CN206873684U - The vertical connection structure of prefabricated windows wall - Google Patents
The vertical connection structure of prefabricated windows wall Download PDFInfo
- Publication number
- CN206873684U CN206873684U CN201720736114.1U CN201720736114U CN206873684U CN 206873684 U CN206873684 U CN 206873684U CN 201720736114 U CN201720736114 U CN 201720736114U CN 206873684 U CN206873684 U CN 206873684U
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- China
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- grout sleeve
- cast
- prefabricated windows
- wall
- vertical connection
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Abstract
The utility model discloses a kind of vertical connection structure of prefabricated windows wall, the prefabricated windows wall is installed on cast-in-situ concrete beam, the bottom of prefabricated windows wall is provided with grout sleeve, grout sleeve is provided with the injected hole positioned at grout sleeve bottom, the slurry outlet positioned at grout sleeve top, cast-in-situ concrete beam is provided with the reinforcing bar for extending to grout sleeve, grout sleeve is perfused with sleeve grouting material, and the horizontal joint between prefabricated windows wall and cast-in-situ concrete beam is filled with grouting material.The beneficial effects of the utility model are：The vertical connection structure is easy for construction, quick, is effectively guaranteed the installation quality of prefabricated windows wall.
Description
Technical field
Precast concrete construction field is the utility model is related to, more particularly, to a kind of vertical connection of prefabricated windows wall
Structure.
Background technology
Precast concrete is needed after the completion of precast factory is prefabricated, then is transported to scene and installed.It is for example, prefabricated
Window wall precast plant complete prepare after, then need now carry out assembling work, and the form of assembling structure directly determine it is pre-
The assembling quality of window wall processed, how easily and efficiently to carry out the construction of prefabricated windows wall is technology to be solved in the utility model
Problem.
Utility model content
The purpose of this utility model is exactly to solve the above problems, there is provided a kind of vertical connection structure of prefabricated windows wall,
Its is easy for construction, quick.
In order to solve the above technical problems, embodiment of the present utility model provides a kind of vertical connection knot of prefabricated windows wall
Structure, the prefabricated windows wall are installed on cast-in-situ concrete beam, and the bottom of prefabricated windows wall is provided with grout sleeve, and grout sleeve is provided with
Injected hole positioned at grout sleeve bottom, the slurry outlet positioned at grout sleeve top, cast-in-situ concrete beam, which is provided with, extends to filling
The reinforcing bar of sleeve is starched, grout sleeve is perfused with sleeve grouting material, the horizontal joint filling between prefabricated windows wall and cast-in-situ concrete beam
There is grouting material.
Further, cast-in-situ concrete beam extend to grout sleeve reinforcing bar it is L-shaped.
Further, grouting material is built-in with carbon fiber wire.
Further, cast-in-situ concrete beam extends to the rebar surface of grout sleeve and is provided with the barb structure being in tilted layout.
The utility model has the advantages that：The vertical connection structure is easy for construction, quick, is effectively guaranteed pre-
The installation quality of window wall processed.
Brief description of the drawings
Fig. 1 is the vertical connection structure schematic diagram of prefabricated windows wall.
Embodiment
In order that technological means, creation characteristic, reached purpose and effect that the utility model is realized are easy to understand, under
In conjunction with specific embodiments, the utility model is expanded on further in face.
As shown in figure 1, a kind of vertical connection structure of prefabricated windows wall, the prefabricated windows wall 1 are installed on cast-in-situ concrete beam 2
On, the bottom of prefabricated windows wall is provided with grout sleeve 3, and grout sleeve is provided with the injected hole 3a positioned at grout sleeve bottom, position
Slurry outlet 3b in grout sleeve top, the diameter of slurry outlet are less than the diameter of injected hole, and cast-in-situ concrete beam is provided with extension
To the reinforcing bar 4 of grout sleeve, grout sleeve is perfused with sleeve grouting material, the horizontal joint between prefabricated windows wall and cast-in-situ concrete beam
Filled with grouting material 5, inserts can be concrete mortar, and grouting material can built-in carbon fiber wire.
It will be seen from figure 1 that the reinforcing bar that cast-in-situ concrete beam extends to grout sleeve is L-shaped, L-shaped reinforcing bar can be effective
Structural stability between reinforced concrete-bar and cast-in-situ concrete beam.
In addition, horizontal joint is provided with mortar closure material Z1 close to indoor one end, specifically, the horizontal joint is from indoor side
It is disposed with towards outdoor side：Mortar closure material Z1, grouting material 5, adhesive tape Z3, cavity Z4, circular PE rods Z5, weather-resistant glue
Z6。
Certainly, cast-in-situ concrete beam extends to the rebar surface of grout sleeve and is provided with the barb structure being in tilted layout, should
Barb structure can avoid reinforcing bar to be reversed the possibility of pull-out to greatest extent.Barb structure can be distributed across rebar surface
Metal barb, and metal barb can be in umbrella-shaped structure around reinforcing bar annular spread.
It will be understood by those skilled in the art that the respective embodiments described above are to realize specific implementation of the present utility model
Example, and in actual applications, can to it, various changes can be made in the form and details, without departing from spirit of the present utility model
And scope.
Claims (3)
1. a kind of vertical connection structure of prefabricated windows wall, the prefabricated windows wall are installed on cast-in-situ concrete beam, it is characterised in that institute
The bottom for stating prefabricated windows wall is provided with grout sleeve, and the grout sleeve is provided with the injected hole positioned at grout sleeve bottom, position
Slurry outlet in grout sleeve top, the cast-in-situ concrete beam are provided with the reinforcing bar for extending to grout sleeve, the grouting set
Cylinder is perfused with sleeve grouting material, and the horizontal joint between the prefabricated windows wall and cast-in-situ concrete beam is filled with grouting material, the filling
Carbon fiber wire is provided with slurry.
2. the vertical connection structure of prefabricated windows wall according to claim 1, it is characterised in that the cast-in-situ concrete beam prolongs
The reinforcing bar for extending grout sleeve is L-shaped.
3. the vertical connection structure of prefabricated windows wall according to claim 1 or 2, it is characterised in that the cast-in-place concrete
The rebar surface that beam extends to grout sleeve is provided with the barb structure being in tilted layout.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720736114.1U CN206873684U (en) | 2017-06-22 | 2017-06-22 | The vertical connection structure of prefabricated windows wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720736114.1U CN206873684U (en) | 2017-06-22 | 2017-06-22 | The vertical connection structure of prefabricated windows wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206873684U true CN206873684U (en) | 2018-01-12 |
Family
ID=61334061
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720736114.1U Active CN206873684U (en) | 2017-06-22 | 2017-06-22 | The vertical connection structure of prefabricated windows wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206873684U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155764A (en) * | 2020-01-20 | 2020-05-15 | 中建七局第一建筑有限公司 | Monitoring method for concrete pouring compactness communicating pipe of assembled ring rib buckling system |
-
2017
- 2017-06-22 CN CN201720736114.1U patent/CN206873684U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155764A (en) * | 2020-01-20 | 2020-05-15 | 中建七局第一建筑有限公司 | Monitoring method for concrete pouring compactness communicating pipe of assembled ring rib buckling system |
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