat reinforcement, upper bar-mat reinforcement are equipped on the top of wall outporch plate 1, connection reinforcement beam 6, indoor superimposed sheet bottom plate 7
It is not shown in figure, when implementation, upper reinforcing bar web frame is identical with lower reinforcing bar web frame；Upper bar-mat reinforcement includes upper horizontal bar
With the upper elongated muscle perpendicular to upper horizontal bar；Upper strata Bars In Poured Concrete Slab 2 is located at the top of upper bar-mat reinforcement.During construction, in wall outporch plate
1st, the upper bar-mat reinforcement of upper surface laying of connection reinforcement beam 6, indoor superimposed sheet bottom plate 7, then pours upper strata Bars In Poured Concrete Slab.
In order to improve the connection of other structures in this balcony slab and building system, grouting is uniformly distributed in connection reinforcement beam 6
Hole 8, grout hole 8 are vertically arranged, meanwhile, grout hole 8 is set through connection reinforcement beam 6；The diameter 50-60mm of grout hole 8, preferably
55mm, the spacing between adjacent grout hole are 600mm.During construction, the reinforcing bar that lower wall body 9 extends up extend into grout hole
In, and bound with 14 reinforcing bar of upper wall body, be perfused grouting material into grout hole, improve connection reinforcement beam 6 and upper wall body 14 and
The globality of lower wall body junction, it is simple in structure, safety coefficient height is used, is easy to construct.
Prefabricated components articulated system interior wall plate structure described in the utility model, seat are placed in lower wall body 9, and one end is wall
Outporch plate 1, one end is indoor superimposed sheet bottom plate 7, simple in structure, efficiently solves assembled architecture balcony slab splicing seams leak
The problem of, it is relatively good to use effect.
Claims (9)
1. a kind of across wall balcony slab of assembled, it is characterised in that：Including prefabricated components, prefabricated components are by wall outporch plate, interior
Superimposed sheet bottom plate, connection reinforcement beam and reinforcement beam are made into integration, wall outporch plate, connection reinforcement beam and indoor superimposed sheet bottom plate
Top is equipped with upper strata Bars In Poured Concrete Slab；The width of wall outporch plate is more than the width of indoor superimposed sheet bottom plate, wall outporch plate and room
Interior superimposed sheet bottom plate is horizontally disposed, and wall outporch plate is connected with indoor superimposed sheet bottom plate by connecting reinforcement beam, is connected
Reinforcement beam is vertically arranged, and the bottom end of connection reinforcement beam is located at the lower section of wall outporch plate lower surface, and connection reinforcement beam bottom end is under
Portion's wall connecting；Reinforcement beam is set on the outer rim of wall outporch plate, and the top of reinforcement beam is higher than the upper surface of wall outporch plate, reinforcement
The bottom end of beam is less than the lower surface of wall outporch plate.
2. across the wall balcony slab of assembled as described in claim 1, it is characterised in that：The thickness of wall outporch plate is equal to indoor folded
The thickness of plywood bottom plate, the upper surface of wall outporch plate are concordant with the upper surface of indoor superimposed sheet bottom plate.
3. across the wall balcony slab of assembled as claimed in claim 2, it is characterised in that：The top of reinforcement beam is connected with along sun outside wall
The upper side reinforcement beam of tie edge setting, upper side reinforcement beam are horizontally disposed with.
4. across the wall balcony slab of assembled as claimed in claim 3, it is characterised in that：Upper side reinforcement beam and wall outporch plate it
Between be connected with the dowel being vertically arranged.
5. across the wall balcony slab of assembled as claimed in claim 4, it is characterised in that：The bottom end of reinforcement beam is connected with outside wall positive
The downside reinforcement beam of tie edge setting, downside reinforcement beam are horizontally disposed with.
6. across the wall balcony slab of assembled as described in claim 1 to 5 any one, it is characterised in that：It is equipped in prefabricated components
The lower bar-mat reinforcement set along prefabricated components length direction, lower bar-mat reinforcement are elongated including lower horizontal bar and under lower horizontal bar
Muscle；Indoor superimposed sheet bottom plate is stretched out in lower horizontal bar end.
7. across the wall balcony slab of assembled as claimed in claim 6, it is characterised in that：In wall outporch plate and indoor superimposed sheet bottom
The top of plate is equipped with upper bar-mat reinforcement, and upper bar-mat reinforcement includes upper horizontal bar and the upper elongated muscle perpendicular to upper horizontal bar；Upper strata is cast-in-place
Plate is located at the top of upper bar-mat reinforcement.
8. across the wall balcony slab of assembled as claimed in claim 7, it is characterised in that：The bottom end of reinforcement beam is connected less than the outer sun of wall
Platen lower surface 200mm；The first elongated muscle and the first stirrup are set in connection reinforcement beam.
9. across the wall balcony slab of assembled as claimed in claim 8, it is characterised in that：Distribution grout hole in reinforcement beam is connected, is filled
Hole is starched through the beam setting of connection reinforcement；Be in the milk bore dia 50-60mm, adjacent grouting pitch of holes 600mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721460491.3U CN207469550U (en) | 2017-11-06 | 2017-11-06 | A kind of across wall balcony slab of assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721460491.3U CN207469550U (en) | 2017-11-06 | 2017-11-06 | A kind of across wall balcony slab of assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207469550U true CN207469550U (en) | 2018-06-08 |
Family
ID=62262475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721460491.3U Expired - Fee Related CN207469550U (en) | 2017-11-06 | 2017-11-06 | A kind of across wall balcony slab of assembled |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207469550U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424529A (en) * | 2019-08-12 | 2019-11-08 | 南通联泷装配式建筑科技有限公司 | A kind of prefabricated assembled Cantilever Beams balcony and construction method |
| CN111501990A (en) * | 2020-04-17 | 2020-08-07 | 安徽筑砼装配式建筑研究院有限公司 | Anti-cracking prefabricated balcony and assembling method thereof |
-
2017
- 2017-11-06 CN CN201721460491.3U patent/CN207469550U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424529A (en) * | 2019-08-12 | 2019-11-08 | 南通联泷装配式建筑科技有限公司 | A kind of prefabricated assembled Cantilever Beams balcony and construction method |
| CN110424529B (en) * | 2019-08-12 | 2024-02-13 | 南通联泷装配式建筑科技有限公司 | Prefabricated cantilever beam balcony and construction method |
| CN111501990A (en) * | 2020-04-17 | 2020-08-07 | 安徽筑砼装配式建筑研究院有限公司 | Anti-cracking prefabricated balcony and assembling method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180608 Termination date: 20211106 |
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| CF01 | Termination of patent right due to non-payment of annual fee |