CN209227841U - Wall and Liangping face interconnection structure and assembled arthitecutral structure system - Google Patents
Wall and Liangping face interconnection structure and assembled arthitecutral structure system Download PDFInfo
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- CN209227841U CN209227841U CN201821530940.1U CN201821530940U CN209227841U CN 209227841 U CN209227841 U CN 209227841U CN 201821530940 U CN201821530940 U CN 201821530940U CN 209227841 U CN209227841 U CN 209227841U
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Abstract
The utility model relates to assembled architecture technical field, in particular to a kind of wall and Liangping face interconnection structure and assembled arthitecutral structure system.The wall and Liangping face interconnection structure include precast wall body, prefabricated beam body, connect reinforced mesh and connection reinforcing bar；Connection interval is equipped between one end of precast wall body and one end of prefabricated beam body；Precast wall body includes wall shell and concrete-bar component；Wall shell includes lining and Side fascia, and cavity is formed between lining and Side fascia；Concrete-bar component includes wall steel reinforcement cage；Reinforced mesh setting is connected in connection interval, the one end for connecting reinforcing bar is connect with prefabricated beam body, and the other end passes through connection reinforced mesh and connect with wall steel reinforcement cage.Wall provided by the utility model and Liangping face interconnection structure, structure is simple, easy for construction；Branch modulus is greatly reduced, construction efficiency is improved.Moreover, precast wall body cast-in-place concrete at the construction field (site), then the comprehensive performance of shear wall is suitable with common cast-in-place concrete structure.
Description
Technical field
The utility model relates to assembled architecture technical field, in particular to a kind of wall and Liangping face interconnection structure and
Assembled arthitecutral structure system.
Background technique
Currently, in traditional architecture work progress, when completing the connection of wall and beam body, live assembling reinforcement is needed, it is existing
Field formwork, then pours, and to form the building being made of structural elements such as wall, beam, plates, the construction method construction efficiency is low.
Utility model content
It is in the prior art to solve the purpose of this utility model is to provide a kind of wall and Liangping face interconnection structure
The low technical problem of construction efficiency.
The utility model provides a kind of wall and Liangping face interconnection structure, including precast wall body and prefabricated beam body, described
Precast wall body is coplanar with the prefabricated beam body, and is set between one end of the precast wall body and one end of the prefabricated beam body
There is connection to be spaced；
The precast wall body includes wall shell and concrete-bar component；The wall shell includes lining and Side fascia, it is described in
Cavity is formed between wallboard and the Side fascia；The concrete-bar component includes wall steel reinforcement cage, and the wall steel reinforcement cage includes that exterior wall is vertical
Muscle, the interior wall being arranged in the thickness range of the lining are indulged muscle and are arranged along the short transverse interval of the wall steel reinforcement cage
Multiple reinforced mesh, the side of the reinforced mesh and the interior wall indulge muscle and connect, the other side of the reinforced mesh and institute
It states exterior wall and indulges muscle connection；
Including connection reinforced mesh and connection reinforcing bar；Connection reinforced mesh setting is described in the connection interval
One end of connection reinforcing bar is connect with the prefabricated beam body, and the other end passes through the connection reinforced mesh and the wall steel reinforcement cage connects
It connects.
Further, the upper end of the wall steel reinforcement cage is stretched out outside the wall shell, and the prefabricated beam body includes beam steel cage
And it is wrapped in the beam ontology outside the beam steel cage, and the upper end stretching beam sheet of the beam steel cage is external；
The connection reinforcing bar includes upper connection reinforcing bar, and one end of the upper connection reinforcing bar and the extension of wall steel reinforcement cage connect
It connects, the other end is connect with the extension of the beam steel cage.
Further, described one end of the upper connection reinforcing bar is provided with anchoring piece.
Further, the anchoring piece is the crozier of one end bending formation of the upper connection reinforcing bar.
Further, the bottom of described one end of the beam ontology is embedded with mechanical sleeves；
The connection reinforcing bar further includes lower connection reinforcing bar, and one end of the lower connection reinforcing bar is connect with the wall steel reinforcement cage,
The other end is connect with the mechanical sleeves.
Further, the quantity of the quantity at least two of the upper connection reinforcing bar, the upper connection reinforcing bar is at least two
It is a, described at least two upper connection reinforcing bar and described at least two the lower connection reinforcing bar along the precast wall body
The setting of thickness direction interval.
Further, the exterior wall is indulged muscle and is located in the thickness range of the Side fascia.
Further, the precast wall body further includes feature board, the feature board be folded in the wall steel reinforcement cage with it is described
Between Side fascia；
The wall concrete-bar component further includes exterior wall reinforced mesh, and the exterior wall reinforced mesh is located at the exterior wall plate thickness model
In enclosing.
The utility model provides a kind of assembled arthitecutral structure system, connects in the wall including the utility model and Liangping face
Binding structure.
Further, the cavity of the precast wall body and the connection interval are provided with cast-in-place concrete layer.
In work progress, precast wall body and prefabricated beam body are lifted into place, the length direction of precast wall body and prefabricated beam body
Length direction it is consistent, both be coplanar with precast wall body with prefabricated beam body, i.e., be arranged in linear type.Then in precast wall body
Reinforced mesh is set with the connection interval of prefabricated beam body, then connects the wall steel reinforcement cage of the one end for connecting reinforcing bar and precast wall body
It connects, the other end is connect with prefabricated beam body.Finally to the cavity of precast wall body and connection interval, poured in place concrete, in advance
The cavity and connection interval of wall processed are provided with cast-in-place concrete layer, so that precast wall body and prefabricated beam body be made to become one
A entirety.
Wall provided in this embodiment and Liangping face interconnection structure, structure type is simple, construction is simple, is not necessarily to equivalent
Assembling reinforcement, easy to operate, high-efficient, pouring quality is reliable.Construction site cast-in-place concrete, then connecting node and component
Comprehensive performance is suitable with common cast-in-place concrete structure, securely and reliably, has the stronger market competitiveness.
Wall shell and cast-in-place concrete body form an entirety, can be with the common stress of cast-in-place concrete.That is wall
Shell can protect wall steel reinforcement cage, additionally it is possible to serve as shear wall formwork for placing, additionally it is possible to cast-in-place concrete jointly by
Power, to reduce concrete amount.Cast in situs cast-in-place concrete in cavity can effectively avoid cracking, so as to
Improve the waterproof performance of wall.
Furthermore during cast on-site, the wall shell of precast wall body is to pour to provide template, then greatly reduces formwork
Amount, to greatly reduce the handwork of construction site, improves construction efficiency；Greatly reduce branch modulus, so as to save
Consumptive material reduces construction cost, reduces building waste, is good for the environment.
Furthermore it avoids wall construction from needing a large amount of assembling reinforcements in scene using wall steel reinforcement cage, reduces manual work, reduce
Each work post cross-operation and live labo r usage, greatly reduce the construction time, improve construction efficiency.
Detailed description of the invention
The attached drawing for constituting a part of the utility model is used to provide a further understanding of the present invention, this is practical new
The illustrative embodiments and their description of type are not constituteed improper limits to the present invention for explaining the utility model.?
In attached drawing:
Fig. 1 is the front view of the wall that an embodiment of the present invention provides and Liangping face interconnection structure；
Fig. 2 is the top view of wall shown in FIG. 1 and Liangping face interconnection structure；
Fig. 3 is the top view of the wall that another embodiment of the utility model provides and Liangping face interconnection structure；
Fig. 4 is the side view of precast wall body in wall shown in FIG. 1 and Liangping face interconnection structure；
Fig. 5 is the top view of precast wall body shown in Fig. 4；
Fig. 6 is the structural schematic diagram of reinforced mesh in precast wall body shown in Fig. 4；
Fig. 7 is the top view according to the assembled arthitecutral structure system of the utility model embodiment.
In figure: 100- precast wall body；The prefabricated beam body of 200-；300- cast-in-place concrete layer；10- wall shell；20- wall
Steel reinforcement cage；30- cavity；40- connection interval；51- connection reinforced mesh；Reinforcing bar is connected on 52-；Reinforcing bar is connected under 53-；
60- mechanical sleeves；11- Side fascia；12- lining；13- feature board；21- exterior wall indulges muscle；22- interior wall indulges muscle；23-
Reinforced mesh；231- exterior wall reinforcing bar；232- interior wall reinforcing bar；233- transverse bar.
Specific embodiment
It should be noted that in the absence of conflict, the feature in the embodiments of the present invention and embodiment can
To be combined with each other.The utility model will be described in detail below with reference to the accompanying drawings and embodiments.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be directly connected, it can also be indirectly connected through an intermediary.For the ordinary skill in the art,
The concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.In addition, term " first " and " second " are only used
In description purpose, it is not understood to indicate or imply relative importance.
It should be noted that wall provided by the present application and Liangping face interconnection structure can be adapted for a variety of dry walls
Connection, such as precast shear wall or prefabricated sandwich wall etc..
It should be noted that "up" and "down" described in this application refers to precast wall body nature in practical applications
"up" and "down" in lower common sense." short transverse " refers to the vertical direction of precast wall body in practical applications." vertical " refers to pre-
Wall processed vertical direction in common sense under natural conditions in practical applications.
It should be noted that the vertical muscle 22 of interior wall, which is arranged in the thickness range of lining 12, refers to that interior wall indulges muscle 22 positioned at interior
Between one wall of the separate cavity 30 of a wall and lining 12 for the close cavity 30 of wallboard 12.
The vertical muscle 21 of exterior wall, which is arranged in the thickness range of Side fascia 11, refers to that exterior wall indulges muscle 21 and is located at the close of Side fascia 11
Between one wall of the separate cavity 30 of a wall and Side fascia 11 for cavity 30.
Exterior wall reinforced mesh, which is arranged in the thickness range of Side fascia 11, refers to that exterior wall indulges muscle mesh sheet and is located at Side fascia 11
Between a wall of the separate cavity 30 of a wall and Side fascia 11 for cavity 30
Fig. 1 is the front view of the wall that an embodiment of the present invention provides and Liangping face interconnection structure；Fig. 2 is Fig. 1
Shown in wall and Liangping face interconnection structure top view；Fig. 3 is the wall and beam that another embodiment of the utility model provides
The top view of plane interconnection structure；Fig. 4 is the side view of precast wall body in wall shown in FIG. 1 and Liangping face interconnection structure
Figure；Fig. 5 is the top view of precast wall body shown in Fig. 4；Fig. 6 is the structural representation of reinforced mesh in precast wall body shown in Fig. 4
Figure；Fig. 7 is the top view according to the assembled arthitecutral structure system of the utility model embodiment.
As shown in Figures 1 to 6, the utility model provides a kind of wall and Liangping face interconnection structure, including precast wall body
100 and prefabricated beam body 200, precast wall body 100 is coplanar with prefabricated beam body 200, and one end of precast wall body 100 and precast beam
Connection interval 40 is equipped between one end of body 200；Precast wall body 100 includes wall shell and concrete-bar component；Wall shell includes interior wall
Plate and Side fascia, form cavity between lining and Side fascia；Concrete-bar component includes wall steel reinforcement cage, and wall steel reinforcement cage includes that exterior wall is vertical
Muscle, the interior wall being arranged in the thickness range of lining indulge muscle and the spaced multiple steel of short transverse along wall steel reinforcement cage
Muscle mesh sheet, the side of reinforced mesh are indulged muscle with interior wall and are connect, and the other side of reinforced mesh is indulged muscle with exterior wall and connect；Wall and Liangping
Face interconnection structure includes connection reinforced mesh 51 and connection reinforcing bar；The setting of reinforced mesh 51 is connected at connection interval 40, even
The one end for connecing reinforcing bar is connect with prefabricated beam body 200, and the other end passes through connection reinforced mesh and connect with wall steel reinforcement cage.
In the present embodiment, precast wall body 100 is by wall steel reinforcement cage 20 and is arranged in the wall shells 10 of 20 two sides of wall steel reinforcement cage
It constitutes, lining 12 and Side fascia 11 are formed by the way that casting concrete is prefabricated in the factory in wall shell 10, are pouring walling shell
The interior wall of wall steel reinforcement cage 20 is first indulged muscle 22 before 10 to be embedded in lining 12, i.e., in 12 forming process of lining, completes wall
The connection of shell 10 and wall steel reinforcement cage 20.
In work progress, precast wall body 100 and prefabricated beam body 200 are lifted in place, the length direction of precast wall body 100 with
The length direction of prefabricated beam body 200 is consistent, is coplanar with precast wall body 100 with prefabricated beam body 200, i.e., the two is set in linear type
It sets.Then reinforced mesh is set at the connection interval 40 of precast wall body 100 and prefabricated beam body 200, reinforcing bar then will be connected
One end is connect with the wall steel reinforcement cage of precast wall body 100, and the other end is connect with prefabricated beam body 200.That is, connection reinforcing bar prolongs
Stretch the length direction or precast beam that direction is consistent with the length direction of prefabricated beam body 200, and reinforced mesh hangs down with precast wall body 100
The length direction of body 200 is vertically arranged.It is finally spaced at 40 to the cavity of precast wall body 100 and connection, cast in situs coagulation
Soil, the cavity of precast wall body 100 and connection, which are spaced at 40, is provided with cast-in-place concrete layer 300, to make precast wall body 100
Become an entirety with prefabricated beam body 200.
Wall provided in this embodiment and Liangping face interconnection structure, structure type is simple, construction is simple, without a large amount of
Assembling reinforcement, easy to operate, high-efficient, pouring quality is reliable.
Cast-in-place concrete at the construction field (site), then connecting node and the comprehensive performance of component and common cast-in-place concrete structure
Quite, securely and reliably, there is the stronger market competitiveness.
Lining and cast-in-place concrete body form an entirety, can be with the common stress of cast-in-place concrete.That is in
Wallboard can protect wall steel reinforcement cage 20, additionally it is possible to serve as wall body casting template, additionally it is possible to cast-in-place concrete jointly by
Power, to reduce concrete amount.Cast in situs cast-in-place concrete in cavity 30 can effectively avoid cracking, so as to
Enough improve the waterproof performance of wall.
Furthermore during cast on-site, the wall shell 10 of precast wall body 100 is to pour to provide template, then greatly reduces
Branch modulus to greatly reduce the handwork of construction site improves construction efficiency；Greatly reduce branch modulus, so as to
Consumptive material is enough saved, construction cost is reduced, building waste is reduced, is good for the environment.
Furthermore a large amount of assembling reinforcements in wall scene are avoided using wall steel reinforcement cage, reduce manual work, each work post is reduced and hands over
Operation and live labo r usage are pitched, the construction time is greatly reduced, improves construction efficiency.
It should be noted that the thickness of Side fascia 11 and lining 12 can be arranged according to Specific construction situation, for example,
The thickness of Side fascia 11 and lining 12 is any value etc. in this section 40mm, 50mm, 60mm or 40mm-60mm.
Wall provided in this embodiment and beam plane structure can be applied to common wall, such as: such as Fig. 1 and Fig. 2 institute
Show, exterior wall is indulged muscle and is located in the thickness range of Side fascia, i.e., precast wall body 100 includes lining, Side fascia and wall steel reinforcement cage.
In the present embodiment, the exterior wall of wall steel reinforcement cage 20 is first indulged into muscle 21 before pouring walling shell 10 and is embedded in Side fascia 11
It is interior, interior wall is indulged into muscle 22 and is embedded in lining 12, i.e., in 12 forming process of Side fascia 11 and lining, complete wall shell 10 with
The connection of wall steel reinforcement cage 20.Side fascia and cast-in-place concrete body form an entirety, can be with the common stress of cast-in-place concrete.?
That is lining and Side fascia can protect wall steel reinforcement cage 20, additionally it is possible to serve as wall body casting template, additionally it is possible to
With the common stress of cast-in-place concrete, to be further reduced concrete amount.Cast in situs cast-in-place concrete in cavity 30,
It can effectively avoid cracking, so as to improve the waterproof performance of wall.
For another example: as shown in figure 3, precast wall body 100 further includes feature board 13, feature board 13 is folded in wall steel reinforcement cage and exterior wall
Between plate；Wall concrete-bar component further includes exterior wall reinforced mesh, and exterior wall reinforced mesh is located in Side fascia thickness range.
In the present embodiment, precast wall body 100 is sandwich wall, sandwich wall can not only load-bearing stress, and can
Meet some functions, e.g., when feature board includes insulation board, sandwich wall has heat insulation effect, when feature board 13 includes sound insulation
When plate, sandwich wall has soundproof effect etc. or feature board 13 includes the combination of a variety of plates such as insulation board and soundproof plate.
Wherein, the structure type for connecting reinforcing bar may include the upper connection reinforcing bar 52 that the top of prefabricated beam body 200 is arranged in
It can also include the middle connection reinforcing bar that middle part is set, certainly with the lower connection reinforcing bar 53 for the bottom that prefabricated beam body 200 is arranged in
It can also include two of them or three kinds of combination.
Optionally, connection reinforcing bar includes upper connection reinforcing bar 52 and lower connection reinforcing bar 53, in the wall for ensureing connecting node intensity
Body avoids that excessive reinforcing bar is arranged and leads to complicated increasing cost of constructing.
For the intensity for ensureing connecting node, the upper end that wall steel reinforcement cage can be set is stretched out outside wall shell, with prefabricated beam body 200
Including beam steel cage and the beam ontology being wrapped in outside beam steel cage, and the upper end stretching beam sheet of beam steel cage is external；Upper connection
One end of reinforcing bar 52 is connect with the extension of wall steel reinforcement cage, and the other end is connect with the extension of beam steel cage.
In the present embodiment, the extension of wall steel reinforcement cage, the extension connection of the beam steel cage and connection interval
It is provided with cast-in-place concrete layer 300 at 40, that is, prefabricated beam body 200 is increased to three's casting concrete at the construction field (site)
With the shared cast-in-place concrete amount of precast wall body 100, connecting node intensity is further increased.
Wherein it is possible to which anchoring piece is arranged to improve upper connection steel in the one end of upper connection reinforcing bar 52 connecting with wall steel reinforcement cage
The anchor force of muscle 52 and cast-in-place concrete layer 300 further increases connecting node intensity.
The structure type of anchoring piece can be a variety of, such as: anchoring piece is in cylinder, and the sectional dimension of cylinder is greater than upper connection
The sectional dimension of reinforcing bar 52；Or anchoring piece is bar dowel and the setting in T shape of upper connection reinforcing bar 52；Optionally, anchoring piece is
The crozier that one end bending of upper connection reinforcing bar 52 is formed, structure is simple, and production and processing is convenient.
Lower connection reinforcing bar 53 can be connect by pre-buried with prefabricated beam body 200, optionally in the bottom of prefabricated beam body 200
Embedded mechanical sleeves 60, at the construction field (site), precast wall body 100 and prefabricated beam body 200 lift it is in place after, by lower connection reinforcing bar 53
One end is connect with wall steel reinforcement cage, and the other end is connect with mechanical sleeves 60.Pre-made sleeve is buried in prefabricated beam body 200, makes precast beam
The cross section structure of body 200 is regular, convenient transportation, facilitates lifting.
It can be a variety of for connecting the connection type of reinforcing bar and steel reinforcement cage, such as: connection reinforcing bar is passed through into iron wire and wall reinforcing bar
20 binding and fixing of cage, perhaps by being welded to connect or connecting reinforcing bar and the company of wall steel reinforcement cage 20 by connectors such as anchor ear, buckles
Connect fixation.
Exterior wall indulge muscle 21 and inner-outer wall indulge muscle 21 can with the angled setting of vertical direction, preferably, be vertically arranged,
Bear biggish power.Reinforced mesh 23 can be with the angled setting of horizontal direction, preferably, reinforced mesh 23 is horizontally disposed, i.e.,
It is vertically arranged with vertical muscle, it is easy to process, it is the compound with regular structure of wall steel reinforcement cage 20.
The vertical muscle 22 of connection type and interior wall that exterior wall indulges muscle 21 and reinforced mesh 23 all can be more with reinforced mesh 23
Kind, for example, carrying out binding and fixing by iron wire, or vertical muscle and reinforced mesh 23 are blocked by anchor ear.
For another example, exterior wall indulges muscle 21 and reinforced mesh 23 welds, and interior wall is indulged muscle 22 and welded with reinforced mesh 23, by welding,
High-efficient, bonding strength is good, to improve the production efficiency of precast wall body 100.
The structure type of reinforced mesh 23 can be a variety of, such as: reinforced mesh 23 is by multiple interlaced setting reinforcing bars
Setting, to form network, the shape of grid can be rectangle or abnormity etc..
Optionally, as shown in Figure 5 and Figure 6, the section of lining 12 and the section of Side fascia 11 are in long strip；Reinforcing bar
Mesh sheet 23 include the interior wall reinforcing bar 232 extended along the length direction of lining 12, along Side fascia 11 length direction extend it is outer
Wall reinforcing bar 231 and the transverse bar 233 being connected between interior wall reinforcing bar and exterior wall reinforcing bar；Interior wall is indulged muscle and is connect with interior wall reinforcing bar, outside
Wall is indulged muscle and is connect with exterior wall reinforcing bar.
Mesh sheet structure provided in this embodiment is capable of forming ladder shape, day font or mu character shape etc., the present embodiment provides
23 structure of reinforced mesh it is simple, can be realized mechanization in the factory, batch production, to further increase precast wall body
100 production efficiency.
In addition, being connect transverse bar with interior wall reinforcing bar and exterior wall reinforcing bar using welding, then transverse bar 233 is with interior wall reinforcing bar and outside
Without being bent when wall reinforcing bar connects, then save steel, to reduce production cost, and then reduce the synthesis of construction at
This.
As shown in fig. 7, the utility model provides a kind of assembled arthitecutral structure system, including wall provided by the utility model
Body and Liangping face interconnection structure.
In work progress, precast wall body 100 and prefabricated beam body 200 are lifted in place, the length direction of precast wall body 100 with
The length direction of prefabricated beam body 200 is consistent, is coplanar with precast wall body 100 with prefabricated beam body 200, i.e., the two is set in linear type
It sets.Then reinforced mesh is set at the connection interval 40 of precast wall body 100 and prefabricated beam body 200, reinforcing bar then will be connected
One end is connect with the wall steel reinforcement cage of precast wall body 100, and the other end is connect with prefabricated beam body 200.Finally to the sky of precast wall body 100
At chamber and connection interval 40, poured in place concrete, the cavity of precast wall body 100 and connection are spaced at 40 and are provided with now
Pouring concrete layer 300, so that precast wall body 100 and prefabricated beam body 200 be made to become an entirety.
Assembled arthitecutral structure system provided in this embodiment, construction efficiency is high, is good for the environment, integral construction cost
Low, intensity high quality is good.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection scope within.
Claims (7)
1. a kind of wall and Liangping face interconnection structure characterized by comprising precast wall body and prefabricated beam body, it is described prefabricated
Wall is coplanar with the prefabricated beam body, and the company of being equipped between one end of the precast wall body and one end of the prefabricated beam body
Connect interval；
The precast wall body includes wall shell and concrete-bar component；The wall shell includes lining and Side fascia, the lining
Cavity is formed between the Side fascia；The concrete-bar component includes wall steel reinforcement cage, and the wall steel reinforcement cage includes that exterior wall is indulged muscle, set
It sets interior wall in the thickness range of the lining and indulges muscle and spaced more along the short transverse of the wall steel reinforcement cage
A reinforced mesh, the side of the reinforced mesh and the interior wall are indulged muscle and connects, the other side of the reinforced mesh and it is described outside
Wall indulges muscle connection；
Connect reinforced mesh and connection reinforcing bar；The connection reinforced mesh is arranged in the connection interval, the connection reinforcing bar
One end connect with the prefabricated beam body, the other end pass through the connection reinforced mesh connect with the wall steel reinforcement cage；
The upper end of the wall steel reinforcement cage is stretched out outside the wall shell, and the prefabricated beam body includes beam steel cage and is wrapped in described
Beam ontology outside beam steel cage, and the upper end stretching beam sheet of the beam steel cage is external；The connection reinforcing bar includes upper company
Reinforcing bar is connect, one end of the upper connection reinforcing bar is connect with the extension of wall steel reinforcement cage, and the other end is stretched with the beam steel cage
Part connects out.
2. wall according to claim 1 and Liangping face interconnection structure, which is characterized in that the institute of the upper connection reinforcing bar
It states one end and is provided with anchoring piece.
3. wall according to claim 2 and Liangping face interconnection structure, which is characterized in that the anchoring piece is on described
Connect the crozier that one end bending of reinforcing bar is formed.
4. wall according to claim 1 and Liangping face interconnection structure, which is characterized in that described the one of the beam ontology
The bottom at end is embedded with mechanical sleeves；
The connection reinforcing bar further includes lower connection reinforcing bar, and one end of the lower connection reinforcing bar is connect with the wall steel reinforcement cage, another
End is connect with the mechanical sleeves.
5. wall according to claim 4 and Liangping face interconnection structure, which is characterized in that the number of the upper connection reinforcing bar
Amount at least two, the quantity at least two of the upper connection reinforcing bar, described at least two upper connection reinforcing bar and described
At least two lower connection reinforcing bar is arranged along the thickness direction interval of the precast wall body.
6. a kind of assembled arthitecutral structure system, which is characterized in that including wall according to any one of claims 1 to 5
With Liangping face interconnection structure.
7. assembled arthitecutral structure system according to claim 6, which is characterized in that the cavity of the precast wall body and
The connection interval is provided with cast-in-place concrete layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821530940.1U CN209227841U (en) | 2018-09-18 | 2018-09-18 | Wall and Liangping face interconnection structure and assembled arthitecutral structure system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821530940.1U CN209227841U (en) | 2018-09-18 | 2018-09-18 | Wall and Liangping face interconnection structure and assembled arthitecutral structure system |
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| CN209227841U true CN209227841U (en) | 2019-08-09 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644646A (en) * | 2019-09-16 | 2020-01-03 | 佛山建装建筑科技有限公司 | Split-level grouting sleeve connected assembled shear wall system |
-
2018
- 2018-09-18 CN CN201821530940.1U patent/CN209227841U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644646A (en) * | 2019-09-16 | 2020-01-03 | 佛山建装建筑科技有限公司 | Split-level grouting sleeve connected assembled shear wall system |
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