CN206681198U - One kind set box structure and filling system - Google Patents
One kind set box structure and filling system Download PDFInfo
- Publication number
- CN206681198U CN206681198U CN201720415576.3U CN201720415576U CN206681198U CN 206681198 U CN206681198 U CN 206681198U CN 201720415576 U CN201720415576 U CN 201720415576U CN 206681198 U CN206681198 U CN 206681198U
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- casing
- slip casting
- grouting pipe
- set box
- box structure
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Abstract
The utility model discloses one kind set box structure and filling system.The set box structure includes casing, and the lower end of the casing is opening；The casing is provided with the slip casting pore through left and right sides wall.Casing of the present utility model replaces grout sleeve, can significantly decrease production cost, and in-site installation is more convenient.
Description
Technical field
A kind of set box structure and filling system are the utility model is related to, belongs to building industrialization field.
Background technology
The vertical connection of prefabricated panel is a link of most critical in prefabricated assembled shear wall structure system.
Current domestic main flow way is to adopt sleeve grouting connected mode.Sleeve and Grouting Pipe, wall are reserved in prefabricated panel
Plate in-site installation is closely knit by reserved Grouting Pipe slip casting after fixing.
But this way effect is unsatisfactory, inconvenient for operation, sleeve cost is higher, and sleeve Grouting Pipe quantity is more, existing
Field needs to block one by one, complex operation, and the bad control of plugging effect, slip casting rear wall plate apparent mass are poor.
Utility model content
The utility model aims to provide a kind of set box structure and filling system, the casing and replaces grout sleeve, can be notable
Ground reduces production cost, and in-site installation is more convenient.
To achieve these goals, technical scheme is used by the utility model：
One kind set box structure, it includes casing, and the lower end of the casing is opening；The casing, which is provided with, runs through left and right sidewall
The slip casting pore in face.
Thus, grout sleeve can be replaced by a set box structure, and in-site installation is more convenient.
According to embodiment of the present utility model, further optimization can also be made to the utility model, below for optimization after
The technical scheme of formation：
In order to improve the bonding strength of casing and anticreep performance, increase adhesion, the madial wall of the casing, which is provided with, to be prevented
De- structure.Preferably, the disconnecting prevention structure is groove or projection.
Preferably, it is provided with muscle hole at the top of casing.During installation, at least part bottom of prefabricated panel goes out muscle described in
The muscle hole of casing top is simultaneously stretched into the casing.
In order to improve slip casting effect, the slip casting pore is arranged on the top of casing.
Based on same inventive concept, the utility model additionally provides a kind of casing filling system, it include Grouting Pipe and
Multiple described set box structures, the Grouting Pipe is through multiple described slip casting pores for covering box structures, and the Grouting Pipe is extremely
Few position in each casing is provided with injected hole.
For the ease of understanding slip casting state, one end closing of the Grouting Pipe.Plug can be used to block the end of Grouting Pipe
Portion, one end of Grouting Pipe can also be designed as blind end.
Optionally, the slip casting groove for substituting each injected hole, the note are provided with the tube wall of the Grouting Pipe
Length direction extension of the stock tank along Grouting Pipe, and the closure knot for blocking this section of slip casting groove is provided between two neighboring casing
Structure.Processing cost can be reduced by opening slip casting groove, but needs to block the section and sealed being provided between two neighboring casing
It is stifled, to realize the effect of injected hole.
Preferably, the set box structure is embedded in the bottom of prefabricated panel, and the opening of casing and the prefabricated panel
Bottom face connects.
Preferably, the opening of the casing is towards floor, and the top of the floor goes out muscle and/or next layer of prefabricated panel
Top go out muscle and stretch into the casing.
Compared with prior art, the beneficial effects of the utility model are：Two sleeves are replaced to calculate according to a casing, into
This at least reduces by more than 50%, and the cost of a general sleeve is ten yuan or so one, and two sleeves need 20 yuan or so, and
One casing only needs several members.
In addition, by using casing, in-site installation device to hole required precision is far from, and sleeve is high, and sleeve bottom only has one small
Hole, slightly deviation, it is possible on not；And casing bottom space is very big, reinforcing bar is not required to too high, fast and easy to hole precision, existing
Field installation device to hole is easy to operate, improves installation effectiveness.
The utility model abandons the pattern from the slip casting of wallboard front, creatively using the new slip casting from wallboard side note
Structure and grouting mode, cost is significantly reduced, and then be more convenient wallboard installation, quality is more controllable, and structure is safer, warp
Ji is practical.
Brief description of the drawings
Fig. 1 is the structure principle chart of the utility model one embodiment；
Fig. 2 is Fig. 1 upward view；
Fig. 3 is a kind of structural representation of Grouting Pipe of the utility model；
Fig. 4 is the structural representation of the utility model another kind Grouting Pipe；
Fig. 5 is a kind of schematic diagram of embodiment of sleeve filling system of the present utility model；
Fig. 6 is the schematic diagram of sleeve filling system another kind embodiment of the present utility model.
Embodiment
Describe the utility model in detail below with reference to accompanying drawing and in conjunction with the embodiments.It should be noted that do not conflicting
In the case of, the feature in embodiment and embodiment in the utility model can be mutually combined.For sake of convenience, hereinafter such as
There are " on ", " under ", "left", "right" printed words, only represent that the upper and lower, left and right direction with accompanying drawing in itself is consistent, not to structure
Play restriction effect.
One kind set box structure, as illustrated in fig. 1 and 2, including the casing 10 that lower surface is opening 13, it is provided with and passes through on casing top
The slip casting pore 11 of the logical left and right sides wall of casing 10, it is provided with two in the top wall surface of casing 10 and is used for through 12 muscle holes of reinforcing bar,
During installation, at least part bottom of prefabricated panel 1 goes out muscle through the muscle hole 12 at the top of casing 10 and stretches into the casing 10
It is interior, thus, grout sleeve can be replaced for two by a set box structure.
In order to improve the bonding strength of casing and anticreep performance, the madial wall of the casing 10 is provided with disconnecting prevention structure.It is excellent
Selection of land, the disconnecting prevention structure are groove or projection 14, more preferably dentation, can increase adhesion.
A kind of casing filling system, as it can be seen in figures 5 and 6, it includes Grouting Pipe 20 as shown in Figure 4 and multiple described sets
Box structure, the Grouting Pipe 20 is through multiple described slip casting pores 11 for covering box structures, and the Grouting Pipe 20 is at least each
Position in casing 10 is provided with injected hole 21.
As shown in figure 3, the Grouting Pipe（The form according to bar spacing, at regular intervals perforate can also be used）Instead of
Some sleeve Grouting Pipes, simplify plant produced burying work beforehand and live slip casting and closure work（Sleeve slip casting pore needs scene
Each is individually blocked, and slip casting of the present utility model need to only block one end of Grouting Pipe）；Grouting Pipe is built in prefabricated components
Portion, wallboard front have an injected hole, and surface is more totally attractive in appearance.
For the ease of understanding slip casting state, one end closing of the Grouting Pipe 20.Grouting Pipe can be blocked using plug
End, one end of Grouting Pipe can also be designed as blind end.
As shown in figure 4, optionally, it is provided with the tube wall of the Grouting Pipe 20 for substituting each injected hole 21
Slip casting groove 22, the slip casting groove 22 along Grouting Pipe 20 length direction extension, and between two neighboring casing 10 be provided with envelope
Block up this section of slip casting groove plugging structure.Can reduce processing cost by opening slip casting groove, but need two neighboring casing 10 it
Between be provided with block the section blocked, to realize the effect of injected hole.
As shown in figure 5, the set box structure is embedded in the bottom of prefabricated panel 1, the bottom of prefabricated panel 1 goes out muscle and passes through institute
State the muscle hole 12 at the top of casing 10 and stretch into the casing 10.The opening 13 of the casing 10 is towards floor 2, and the floor
The top that 2 top goes out muscle and/or next layer of prefabricated panel 3 goes out muscle 5 and stretched into the casing 10.
As shown in figure 5, being together in series between multiple casings by Grouting Pipe, the filling system of a connection is formed, it is pre-buried
In prefabricated panel.During in-site installation, precast shear wall levels vertical reinforcement can connect in casing inside lap：
The first connected mode is：Insert in casing and have to casing about as shown in figure 5, the bottom of prefabricated panel 1 goes out muscle 4
Shu Zuoyong, the position stationary phase of casing is to more convenient.
Second of connected mode be：" outside one in one " overlaps connection, no-reinforcing-bar in casing, and the insertion of reinforcing bar device to hole is more during installation
Easily and fast, during installation, the top of lower floor's prefabricated panel 3 goes out the casing device to hole insertion of muscle 5 and this layer of prefabricated panel 1, completes peace
Dress, treat that wallboard injects each by oblong openings Grouting Pipe slip casting, slurry after the completion of fixing by the side openings of Grouting Pipe
Casing, when having slurry spilling at grouting port, slip casting terminates, and grouting port is blocked.
The utility model replaces some sleeve Grouting Pipes by Grouting Pipe, simplifies plant produced burying work beforehand and live slip casting
And closure work, sleeve slip casting pore needs each individually to block, and slip casting of the present utility model need to only block oval opening
One end of Grouting Pipe.
The utility model uses casing, and the required precision of in-site installation device to hole is high without sleeve, and sleeve bottom only has one small
Hole, slightly deviation, it is possible on not；And casing bottom space is very big, reinforcing bar is not required to too high, fast and easy to hole precision, existing
Field installation device to hole is easy to operate, improves installation effectiveness.
Grouting Pipe of the present utility model is built in component inside, and wallboard front have an injected hole, and surface is more totally attractive in appearance.Note
The A/F 15-20mm of stock tank, depending on the specific visual grout material material of width）5. wallboard from installation to the end, scene
Neat and tidy, meet the requirement of high standard civilized construction.
The production stage of the prefabricated panel of two structure type
The first structure type：Vertical connection reinforcing bar inserts casing by casing upper end circular hole；By oval opening Grouting Pipe side
Face opening and both ends are sealed with adhesive tape, are then inserted by big case side circular hole, are sequentially connected in series each casing, then by wallboard transverse direction steel
Muscle forms bar-mat reinforcement with vertical reinforcement and casing colligation；Bar-mat reinforcement is placed in die station, after wallboard mould is assembled well, with reference to wall
Plate bed die, adjustment casing to design attitude, finally adjust Grouting Pipe opening direction（Note：Grouting Pipe opening edge should be towards dry wall
Plate bottom）；Finally pour wallboard；To the end of prefabricated panel conserves, after form removal, it will be noted from casing bottom with blade or related tool
The opening adhesive tape of slurry pipe side scratches successively, so as to follow-up slip casting.
Second of structure type：First according to component drawing colligation reinforcing steel bars of wallboards net；Bar-mat reinforcement is placed in die station, assembled mould
Tool（First three side moulds of assembly, are filled after staying one piece of side form）；Casing is positioned over design attitude；Oval opening Grouting Pipe side is opened
Mouth and both ends are sealed with adhesive tape, are then inserted by bar-mat reinforcement side, are sequentially connected in series each casing；Last block side mould is spelled
After installing, casing is adjusted to design attitude with reference to wallboard bed die, finally adjusts Grouting Pipe opening direction（Note：Grouting Pipe opening edge
Should be towards prefabricated panel bottom）；Finally pour wallboard；To the end of prefabricated panel conserves, after form removal, with blade or related tool from
Casing bottom scratches the opening adhesive tape of Grouting Pipe side successively, so as to follow-up slip casting.
The installation steps of prefabricated panel are as follows：
First pass through casing and flooring goes out muscle location and installation wallboard；Treat that wall-panels supports installation is fixed and related preparation is ready
Cementer work is carried out afterwards；The adhesive tape of Grouting Pipe wherein one end is disposed, and thus end starts slip casting；Treat slurries by grouting port stream
When going out, stop slip casting, and block grouting port, slip casting is completed.
The content that above-described embodiment illustrates should be understood to that these embodiments are only used for being illustrated more clearly that the utility model,
Rather than limitation the scope of the utility model, after the utility model has been read, those skilled in the art are new to this practicality
The modification of the various equivalent form of values of type each falls within the application appended claims limited range.
Claims (10)
1. one kind set box structure, it is characterised in that including casing（10）, the casing（10）Lower end be opening（13）；The case
Body（10）It is provided with the slip casting pore through left and right sides wall（11）.
2. set box structure according to claim 1, it is characterised in that the casing（10）Madial wall be provided with anticreep knot
Structure.
3. set box structure according to claim 2, it is characterised in that the disconnecting prevention structure is groove or projection（14）.
4. the set box structure according to any one of claim 1-3, it is characterised in that the casing（10）Top be provided with
Muscle hole（12）.
5. the set box structure according to any one of claim 1-3, it is characterised in that the slip casting pore（11）It is arranged on
Casing（10）Top.
6. a kind of casing filling system, it is characterised in that including Grouting Pipe（20）With multiple such as any one of claim 1-5 institutes
The set box structure stated, the Grouting Pipe（20）Through the slip casting pore of multiple described set box structures（11）, and the Grouting Pipe
（20）At least in each casing（10）Interior position is provided with injected hole（21）.
7. casing filling system according to claim 6, it is characterised in that the Grouting Pipe（20）One end closing.
8. the casing filling system according to claim 6 or 7, it is characterised in that the Grouting Pipe（20）Tube wall on open
Have for substituting each injected hole（21）Slip casting groove（22）, the slip casting groove（22）Along Grouting Pipe（20）Length direction extension,
And in two neighboring casing（10）Between be provided with closure this section of slip casting groove（22）Plugging structure.
9. the casing filling system according to claim 6 or 7, it is characterised in that the set box structure is embedded in dry wall
Plate（1）Bottom, and casing（10）Opening（13）With the prefabricated panel（1）Bottom face connection.
10. the casing filling system according to claim 6 or 7, it is characterised in that the casing（10）Opening（13）Court
To floor（2）, and the floor（2）Top go out muscle and/or next layer of prefabricated panel（3）Top go out muscle and stretch into the casing
（10）It is interior.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720415576.3U CN206681198U (en) | 2017-04-20 | 2017-04-20 | One kind set box structure and filling system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720415576.3U CN206681198U (en) | 2017-04-20 | 2017-04-20 | One kind set box structure and filling system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206681198U true CN206681198U (en) | 2017-11-28 |
Family
ID=60403664
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720415576.3U Active CN206681198U (en) | 2017-04-20 | 2017-04-20 | One kind set box structure and filling system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206681198U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779140A (en) * | 2020-07-22 | 2020-10-16 | 青岛中建联合建设工程有限公司 | Building assembled concrete wall and major structure connecting device |
| CN113136983A (en) * | 2021-03-12 | 2021-07-20 | 九易庄宸科技(集团)股份有限公司 | Assembled slip casting wall piece |
| CN113931340A (en) * | 2021-10-09 | 2022-01-14 | 湖南大学设计研究院有限公司 | Assembled semi-embedded external wall panel and building |
-
2017
- 2017-04-20 CN CN201720415576.3U patent/CN206681198U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779140A (en) * | 2020-07-22 | 2020-10-16 | 青岛中建联合建设工程有限公司 | Building assembled concrete wall and major structure connecting device |
| CN113136983A (en) * | 2021-03-12 | 2021-07-20 | 九易庄宸科技(集团)股份有限公司 | Assembled slip casting wall piece |
| CN113931340A (en) * | 2021-10-09 | 2022-01-14 | 湖南大学设计研究院有限公司 | Assembled semi-embedded external wall panel and building |
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