CN208219865U - The package assembly of two coplanar full prefabricated panels - Google Patents
The package assembly of two coplanar full prefabricated panels Download PDFInfo
- Publication number
- CN208219865U CN208219865U CN201820671808.6U CN201820671808U CN208219865U CN 208219865 U CN208219865 U CN 208219865U CN 201820671808 U CN201820671808 U CN 201820671808U CN 208219865 U CN208219865 U CN 208219865U
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- CN
- China
- Prior art keywords
- anchor bolt
- full prefabricated
- prefabricated panel
- steel wire
- wire rope
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model discloses a kind of package assemblies of two coplanar full prefabricated panels, the side edge of its first full prefabricated panel is laid with the first anchor bolt, first anchor bolt is in the part on the outside of the first full prefabricated panel with steel wire rope loop, it is laid at the respective side of second full prefabricated panel and one-to-one second anchor bolt of the first anchor bolt, second anchor bolt is in the part on the outside of the first full prefabricated panel with steel wire rope loop, the steel wire rope loop of first anchor bolt and the second anchor bolt is located at together by a vertical reinforcing bar string, cast-in-place concrete is provided between first full prefabricated panel and the second full prefabricated panel, the steel wire rope loop of each first anchor bolt, the steel wire rope loop and reinforcing bar of each second anchor bolt are in cast-in-place concrete.The first anchor bolt and the second anchor bolt of the satisfactory to both parties prefabricated panel of the utility model can increase the bonding strength between the first full prefabricated panel and the second full prefabricated panel, can reduce the thickness of cast-in-place concrete, and it is small to pour workload, and assembly efficiency is high, time-consuming short.
Description
Technical field
The utility model relates to a kind of package assemblies of two coplanar full prefabricated panels, belong to assembled architecture field.
Background technique
Prefabricated assembled concrete structure, usually by some other Accessory Members such as prefabricated column, beam, plate and precast stair
Composition.Compared with foreign countries, the PC structure type and engineering method in China are started late, and PC rate is lower.Restrict what PC structure was promoted
Key factor is how to guarantee effective node connection type, how by suitable connection type make PC structure closest to
Cast-in-place concrete structure makes PC structure can guarantee that necessary bearing capacity, energy dissipation capacity are the important topics of current structure design.
Precast concrete, English: precast concrete, thus claim PC component, refer in the factory by standardization,
The concrete product of mechanized manner processing.Corresponding tradition cast-in-place concrete needs building-site molding, shows
Field casting and scene maintenance.Precast concrete is widely used in the fields such as building, traffic, water conservancy, plays the part of in national economy
Drill important role.
Compared with cast-in-place concrete, the precast concrete of the factorial production has many advantages:
Safety: for construction worker, metastable working environment is safely than complicated site operation in factory
Number is higher；
Quality: the quality and technique of building element can be controlled preferably by mechanization production；
Speed: the standardization of preform sizes and characteristic can dramatically speed up installation speed and architectural engineering progress；
Cost: compared with conventional on-site molding, the mold in factory can be used with repetitive cycling, and overall cost is lower；Machine
The demand that tool metaplasia is produced to artificial is less, with the continuous raising of cost of labor, the prefabricated component cost advantage meeting of large-scale production
It is further obvious.
Environment: it is significantly reduced using the construction site field operation amount of prefabricated component, dust pollution, noise pollution are significantly dropped
It is low.
It needs for each component prefabricated in factory to be assembled together in building-site, at present between general each component
Connection is all that bonding assembly is completed by thicker cast-in-place concrete, because the thickness of cast-in-place concrete is larger, pours work
Work amount is big, and assembly efficiency is low, and time-consuming.
Utility model content
The purpose of the utility model is to provide a kind of package assemblies of two coplanar full prefabricated panels, to solve the prior art
In bonding assembly is completed between each prefabricated components by thicker cast-in-place concrete, pour heavy workload, assembly efficiency is low,
The problem of time-consuming.
In order to achieve the goal above, the utility model adopts the following technical solution:
A kind of package assembly of two coplanar full prefabricated panels, including the first full prefabricated panel and the second full prefabricated panel,
The full prefabricated panel of described first and the second full prefabricated panel are coplanar, and the side edge of the first full prefabricated panel is laid with the first anchor
Bolt, the first anchor bolt are in the part on the outside of the first full prefabricated panel with steel wire rope loop, the respective side of the second full prefabricated panel
Place is laid with one-to-one second anchor bolt of the first anchor bolt, and the part that the second anchor bolt is on the outside of the first full prefabricated panel has
The steel wire rope loop of steel wire rope loop, each first anchor bolt and each second anchor bolt is located at together by a vertical reinforcing bar string, and first is complete
Cast-in-place concrete, the steel wire rope loop of each first anchor bolt, each second are provided between prefabricated panel and the second full prefabricated panel
The steel wire rope loop and reinforcing bar of anchor bolt are in cast-in-place concrete.
The end that first anchor bolt is in the first full prefabricated panel is fixedly installed the first transverse bar.
The end that second anchor bolt is in the second full prefabricated panel is fixedly installed the second transverse bar.
First transverse bar is zigzag bar.
Second transverse bar is zigzag bar.
The full prefabricated panel of the first of the utility model and the second full prefabricated panel are respectively arranged with the first anchor bolt in contact position
With the second anchor bolt, the part that the first anchor bolt and the second anchor bolt are in outside all has steel wire rope loop, each first anchor bolt and each
The steel wire rope loop of second anchor bolt is located at together by a vertical reinforcing bar string, and the steel of each first anchor bolt, each second anchor bolt
Cord circle and reinforcing bar are in the cast-in-place concrete being arranged between the first full prefabricated panel and the second full prefabricated panel, the first anchor
Bolt and the second anchor bolt increase the bonding strength between the first full prefabricated panel and the second full prefabricated panel, compared to existing skill
Art can reduce the thickness of cast-in-place concrete, and it is small to pour workload, and assembly efficiency is high, time-consuming short.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model embodiment.
Specific embodiment
A kind of embodiment of the package assembly of two coplanar full prefabricated panels, in Fig. 1, the first full prefabricated panel 1 with
Second full prefabricated panel 2 is coplanar, and the side edge of the first full prefabricated panel 1 is laid with the first anchor bolt 3, and the first anchor bolt 3 is in first
The part in complete 1 outside of prefabricated panel has steel wire rope loop, is laid with and the first anchor bolt at the respective side of the second full prefabricated panel 2
3 one-to-one second anchor bolts 4, the second anchor bolt 4 are in the part on the outside of the first full prefabricated panel with steel wire rope loop, Ge Ge
The steel wire rope loop of one anchor bolt 3 and each second anchor bolt 4 is located at together by a vertical string of reinforcing bar 5, the first full prefabricated panel 1 and the
Cast-in-place concrete, the steel wire rope loop and reinforcing bar of each first anchor bolt 3, each second anchor bolt 4 are provided between two full prefabricated panels 2
5 are in cast-in-place concrete.
End at the first anchor bolt 3 in the first full prefabricated panel is fixedly installed the first transverse bar 6, the first transverse bar
6 be zigzag bar.
End at the second anchor bolt 4 in the second full prefabricated panel 2 is fixedly installed the second transverse bar 7, and second laterally
Bar 7 is zigzag bar.
The main body of anchor bolt in the present embodiment is a steel wire rope loop, that is, is linked to be since steel cable is end to end
Circle, this circle it is a part of prefabricated inside wall, in addition be partially located in wall outer side, and steel wire rope loop connects
It mouthful is in inside wall, in the quoit 8 that two ends that the interface of steel wire rope loop is provided with steel wire rope loop are pressed together,
Quoit 8 is pressed on two ends of steel wire rope loop by way of suppressing deformation and is pressed together two ends.
Above-described embodiment is the detailed description according to Figure of description to the progress of the embodiment of present patent application, at other
Skill in embodiment, if do not need the technical characteristic bring technical effect in dependent claims, in dependent claims
Art feature can also be not provided with.
Claims (5)
1. a kind of package assembly of two coplanar full prefabricated panels, including the first full prefabricated panel and the second full prefabricated panel,
Be characterized in that: the full prefabricated panel of described first and the second full prefabricated panel are coplanar, and the side edge of the first full prefabricated panel is laid
There is the first anchor bolt, the first anchor bolt, which is in the part on the outside of the first full prefabricated panel, has steel wire rope loop, the second full prefabricated panel
It is laid at respective side and is on the outside of the first full prefabricated panel with one-to-one second anchor bolt of the first anchor bolt, the second anchor bolt
Part has steel wire rope loop, and the steel wire rope loop of each first anchor bolt and each second anchor bolt is located at one by a vertical reinforcing bar string
It rises, is provided with cast-in-place concrete between the first full prefabricated panel and the second full prefabricated panel, the steel wire rope loop of each first anchor bolt,
The steel wire rope loop and reinforcing bar of each second anchor bolt are in cast-in-place concrete.
2. the package assembly of two coplanar full prefabricated panels according to claim 1, it is characterised in that: first anchor
The end that bolt is in the first full prefabricated panel is fixedly installed the first transverse bar.
3. the package assembly of two coplanar full prefabricated panels according to claim 2, it is characterised in that: second anchor
The end that bolt is in the second full prefabricated panel is fixedly installed the second transverse bar.
4. the package assembly of two coplanar full prefabricated panels according to claim 2, it is characterised in that: described first is horizontal
It is zigzag bar to bar.
5. the package assembly of two coplanar full prefabricated panels according to claim 3, it is characterised in that: described second is horizontal
It is zigzag bar to bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820671808.6U CN208219865U (en) | 2018-05-08 | 2018-05-08 | The package assembly of two coplanar full prefabricated panels |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820671808.6U CN208219865U (en) | 2018-05-08 | 2018-05-08 | The package assembly of two coplanar full prefabricated panels |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208219865U true CN208219865U (en) | 2018-12-11 |
Family
ID=64510354
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820671808.6U Expired - Fee Related CN208219865U (en) | 2018-05-08 | 2018-05-08 | The package assembly of two coplanar full prefabricated panels |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208219865U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113494125A (en) * | 2020-04-08 | 2021-10-12 | 北京建筑大学 | Prefabricated round hole plate wall shock insulation structure with through-type joint bars and mounting method thereof |
-
2018
- 2018-05-08 CN CN201820671808.6U patent/CN208219865U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113494125A (en) * | 2020-04-08 | 2021-10-12 | 北京建筑大学 | Prefabricated round hole plate wall shock insulation structure with through-type joint bars and mounting method thereof |
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Legal Events
| 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: 20181211 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |