CN209384365U - A kind of reinforced concrete frame structure rubble Pack the outer wall node structure - Google Patents
A kind of reinforced concrete frame structure rubble Pack the outer wall node structure Download PDFInfo
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- CN209384365U CN209384365U CN201822211103.9U CN201822211103U CN209384365U CN 209384365 U CN209384365 U CN 209384365U CN 201822211103 U CN201822211103 U CN 201822211103U CN 209384365 U CN209384365 U CN 209384365U
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Abstract
The utility model relates to a kind of reinforced concrete frame structure rubble Pack the outer wall node structure, including beam body, the lower end on the outside of the beam body is provided with outer cantilever platform, and building on the outer cantilever platform has the first rubble layer.The utility model has because the lower end on the outside of beam body is provided with outer cantilever platform, because the first rubble layer can be arranged in the form of masonry on furthermore cantilever platform, and outer cantilever platform is then used to carry the weight of the first rubble layer, so that the effect that the masonry that the first rubble layer can be stable is formed.
Description
Technical field
The utility model relates to a kind of building node structures, fill out more particularly, to a kind of reinforced concrete frame structure rubble
Fill exterior wall node structure.
Background technique
In the construction of beautiful rural, need that rubble layer will be made on the alien invasion of some buildings, to allow rural architecture
With pseudo-classic perception.
In the prior art, rubble piece is generally directly attached to the outer surface of brick wall wall or concrete wall by rubble layer
Upper formation.But rubble piece, because being attached on the alien invasion of wall, not vertical support force, durability is compared to block
The durability for building the rubble wall to be formed is poor, is easy from brick wall wall or concrete wall after for a long time by rain erosion
It falls off.And if utilize build method, one of rubble wall is built on the outside of brick wall wall or concrete wall, then again can lead
It causes whole thickness of wall body blocked up, increases building overall weight, occupied construction area, cause economic benefit too low.
Utility model content
In view of the deficienciess of the prior art, being filled out the utility model lies in that providing a kind of reinforced concrete frame structure rubble
Exterior wall node structure is filled, it is advantageous that can be firm rubble layer to be arranged on facade.
The technical purpose of the utility model has the technical scheme that a kind of reinforced concrete frame knot
Structure rubble Pack the outer wall node structure, including beam body, the lower end on the outside of the beam body are provided with outer cantilever platform, build on the outer cantilever platform
The first rubble layer is built.
By using above-mentioned technical proposal, because lower end on the outside of beam body is provided with outer cantilever platform, because can on furthermore cantilever platform
The first rubble layer to be arranged in the form of masonry, and outer cantilever platform is then used to carry the weight of the first rubble layer, so that first
Rubble layer can stable masonry formed.
The utility model is further arranged to: decoration rubble layer is provided on the lateral surface of the outer cantilever platform.
By using above-mentioned technical proposal, decorates rubble layer and cover the lateral surface of outer cantilever platform, so that the outside of outer cantilever platform
Face shows the pseudo-classic perception of rubble.
The utility model is further arranged to: the upper end of the first rubble layer is provided with third rubble layer.
By using above-mentioned technical proposal, third rubble layer is as the partition wall wall above beam body.
The utility model is further arranged to: the outer surface guarantor of the first rubble layer, decoration rubble layer, third rubble layer
Maintain an equal level neat.
By using above-mentioned technical proposal, so that whole alien invasion has the perception of better integraty.
The utility model is further arranged to: the first rubble layer is that small rough ashlar is built, the decoration rubble
Layer is attached on outer cantilever platform by rubble piece to be formed, and the third rubble layer is that big rough ashlar is built.
By using above-mentioned technical proposal, the area of outer cantilever platform is smaller, it is therefore desirable to be built using small rough ashlar, outer cantilever platform
Lateral surface be upper because can not build, it is therefore desirable to decoration rubble layer is made using rubble piece.Third rubble layer is because of position
In the upper end of the first rubble layer, therefore it can use the first rubble layer and beam body as its brace foundation, therefore can use
Big rough ashlar builds to form third rubble layer.
The utility model is further arranged to: being provided with one of drawknot beam between every two meters high of third rubble layer.
By using above-mentioned technical proposal, drawknot beam is used to control the ratio of height to thickness of third rubble layer, prevents third rubble layer
Because excessively high and blocked up.
The utility model is further arranged to: the outer surface of the drawknot beam is provided with decoration rubble layer.
By using above-mentioned technical proposal, decorates rubble layer and cover the outer surface of drawknot beam, so that the appearance of drawknot beam
Face shows the pseudo-classic perception of rubble.
The utility model is further arranged to: built-in fitting, the built-in fitting are provided on the outer cantilever platform and drawknot beam
It is fixedly connected with decoration rubble layer, decoration rubble layer.
By using above-mentioned technical proposal, enhance the bonding strength of outer cantilever platform and decoration rubble layer, enhancing drawknot beam and dress
The bonding strength of crest rock layers.
In conclusion the utility model has the following beneficial effects:
1, because lower end on the outside of beam body is provided with outer cantilever platform, because the can be arranged on furthermore cantilever platform in the form of masonry
One rubble layer, and outer cantilever platform is then used to carry the weight of the first rubble layer, so that the masonry that the first rubble layer can be stable
It is formed；
2, setting drawknot beam is used to control the ratio of height to thickness of third rubble layer, prevents third rubble layer because excessively high and blocked up；
3, setting built-in fitting enhances the bonding strength of outer cantilever platform and decoration rubble layer, enhances drawknot beam and decorates rubble layer
Bonding strength.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is rubble piece and built-in fitting attachment structure schematic diagram at the drawknot beam of the utility model.
Appended drawing reference: 1, beam body；2, outer cantilever platform；3, the first rubble layer；4, rubble layer is decorated；5, big rough ashlar；6, third
Rubble layer；7, drawknot beam；8, rubble piece；9, built-in fitting；10, mounting groove；11, reinforcement tank；12, small rough ashlar.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment one:
As shown in Figure 1, being a kind of reinforced concrete frame structure rubble Pack the outer wall node knot disclosed by the utility model
Structure, including beam body 1, the lower end formed by integrally casting in 1 outside of beam body are formed with outer cantilever platform 2, are built on outer cantilever platform 2 using small rough ashlar 12
Form the first rubble layer 3.
Because being provided with outer cantilever platform 2 in the lower end in the outside of beam body 1, because of the setting first in the form of masonry on furthermore cantilever platform 2
Rubble layer 3, and outer cantilever platform 2 then is used to carry the weight of the first rubble layer 3, so that the block that the first rubble layer 3 can be stable
It builds to be formed.
It is laid on the lateral surface of outer cantilever platform 2 and is fitted with decoration rubble layer 4, decoration rubble layer 4 is that rubble piece 8 is made, and is decorated
Rubble layer 4 covers the lateral surface of outer cantilever platform 2, so that the lateral surface of outer cantilever platform 2 shows the pseudo-classic perception of rubble.First rubble
The upper end of layer 3 is formed with third rubble layer 6 using big rough ashlar 5 masonry, room of the third rubble layer 6 as 1 upper layer of beam body
Exterior wall partition wall wall.
In order to meet the construction standards of ratio of height to thickness, one of drawknot beam 7 is provided between every two meters high of third rubble layer 6.
Drawknot beam 7 is used to control the ratio of height to thickness of third rubble layer 6, prevents third rubble layer 6 because excessively high and blocked up.Outside drawknot beam 7
Surface, which is also bonded, is provided with decoration rubble layer 4, and decoration rubble layer 4 covers the outer surface of drawknot beam 7, so that drawknot beam 7 is outer
Surface shows the pseudo-classic perception of rubble.
In addition, the first rubble layer 3, decoration rubble layer 4, third rubble layer 6 and decorating the outer surface of rubble layer 4 and keeping flat
Together, so that the whole alien invasion of building has the perception of better integraty.
The area of outer cantilever platform 2 is smaller, it is therefore desirable to built using small rough ashlar 12, the lateral surface of outer cantilever platform 2 be it is upper because
It can not build, it is therefore desirable to decoration rubble layer 4 be made using rubble piece 8.Third rubble layer 6 is because of position in the first rubble layer 3
Upper end, therefore can use the brace foundation of the first rubble layer 3 and beam body 1 as it, therefore can use the big block of rough ashlar 5
It builds to form third rubble layer 6.
Embodiment two:
As shown in Fig. 2, built-in fitting 9 is provided on outer cantilever platform 2 and drawknot beam 7, built-in fitting 9 and decoration rubble layer 4, decoration
Rubble layer 4 is fixedly connected.9 one end of built-in fitting of alloying metal material is fixed with outer cantilever platform 2, drawknot beam 7 by way of bar planting
Connection, the other end are fixedly connected with rubble piece 8.The close outer cantilever platform 2 in lower end middle part of rubble piece 8 or opening up on one side for drawknot beam 7
There is mounting groove 10, the inner wall upper end of mounting groove 10 offers reinforcement tank 11, and L-shaped 9 one end of sheet built-in fitting in section, which stretches to, to be added
Gu in slot 11, being coated with adhesive between the position that built-in fitting 9 is contacted with rubble piece 8.Built-in fitting 9 be decoration rubble layer 4 and
The offer for decorating rubble layer 4 connects support force, enhances the bonding strength of outer cantilever platform 2 with decoration rubble layer 4, enhance drawknot beam 7 and
Decorate the bonding strength of rubble layer 4.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this
The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical
Within novel protection scope.
Claims (8)
1. a kind of reinforced concrete frame structure rubble Pack the outer wall node structure, it is characterized in that: including beam body (1), the beam
Lower end on the outside of body (1) is provided with outer cantilever platform (2), and building on the outer cantilever platform (2) has the first rubble layer (3).
2. a kind of reinforced concrete frame structure rubble Pack the outer wall node structure according to claim 1, it is characterized in that:
Decoration rubble layer (4) is provided on the lateral surface of the outer cantilever platform (2).
3. a kind of reinforced concrete frame structure rubble Pack the outer wall node structure according to claim 2, it is characterized in that:
The upper end of the first rubble layer (3) is provided with third rubble layer (6).
4. a kind of reinforced concrete frame structure rubble Pack the outer wall node structure according to claim 3, it is characterized in that:
The first rubble layer (3), decoration rubble layer (4), the outer surface holding of third rubble layer (6) are concordant.
5. a kind of reinforced concrete frame structure rubble Pack the outer wall node structure according to claim 4, it is characterized in that:
The first rubble layer (3) is that small rough ashlar (12) are built, and the decoration rubble layer (4) is attached to outer by rubble piece (8)
Cantilever platform is formed on (2), and the third rubble layer (6) is that big rough ashlar (5) are built.
6. a kind of reinforced concrete frame structure rubble Pack the outer wall node structure according to claim 5, it is characterized in that:
One of drawknot beam (7) is provided between every two meters high of third rubble layer (6).
7. a kind of reinforced concrete frame structure rubble Pack the outer wall node structure according to claim 6, it is characterized in that:
The outer surface of the drawknot beam (7) is provided with decoration rubble layer (4).
8. a kind of reinforced concrete frame structure rubble Pack the outer wall node structure according to claim 7, it is characterized in that:
It is provided with built-in fitting (9) on the outer cantilever platform (2) and drawknot beam (7), the built-in fitting (9) and decoration rubble layer (4), decoration
Rubble layer (4) is fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822211103.9U CN209384365U (en) | 2018-12-26 | 2018-12-26 | A kind of reinforced concrete frame structure rubble Pack the outer wall node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822211103.9U CN209384365U (en) | 2018-12-26 | 2018-12-26 | A kind of reinforced concrete frame structure rubble Pack the outer wall node structure |
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| CN209384365U true CN209384365U (en) | 2019-09-13 |
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| CN201822211103.9U Active CN209384365U (en) | 2018-12-26 | 2018-12-26 | A kind of reinforced concrete frame structure rubble Pack the outer wall node structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431415A (en) * | 2021-07-15 | 2021-09-24 | 南京长江都市建筑设计股份有限公司 | Lattice brick wall and building method thereof |
-
2018
- 2018-12-26 CN CN201822211103.9U patent/CN209384365U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431415A (en) * | 2021-07-15 | 2021-09-24 | 南京长江都市建筑设计股份有限公司 | Lattice brick wall and building method thereof |
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