CN207829220U - A kind of assembled wall of flexible connection - Google Patents
A kind of assembled wall of flexible connection Download PDFInfo
- Publication number
- CN207829220U CN207829220U CN201721903133.5U CN201721903133U CN207829220U CN 207829220 U CN207829220 U CN 207829220U CN 201721903133 U CN201721903133 U CN 201721903133U CN 207829220 U CN207829220 U CN 207829220U
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- China
- Prior art keywords
- wall
- precast shear
- shear wall
- assembled
- foundation beam
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Abstract
The utility model discloses a kind of assembled walls of flexible connection, belong to construction wall field.A kind of assembled wall of the flexible connection of the utility model, including foundation beam and precast shear wall, the precast shear wall is connected on foundation beam, the assembled wall further includes asphalt mortar, bituminous mortar glide lamella, the precast shear wall is connected to by asphalt mortar, bituminous mortar glide lamella on foundation beam, a plurality of cavities are equipped in the precast shear wall, the foundation beam is equipped with reinforcing bar, described reinforcing bar one end is fixed in foundation beam, and the other end is stretched into across asphalt mortar, bituminous mortar glide lamella in the cavity of precast shear wall.A kind of assembled wall of flexible connection of the utility model, the assembled wall are assembled using flexible connection technology, and entire wall connecting is relatively reliable, the shearing force of bigger can be born, and the assembled wall body structure is simple, easy construction, cost is relatively low, highly practical.
Description
Technical field
The utility model is related to a kind of assembled walls, more specifically to a kind of assembled wall of flexible connection.
Background technology
With the development of modern industrial technology, assembled architecture starts to arouse people's interest, and assembled architecture has work
The advantages that phase is short, energy consumption is low, environmentally protective, and assembled architecture can be standardized production, industrialization construction, can save
Material reduces waste, and can improve the quality of building, and very convenient, quick, assembled architecture has become construction industry development
Trend.Some or all of building component is prefabricated in the factory completion, then transports to construction site, component is passed through reliable
Connection type assembles and the building built up, referred to as prefabrication.
In assembled architecture, it can usually be related to the connection of precast shear wall and foundation beam, currently, shear wall and basis
Beam compare mainstream connection method be mostly be rigidly connected, if grout sleeve connect, grout sleeve be by specially process sleeve, match
The assembly for covering grouting material and reinforcing bar assembling, when connecting reinforcing bar by injecting fast hard contraction-free grouting concrete, by between material
The interlocking connection reinforcing bar and sleeve that coheres two reinforcing bars are inserted into set respectively when connecting two reinforcing bars using grout sleeve
Cylinder both ends reinject fast hard contraction-free grouting concrete, two bar connectings are got up, grout sleeve switching performance is reliable, applicable
Property is wide.Rigid connection connection is reliable, but the shearing that it is born under geological process is also corresponding larger, is easily cut and is met with
To destruction so that the connection of precast shear wall and foundation beam is destroyed, also, costly, the complicated construction technique that is rigidly connected.
Therefore, related technical personnel wish to develop a kind of flexible connection technology to replace rigid connection technology, slow to be effectively performed
Shake is eaten up part of, reduces and is destroyed caused by earthquake.
Invention content
1. utility model technical problems to be solved
For assembled wall in the prior art in above-mentioned deficiency present on interconnection technique, the utility model provides a kind of
The assembled wall of flexible connection, the assembled wall connect precast shear wall and foundation beam using flexible connection technology, by
To earthquake impact when, precast shear wall can on pitch glide lamella occurred level slide, with earthquake energy, improve
The reliability of assembled wall connecting reduces the shockproof requirements to precast shear wall, meanwhile, the foundation beam of the assembled wall
On reinforcing bar can limit the maximum slippage of precast shear wall, excessive horizontal displacement occurs and unstability to avoid shear wall,
Very reliable, the assembled wall body structure is simple, and easy construction, cost is relatively low, highly practical.
2. technical solution
In order to achieve the above objectives, technical solution provided by the utility model is：
A kind of assembled wall of flexible connection of the utility model, including foundation beam and precast shear wall, described is pre-
Shear wall processed is connected on foundation beam, which further includes asphalt mortar, bituminous mortar glide lamella, and the precast shear wall passes through
Asphalt mortar, bituminous mortar glide lamella is connected on foundation beam, and a plurality of cavities are equipped in the precast shear wall, are set on the foundation beam
There are reinforcing bar, described reinforcing bar one end to be fixed in foundation beam, the other end stretches into precast shear wall across asphalt mortar, bituminous mortar glide lamella
In cavity.
Further, the quantity of the reinforcing bar and the quantity of cavity are equal.
Further, the cross-sectional shape of the cavity is rectangle.
3. advantageous effect
It is had the advantages that compared with existing known technology using technical solution provided by the utility model：
(1) the assembled wall of a kind of flexible connection of the utility model, the foundation beam of the assembled wall and prefabricated cuts
Power wall is attached by asphalt mortar, bituminous mortar glide lamella, and the connection of foundation beam and precast shear wall belongs to flexible connection technology, when this
When assembled wall is impacted by earthquake, the precast shear wall of the assembled wall can occur on asphalt mortar, bituminous mortar glide lamella
Horizontal sliding reduces the destruction that shearing force is brought to wall, and reduce and resist to precast shear wall with earthquake energy
Shake requires, which can bear the shearing force of bigger, improve the reliability of assembled wall connecting.
(2) the assembled wall of a kind of flexible connection of the utility model is set in the precast shear wall of the assembled wall
There are a plurality of cavities, the weight of precast shear wall can be mitigated, reduce the freight of precast shear wall, reduces construction cost, and
Keep the transport of precast shear wall more convenient.
(3) foundation beam of the assembled wall of a kind of flexible connection of the utility model, the assembled wall is equipped with steel
Muscle, the reinforcing bar one end are fixed in foundation beam, and the other end is stretched into across asphalt mortar, bituminous mortar glide lamella in the cavity of precast shear wall, should
Reinforcing bar stretches into cavity the maximum slippage that can limit precast shear wall on asphalt mortar, bituminous mortar glide lamella, avoids precast shear wall
Skidding distance is excessive to lead to dangerous generation, further improves the reliability of the assembled wall connecting.
(4) the assembled wall of a kind of flexible connection of the utility model, in the precast shear wall of the assembled wall
Cavity cross section shape is rectangle, and rectangular enclosure is easy to process, reduces the difficulty of cavity processing, reduces precast shear wall
Manufacturing cost.
(5) the assembled wall of a kind of flexible connection of the utility model, the assembled wall body structure is simple, construction letter
Just, cost is relatively low, highly practical.
Description of the drawings
Fig. 1 is a kind of overall structure sectional plan view of the assembled wall of flexible connection of the utility model；
Fig. 2 is a kind of overall structure vertical view of the assembled wall of flexible connection of the utility model；
Fig. 3 is the overall structure sectional plan view after the precast shear wall sliding in the utility model.
Label declaration in schematic diagram：
1, foundation beam；2, precast shear wall；3, cavity；4, reinforcing bar；5, asphalt mortar, bituminous mortar glide lamella.
Specific implementation mode
To further appreciate that the content of the utility model, the utility model is described in detail in conjunction with the accompanying drawings and embodiments.
Embodiment
In conjunction with shown in Fig. 1 to Fig. 3, a kind of assembled wall of flexible connection of the present embodiment, including foundation beam 1 and prefabricated
Shear wall 2, and precast shear wall 2 is connected on foundation beam 1, it should be noted that the assembled wall further includes asphalt mortar, bituminous mortar
Glide lamella 5, above-mentioned precast shear wall 2 are connected to by asphalt mortar, bituminous mortar glide lamella 5 on foundation beam 1, foundation beam 1 and prefabricated shearing
The connection of wall 2 belongs to flexible connection technology, and when the assembled wall is impacted by earthquake, the impact force of earthquake is mostly level
The precast shear wall 2 of impact force, the assembled wall occurred level can slide on asphalt mortar, bituminous mortar glide lamella 5, to consume ground
Energy is shaken, reduces the destruction that shearing force is brought to the assembled wall, and reduce the shockproof requirements to precast shear wall 2,
The assembled wall can bear the shearing force of bigger, improve the reliability of assembled wall connecting.
Further, a plurality of cavities 3 are equipped in above-mentioned precast shear wall 2, specifically, a plurality of cavities 3 are distributed in
In precast shear wall 2, and a plurality of cavities 3 are evenly distributed, which can mitigate the weight of precast shear wall 2, reduce prefabricated cut
The freight of power wall 2 reduces construction cost, and keeps the transport of precast shear wall 2 more convenient, simultaneously as cavity 3 divides
Cloth is uniform, therefore precast shear wall 2 is whole also highly uniform in terms of weight, is not in the case where side light one stresses.More
Specifically, further, as a preferred embodiment, the cross-sectional shape of above-mentioned cavity 3 is rectangle, the cavity 3 of rectangle
It is easy to process, the difficulty of the processing of cavity 3 is reduced, the manufacturing cost of precast shear wall 2 is further reduced.Further,
Above-mentioned foundation beam 1 is equipped with reinforcing bar 4, which is fixed in foundation beam 1, and the other end passes through asphalt mortar, bituminous mortar glide lamella 5
It stretches into the cavity 3 of precast shear wall 2, specifically, as shown in Figure 1, above-mentioned cavity 3 and reinforcing bar 4 is vertically arranged, reinforcing bar
A distance in cavity 3 is stretched into 4 one end, and, it is preferable that the quantity of above-mentioned reinforcing bar 4 is equal with the quantity of cavity 3, and
Reinforcing bar 4, which is similarly, to be uniformly arranged.As shown in figures 1 and 3, when precast shear wall 2 is not impacted, precast shear wall 2 does not have
When sliding, reinforcing bar 4 contacts in cavity 3 and with the wall of precast shear wall 2 ratio.When precast shear wall 2 is in asphalt mortar, bituminous mortar
When 5 occurred level of glide lamella slides, with the sliding of precast shear wall 2, reinforcing bar 4 touches the side wall of cavity 3, and is pushed against sky
On the side wall of chamber 3, and when wherein a reinforcing bar 4 is pushed against on the side wall of cavity 3, other reinforcing bars 4, which also synchronize, to be pushed against
On the side wall of cavity 3, at this point, precast shear wall 2 is limited by reinforcing bar 4, it can not slide again.The reinforcing bar 4 stretches into
Maximum slippage of the precast shear wall 2 on asphalt mortar, bituminous mortar glide lamella 5 can be limited in cavity 3, and precast shear wall 2 is avoided to slide
Move leads to dangerous generation apart from excessive, further improves the reliability of the assembled wall connecting, also, more reinforcing bars 4 are total
It is same to be resisted against on the side wall of cavity 3 so that the structure is more secured, also relatively reliable to the limitation of precast shear wall 2.Due to ground
The impact force of shake is irregular, and therefore, precast shear wall 2 can occur to slide back and forth on asphalt mortar, bituminous mortar glide lamella 5, still
Reinforcing bar 4 is restricted to the slippage of two glide directions of precast shear wall 2.
In order to keep the assembled wall of the present embodiment more firm, the size setting of the cavity 3 of the present embodiment is more suitable,
Will not be excessive, the maximum slippage of precast shear wall 2 is moderate, and smaller sliding can occur for precast shear wall 2 when earthquake so that should
Assembled wall into row buffering and can connect more firm.In addition, since the upper and lower side of precast shear wall 2 can
It is connect with foundation beam 1 or other structures, the situations such as precast shear wall 2 is not susceptible to topple over, asphalt mortar, bituminous mortar glide lamella 5 can
By connection precast shear wall 2 and foundation beam 1, meanwhile, the assembled wall overall structure is simple, easy for construction.
A kind of assembled wall of flexible connection of the utility model, the assembled wall are carried out using flexible connection technology
Assembly, entire wall connecting is relatively reliable, can bear the shearing force of bigger, meanwhile, which can limit prefabricated
The maximum slippage of shear wall further improves the reliability of the wall, and the assembled wall body structure is simple, construction letter
Just, cost is relatively low, highly practical.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in also be the utility model one of embodiment, actual structure is not limited to this.So if this field
Those of ordinary skill enlightened by it, without deviating from the purpose of the present invention, without creatively designing
Frame mode similar with the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (3)
1. a kind of assembled wall of flexible connection, including foundation beam (1) and precast shear wall (2), the precast shear wall
(2) it is connected on foundation beam (1), it is characterised in that：Further include asphalt mortar, bituminous mortar glide lamella (5), the precast shear wall (2) is logical
It crosses asphalt mortar, bituminous mortar glide lamella (5) to be connected on foundation beam (1), a plurality of cavities (3), institute is equipped in the precast shear wall (2)
The foundation beam (1) stated is equipped with reinforcing bar (4), and the reinforcing bar (4) one end is fixed in foundation beam (1), and the other end passes through pitch
Mortar glide lamella (5) stretches into the cavity (3) of precast shear wall (2).
2. a kind of assembled wall of flexible connection according to claim 1, it is characterised in that：The reinforcing bar (4)
Quantity is equal with the quantity of cavity (3).
3. a kind of assembled wall of flexible connection according to claim 1 or 2, it is characterised in that：The cavity (3)
Cross-sectional shape be rectangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721903133.5U CN207829220U (en) | 2017-12-29 | 2017-12-29 | A kind of assembled wall of flexible connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721903133.5U CN207829220U (en) | 2017-12-29 | 2017-12-29 | A kind of assembled wall of flexible connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207829220U true CN207829220U (en) | 2018-09-07 |
Family
ID=63390794
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721903133.5U Expired - Fee Related CN207829220U (en) | 2017-12-29 | 2017-12-29 | A kind of assembled wall of flexible connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207829220U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779091A (en) * | 2019-03-14 | 2019-05-21 | 方端霞 | A kind of assembled wall of flexible connection |
| CN112012367A (en) * | 2020-09-03 | 2020-12-01 | 李磊 | Flexible connection's assembled wall body |
-
2017
- 2017-12-29 CN CN201721903133.5U patent/CN207829220U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779091A (en) * | 2019-03-14 | 2019-05-21 | 方端霞 | A kind of assembled wall of flexible connection |
| CN112012367A (en) * | 2020-09-03 | 2020-12-01 | 李磊 | Flexible connection's assembled wall body |
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| 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: 20180907 Termination date: 20211229 |
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| CF01 | Termination of patent right due to non-payment of annual fee |