CN209397765U - Prefabricated panel and panel wall system - Google Patents
Prefabricated panel and panel wall system Download PDFInfo
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- CN209397765U CN209397765U CN201822104667.2U CN201822104667U CN209397765U CN 209397765 U CN209397765 U CN 209397765U CN 201822104667 U CN201822104667 U CN 201822104667U CN 209397765 U CN209397765 U CN 209397765U
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Abstract
The utility model relates to a kind of prefabricated panel and panel wall systems.Panel wall system include prefabricated panel, with its cast-in-place shear wall plate and connect reinforcing bar, prefabricated panel includes wallboard body and multiple embedded sleeve barrels；Embedded sleeve barrel is embedded in wallboard body in advance, and is located at the connecting side of wallboard body；Cast-in-place shear wall plate includes concrete structure and the steel reinforcement cage in concrete structure；Panel wall system further includes connection reinforcing bar, and the one end for connecting reinforcing bar is fixedly connected in embedded sleeve barrel, and the other end for connecting reinforcing bar is fixedly connected on concrete structure, and protrudes into steel reinforcement cage.Prefabricated panel provided by the utility model and panel wall system, it is embedded in wallboard body in advance by embedded sleeve barrel, connection reinforcing bar one end is fixedly connected with embedded sleeve barrel, the other end formed connection during cast-in-place shear wall plate carries out cast-in-place, improve the bonding strength between prefabricated panel and cast-in-place shear wall plate, the influence having differences by respective concrete internal stress is reduced, the probability for generating crack is reduced.
Description
Technical field
The utility model relates to assembled architecture technical field of construction, more particularly to a kind of prefabricated panel and wall board body
System.
Background technique
In assembled architecture, wallboard usually requires to link together with cast-in-place shear wall plate by cast-in-place mode.
However wallboard is usually pre-formed in advance, production with cast-in-place shear wall plate and pours mode and is all different, and
And respectively there is also difference for the molding time of concrete, therefore after being attached construction to wallboard and cast-in-place shear wall plate, it may
The case where junction generates crack, beautiful, Er Qiecun is not only influenced in the presence of due to the differentia influence of respective concrete internal stress
In some potential safety problems.
Utility model content
Based on this, it is necessary to for existing prefabricated panel and cast-in-place shear wall plate because there are the differences of respective concrete internal stress
Different influence, and generate crack in junction, and then influence beautiful and there are problems that security risk, provide one kind can reduce it is prefabricated
The prefabricated panel and panel wall system of the internal stress difference of wallboard and cast-in-place shear wall plate junction.
A kind of panel wall system, including prefabricated panel and the cast-in-place shear wall plate being connect with the prefabricated panel；It is described prefabricated
Wallboard includes wallboard body and multiple embedded sleeve barrels；The wallboard body has the connection connecting with the cast-in-place shear wall plate
Side, the embedded sleeve barrel is embedded in the wallboard body in advance, and is located at the connecting side；The cast-in-place shear wall plate includes concrete structure
And the steel reinforcement cage in the concrete structure；The panel wall system further includes connection reinforcing bar, and one end of the connection reinforcing bar is fixed
It is connected in the embedded sleeve barrel, the other end of the connection reinforcing bar is fixedly connected on the concrete knot of the cast-in-place shear wall plate
Structure, and protrude into the steel reinforcement cage.
Above-mentioned panel wall system, wallboard body are prefabricated in the factory molding, are embedded in embedded sleeve barrel wherein in advance in prefabrication process,
Embedded sleeve barrel and connection when so wallboard body being attached with cast-in-place shear wall plate at the construction field (site), due to its connecting side
One end of reinforcing bar is fixedly connected, connect reinforcing bar the other end can with cast-in-place shear wall plate carry out it is cast-in-place during it is formed
Connection, therefore the bonding strength between prefabricated panel and cast-in-place shear wall plate is improved, it reduces because respective concrete internal stress is deposited
In the influence of difference, the probability for generating crack is reduced.
In one of the embodiments, the longitudinally on surface of multiple embedded sleeve barrels along the connecting side and/or
The width direction interval on the surface of the connecting side is arranged.
Surface of the connection reinforcing bar perpendicular to the connecting side in one of the embodiments,.
The embedded sleeve barrel and the connection reinforcing bar are detachably connected in one of the embodiments,.
Straight thread section, the connection reinforcing bar and the straight spiral shell are equipped in the embedded sleeve barrel in one of the embodiments,
Line section is cooperatively connected.
The wallboard body further includes transverse steel or longitudinal reinforcement, the transverse steel in one of the embodiments,
Or one end of the longitudinal reinforcement is fixedly connected with one end of the embedded sleeve barrel, the connection reinforcing bar and the transverse steel or
The longitudinal reinforcement is relatively arranged on the both ends of the embedded sleeve barrel.
The diameter of the transverse steel or the longitudinal reinforcement is greater than the connection reinforcing bar in one of the embodiments,
Diameter.
The connection reinforcing bar is spiral in one of the embodiments,.
The prefabricated wallboard further includes multiple built-in hangers, the wallboard body in one of the embodiments,
With lifting side, multiple built-in hangers are located at the lifting side, and the lifting side is adjacent with the connecting side or sets relatively
It sets.
A kind of prefabricated panel is connect with cast-in-place shear wall plate, and the cast-in-place shear wall plate includes concrete structure and is located at described
Steel reinforcement cage in concrete structure is equipped with connection reinforcing bar, the prefabricated panel between the prefabricated panel and the cast-in-place shear wall plate
Including wallboard body, there is the connecting side connecting with the cast-in-place shear wall plate；Multiple embedded sleeve barrels are embedded in the wallboard sheet in advance
Body, and it is located at the connecting side；One end of the connection reinforcing bar is fixedly connected in the embedded sleeve barrel, the connection reinforcing bar
The other end is fixedly connected on the concrete structure of the cast-in-place shear wall plate, and protrudes into the steel reinforcement cage.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the panel wall system in an embodiment of the present invention；
Fig. 2 be panel wall system shown in FIG. 1 in prefabricated panel with connect reinforcing bar connect structural schematic diagram；
Fig. 3 is the structural schematic diagram of the prefabricated panel in panel wall system shown in FIG. 1；
Fig. 4 be the utility model one implement in embedded sleeve barrel with connect reinforcing bar connect structural schematic diagram；
Fig. 5 is the structural schematic diagram at another visual angle of the prefabricated panel in panel wall system shown in Fig. 3.
Specific embodiment
The utility model is more fully retouched below with reference to relevant drawings for the ease of understanding the utility model,
It states.The preferred embodiment of the utility model is given in attached drawing.But the utility model can come in many different forms
It realizes, however it is not limited to embodiment described herein.On the contrary, purpose of providing these embodiments is makes to the utility model
The understanding of disclosure is more thorough and comprehensive.
Unless otherwise defined, all technical and scientific terms used herein are led with the technology for belonging to the utility model
The normally understood meaning of the technical staff in domain is identical.Terminology used in the description of the utility model herein only be
The purpose of description specific embodiment, it is not intended that in limitation the utility model.Term " and or " used herein includes
Any and all combinations of one or more related listed items.
When describing positional relationship, unless otherwise defined, when an element is regarded as at another element "upper", energy
Intermediary element directly in other elements or also may be present.It can also understand, when element is regarded as in two element " they
Between " when, it can be the only one between two elements, or one or more intermediary elements also may be present.
Using " comprising " described herein, " having " and "comprising", unless having used specific restriction
Term, such as " only ", " by ... form " etc., it otherwise can also add another component.Unless refer on the contrary, otherwise singular shape
The term of formula may include plural form, and can not be interpreted as its quantity is one.
In addition, the ratio that attached drawing is not 1:1 is drawn, and the relative size of each element is in the accompanying drawings only illustratively to draw
System, and not necessarily drawn according to actual proportions.
As shown in Figure 1, the panel wall system 100 in an embodiment of the present invention, including prefabricated panel 10 and prefabricated panel
The cast-in-place shear wall plate 20 and connection reinforcing bar 30 of 10 connections.
Prefabricated panel 10 includes wallboard body 11 and multiple embedded sleeve barrels 12, and wallboard body 11 has connecting side 13, pre-buried
Sleeve 12 is embedded in wallboard body 11 in advance, and is located at connecting side 13.
Cast-in-place shear wall plate 20 includes concrete structure and the steel reinforcement cage 21 in concrete structure.
One end of connection reinforcing bar 30 is fixedly connected in embedded sleeve barrel 12, and the other end of connection reinforcing bar 30 is fixedly connected on existing
It pours the concrete structure of shear wall slab 20 and protrudes into steel reinforcement cage 21.
Wallboard body 11 is prefabricated in the factory molding, is embedded in embedded sleeve barrel 12 wherein in advance in prefabrication process, so by wall
When plate ontology 11 is attached with cast-in-place shear wall plate at the construction field (site), embedded sleeve barrel 12 due to its connecting side 13 with connect steel
One end of muscle 30 is fixedly connected, connect reinforcing bar 30 the other end can with during cast-in-place shear wall plate 20 carries out cast-in-place with its
Connection is formed, therefore improves the bonding strength between prefabricated panel 10 and cast-in-place shear wall plate 20, is reduced because of respective concrete
The influence that internal stress has differences reduces the probability for generating crack.
As shown in Figures 2 and 3, in some embodiments, embedded sleeve barrel 12 with to connect reinforcing bar 30 detachably connected.Prefabricated
The transport of wallboard 10 to before construction site, the embedded sleeve barrel 12 of prefabricated panel 10 with connect the separated state of reinforcing bar 30, one side
Connection reinforcing bar 30 is protected, the transport of prefabricated panel 10 is on the other hand also facilitated.
Further, embedded sleeve barrel 12 is threadedly coupled with reinforcing bar 30 is connect.The mode of threaded connection is simple, and embedded sleeve barrel
12 can be used as standard component, be conducive to save the cost.
As shown in figure 4, further, straight thread section 121, connection reinforcing bar 30 and the straight thread section are equipped in embedded sleeve barrel 12
121 are cooperatively connected.The bonding strength of straight thread section 121 is high, and quality of connection is reliable and stable.
In some embodiments, connection reinforcing bar 30 is spiral.In this way, connection reinforcing bar 30 also can be used as standard component, have
Conducive to save the cost.
In some embodiments, wallboard body 11 further includes transverse steel or longitudinal reinforcement, transverse steel or longitudinal reinforcement
One end be fixedly connected with one end of embedded sleeve barrel 12, connection reinforcing bar 30 be relatively arranged on transverse steel or longitudinal reinforcement it is pre-buried
The both ends of sleeve 12.In this way, embedded sleeve barrel 12 is other than forming connection with the concrete of wallboard body 11, moreover it is possible to pass through lateral steel
Muscle or longitudinal reinforcement reinforce the connection of itself and wallboard body 11, therefore can further improve connection reinforcing bar 30 and cast-in-place shear wall plate 20
Between bonding strength.
In some embodiments, the diameter for connecting reinforcing bar 30 is greater than the diameter of transverse steel or longitudinal reinforcement.
In the particular embodiment, embedded sleeve barrel 12 has cylindrical drum 122 and tapered barrel 123, wherein sets in cylindrical drum 122
There is straight thread section 121, be equipped with changeover portion 124 and linkage section 125 in tapered barrel 123, wherein linkage section 125 and reinforcing steel bars of wallboards connect
It connects, straight thread section 121, changeover portion 124 and linkage section 125 are sequentially connected.
As shown in figure 5, in some embodiments, embedded sleeve barrel 12 is including multiple, and multiple embedded sleeve barrels 12 are along connecting side 13
Surface longitudinally and/or connecting side 13 surface width direction interval setting.Preferably, multiple 12 edges of embedded sleeve barrel
The width direction interval on the surface of the longitudinally and connecting side 13 on the surface of connecting side 13 is arranged.So, it is ensured that connecting side
13 is high with 20 bonding strength of cast-in-place shear wall plate, connects relatively reliable.
Referring to Fig. 2, in some embodiments, surface of the connection reinforcing bar 30 perpendicular to connecting side 13.
Referring to Fig. 3, prefabricated wallboard 100 further includes multiple built-in hangers 40, and wallboard body 11 has
Side 14 is hung, multiple built-in hangers 40 are located at lifting side 14, and lifting side 14 is adjacent with connecting side 13 or is oppositely arranged.In this way, preventing
Built-in hanger 40 guarantees the bonding strength of the connecting side 13 where embedded sleeve barrel 12 to the intensity effect of wallboard body 11.Specifically
Ground, built-in hanger 40 are pre-buried hanging ring.
Based on above-mentioned panel wall system 100, the utility model also provides a kind of prefabricated panel 10, with cast-in-place shear wall plate
20 connections, cast-in-place shear wall plate 20 include concrete structure and the steel reinforcement cage 21 in concrete structure, prefabricated panel 10 and cast-in-place shearing
Connection reinforcing bar 30 is equipped between wallboard 20.
Prefabricated panel 10 includes wallboard body 11 and multiple embedded sleeve barrels 12, and wallboard body 11 has and cast-in-place shear wall plate
The connecting side 13 of 20 connections, embedded sleeve barrel 12 is embedded in wallboard body 11 in advance, and is located at connecting side 13, and one end of connection reinforcing bar 30 is solid
Surely it is connected in embedded sleeve barrel 12, the other end is fixedly connected on the concrete structure of cast-in-place shear wall plate 20, and protrudes into steel reinforcement cage 21.
Based on above-mentioned panel wall system 100, the utility model also provides a kind of construction method of panel wall system, including following step
It is rapid:
S10: prefabricated panel 10 is lifted into predeterminated position；
Wherein, wallboard body 11 further include lifting side 14, lifting side 14 be equipped with multiple built-in hangers 40, the lifting side 14 with
Connecting side 13 where embedded sleeve barrel 12 is adjacent or is oppositely arranged, it is preferred that be disposed adjacent, in this way, utilizing built-in hanger
When 40 lifting wallboard body 11, adjustment wallboard body 11 can be more convenient with respect to the position of steel reinforcement cage 21.
S20: the steel reinforcement cage 21 of cast-in-place shear wall plate 20 is installed to the connecting side 13 of wallboard body 10；
Wherein, steel reinforcement cage 21 can be bound in advance, to prevent it from interfering with generation between reinforcing bar 30 is connect, influence construction effect
Rate.
S30: the one end for connecting reinforcing bar 30 is fixedly connected with the embedded sleeve barrel 12 of prefabricated panel 10, connects the another of reinforcing bar 30
One end is protruded into steel reinforcement cage 21；
Wherein, connecting reinforcing bar 30 and the connection type of embedded sleeve barrel 12 can be to be detachably connected, it is preferred that embedded sleeve barrel 12
It is cooperatively connected with reinforcing bar 300 is connect by straight thread.
S40: being poured concrete to form the concrete structure of cast-in-place shear wall plate 20, so that the other end of connection reinforcing bar 30 is fixed
It is connected to concrete structure.
Wherein, because connection reinforcing bar 30 one end stretched in steel reinforcement cage 21, therefore to cast-in-place shear wall sheet metal forming after, it is prefabricated
The concrete that the connecting side 13 of wallboard 10 does not only rely on cast-in-place shear wall plate 20 is connect with cast-in-place shear wall plate 20, and connects steel
Muscle 30 also is secured in cast-in-place shear wall plate 20, therefore the connection improved between prefabricated panel 10 and cast-in-place shear wall plate 20 is strong
Degree.
The prefabricated wallboard 10 and panel wall system 100 of the utility model, have the advantage that compared with prior art
(1), it is embedded in wallboard body 11 in advance by the way that embedded sleeve barrel 12 is arranged, one end and the embedded sleeve barrel 12 for connecting reinforcing bar 30 are solid
Fixed connection, the other end can improve dry wall with connection formed during cast-in-place shear wall plate 20 carries out cast-in-place
Bonding strength between plate 10 and cast-in-place shear wall plate 20 reduces the influence having differences by respective concrete internal stress, drop
The low probability for generating crack；
(2), by setting embedded sleeve barrel 12 with connect reinforcing bar 30 by straight thread section 121 connection, can bonding strength height, connect
It is also reliable and stable to connect quality；
(3), it is connect, is reinforced with the longitudinal reinforcement of prefabricated panel 10 or transverse steel by the way that one end of embedded sleeve barrel 12 is arranged
The connection for connecting reinforcing bar 30 and wallboard body 11, the connection further increased between connection reinforcing bar 30 and cast-in-place shear wall plate 20 are strong
Degree；
(4), by the way that multiple embedded sleeve barrels 12 are arranged along the longitudinally on the surface of connection side 13 and/or connect side 13
The width direction interval on surface is arranged, it is ensured that connecting side 13 and 20 bonding strength of cast-in-place shear wall plate are high, connect relatively reliable；
(5), adjacent with connecting side 13 or be oppositely arranged by setting lifting side 14, prevent built-in hanger 40 to wallboard body
11 intensity effect guarantees the bonding strength of the connecting side 13 where embedded sleeve barrel 12；
(6), it by the way that the steel reinforcement cage 21 of cast-in-place shear wall plate 20 to be first set to the connecting side 13 of wallboard body 11, then installs
Reinforcing bar 30 is connected, can prevent from generating interference between steel reinforcement cage 21 and connection reinforcing bar 30.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, all should be considered as described in this specification.
Above-described embodiments merely represent several embodiments of the utility model, the description thereof is more specific and detailed,
But it cannot be understood as the limitations to utility model patent range.It should be pointed out that for the common skill of this field
For art personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these are belonged to
The protection scope of the utility model.Therefore, the scope of protection shall be subject to the appended claims for the utility model patent.
Claims (10)
1. a kind of panel wall system, which is characterized in that including prefabricated panel and the cast-in-place shear wall plate being connect with the prefabricated panel；
The prefabricated panel includes wallboard body and multiple embedded sleeve barrels；
The wallboard body has the connecting side connecting with the cast-in-place shear wall plate, and the embedded sleeve barrel is embedded in the wallboard in advance
Ontology, and it is located at the connecting side；
The cast-in-place shear wall plate includes concrete structure and the steel reinforcement cage in the concrete structure；
The panel wall system further includes connection reinforcing bar, and one end of the connection reinforcing bar is fixedly connected in the embedded sleeve barrel, institute
The other end for stating connection reinforcing bar is fixedly connected on the concrete structure of the cast-in-place shear wall plate, and protrudes into the steel reinforcement cage.
2. panel wall system according to claim 1, which is characterized in that table of multiple embedded sleeve barrels along the connecting side
The width direction interval on the surface of the longitudinally in face and/or the connecting side is arranged.
3. panel wall system according to claim 1, which is characterized in that table of the connection reinforcing bar perpendicular to the connecting side
Face.
4. panel wall system according to claim 1, which is characterized in that the embedded sleeve barrel and the connection reinforcing bar are detachable
Ground connection.
5. panel wall system according to claim 4, which is characterized in that straight thread section is equipped in the embedded sleeve barrel, it is described
It connects reinforcing bar and the straight thread section is cooperatively connected.
6. panel wall system according to claim 1, which is characterized in that the wallboard body further includes transverse steel or longitudinal direction
One end of reinforcing bar, the transverse steel or the longitudinal reinforcement is fixedly connected with one end of the embedded sleeve barrel, the connection steel
Muscle and the transverse steel or the longitudinal reinforcement are relatively arranged on the both ends of the embedded sleeve barrel.
7. panel wall system according to claim 6, which is characterized in that the diameter of the transverse steel or the longitudinal reinforcement
Greater than the diameter of the connection reinforcing bar.
8. panel wall system according to claim 1, which is characterized in that the connection reinforcing bar is spiral.
9. panel wall system according to claim 1, which is characterized in that the panel wall system further includes multiple built-in hangers,
The wallboard body has lifting side, and multiple built-in hangers are located at the lifting side, the lifting side and the connecting side
It is adjacent or be oppositely arranged.
10. a kind of prefabricated panel is connect with cast-in-place shear wall plate, the cast-in-place shear wall plate includes concrete structure and is located at the concrete
Steel reinforcement cage in structure is equipped with connection reinforcing bar, which is characterized in that described between the prefabricated panel and the cast-in-place shear wall plate
Prefabricated panel includes:
Wallboard body has the connecting side connecting with the cast-in-place shear wall plate；
Multiple embedded sleeve barrels are embedded in the wallboard body in advance, and are located at the connecting side；
One end of the connection reinforcing bar is fixedly connected in the embedded sleeve barrel, and the other end of the connection reinforcing bar is fixedly connected on
The concrete structure of the cast-in-place shear wall plate, and protrude into the steel reinforcement cage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822104667.2U CN209397765U (en) | 2018-12-14 | 2018-12-14 | Prefabricated panel and panel wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822104667.2U CN209397765U (en) | 2018-12-14 | 2018-12-14 | Prefabricated panel and panel wall system |
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| Publication Number | Publication Date |
|---|---|
| CN209397765U true CN209397765U (en) | 2019-09-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201822104667.2U Active CN209397765U (en) | 2018-12-14 | 2018-12-14 | Prefabricated panel and panel wall system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440968A (en) * | 2018-12-14 | 2019-03-08 | 湖南远大建工股份有限公司 | Prefabricated panel, panel wall system and its construction method |
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2018
- 2018-12-14 CN CN201822104667.2U patent/CN209397765U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440968A (en) * | 2018-12-14 | 2019-03-08 | 湖南远大建工股份有限公司 | Prefabricated panel, panel wall system and its construction method |
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