CN217500723U - Prefabricated superimposed sheet piece structure - Google Patents
Prefabricated superimposed sheet piece structure Download PDFInfo
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- CN217500723U CN217500723U CN202221155109.9U CN202221155109U CN217500723U CN 217500723 U CN217500723 U CN 217500723U CN 202221155109 U CN202221155109 U CN 202221155109U CN 217500723 U CN217500723 U CN 217500723U
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- prefabricated
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- superimposed sheet
- prefabricated superimposed
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Abstract
The utility model discloses a prefabricated superimposed sheet piece structure, including a plurality of prefabricated superimposed sheets, adjacent two form the post-cast seam between the prefabricated superimposed sheet, the bottom that prefabricated superimposed sheet is close to post-cast seam one side is equipped with the reserve groove, the inside polymer mortar that is equipped with of reserve groove pastes net cloth, prefabricated superimposed sheet is close to post-cast seam one side and is equipped with T type groove. The utility model discloses in, be provided with prefabricated superimposed sheet, cast-in-place concrete layer has been pour on prefabricated superimposed sheet surface, waters the seam after forming between two adjacent prefabricated superimposed sheets to the adjacent side bottom of prefabricated superimposed sheet is equipped with the reservation recess, and the inside polymer mortar that is equipped with of reservation recess pastes net cloth, thereby can strengthen connecting between the board, reduces the crack. Secondly, the adjacent side of the prefabricated composite slab is provided with a T-shaped groove, and the cast-in-place concrete layer can be riveted with the prefabricated composite slab by entering the interior of the T-shaped groove, so that the connection strength between the two prefabricated composite slabs is enhanced.
Description
Technical Field
The utility model relates to a prefabricated superimposed sheet piece technical field especially relates to a prefabricated superimposed sheet piece structure.
Background
The fabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories (such as floor slabs, wall slabs, stairs, balconies and the like) in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode.
At present a large amount of assembly monolithic buildings, in order to save construction cost, cast-in-place section overlap joint between the coincide board generally, but adopt and be used for cast-in-place section overlap joint between the coincide board to produce the crack in piece department easily, consequently the utility model provides a prefabricated superimposed sheet piece structure.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a splicing structure of prefabricated laminated slabs.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a prefabricated superimposed sheet piece structure, includes a plurality of prefabricated superimposed sheets, adjacent two form the post-cast seam between the prefabricated superimposed sheet, the bottom that prefabricated superimposed sheet is close to post-cast seam one side is equipped with the reservation recess, the inside polymer mortar that is equipped with of reservation recess pastes the net cloth, prefabricated superimposed sheet is close to post-cast seam one side and is equipped with T type groove, and is a plurality of prefabricated superimposed sheet upper surface and post-cast seam inside pouring have cast in situ concrete layer.
Furthermore, prefabricated superimposed sheet is inside to be equipped with a plurality of hu zi reinforcing bars, and in a plurality of hu zi reinforcing bar both ends extended to the post-cast joint seam, can let prefabricated superimposed sheet link together with the cast-in-place concrete layer in the post-cast joint seam through the hu zi reinforcing bar.
Furthermore, a plurality of connecting reinforcement bars are laid on the top ends of the beard reinforcement bars, so that the beard reinforcement bars and the connecting reinforcement bars form a reinforcement bottom net, and the connection between the two prefabricated composite slabs is enhanced.
Furthermore, a plurality of anchoring reinforcing steel bars are jointly arranged inside the prefabricated composite slabs and the cast-in-place concrete layer, and the connection between the prefabricated composite slabs and the cast-in-place concrete layer can be enhanced through the anchoring reinforcing steel bars.
Furthermore, a plurality of transverse steel bars are connected between every two adjacent anchoring steel bars, and a longitudinal steel bar is connected between the transverse steel bars, so that the self strength of the cast-in-place concrete layer can be enhanced.
Furthermore, it is a plurality of prefabricated superimposed sheet and cast-in-place concrete layer are inside to be equipped with jointly to draw the reinforcing bar to one side for draw the reinforcing bar to one side and can extend the anchor in the cast-in-place concrete layer from prefabricated superimposed sheet bottom.
Furthermore, the cast-in-place concrete layer is filled in the T-shaped groove, the connection between the prefabricated composite slab and the cast-in-place concrete layer is further increased, and cracks are avoided.
The utility model has the advantages that:
the utility model discloses when using, through setting up prefabricated superimposed sheet, cast-in-place concrete layer has been pour on prefabricated superimposed sheet surface, forms the post-cast joint seam between two adjacent prefabricated superimposed sheets to the adjacent side bottom of prefabricated superimposed sheet is equipped with the reservation recess, and the inside polymer mortar that is equipped with of reservation recess pastes net cloth, thereby can strengthen connecting between the board, reduces the crack. Secondly, the adjacent side of the prefabricated composite slab is provided with a T-shaped groove, and the cast-in-place concrete layer can be riveted with the prefabricated composite slab by entering the interior of the T-shaped groove, so that the connection strength between the two prefabricated composite slabs is enhanced.
Drawings
FIG. 1 is a schematic view of the finished butt joint of the prefabricated composite slab of the present invention;
FIG. 2 is the utility model discloses a prefabricated superimposed sheet is not processed and is accomplished the piece schematic diagram.
Illustration of the drawings:
1. prefabricating a laminated slab; 2. post-pouring a seam; 3. reserving a groove; 4. adhering polymer mortar to the mesh cloth; 5. a T-shaped groove; 6. a concrete layer is cast in place; 7. beard reinforcing steel bars; 8. connecting reinforcing steel bars; 9. anchoring the reinforcing steel bars; 10. transverse reinforcing steel bars; 11. longitudinal reinforcing steel bars; 12. and (5) diagonal drawing of the steel bars.
Detailed Description
As shown in fig. 1, relate to a prefabricated superimposed sheet piece structure, including a plurality of prefabricated superimposed sheets 1, form post-cast joint seam 2 between two adjacent prefabricated superimposed sheets 1, the bottom that prefabricated superimposed sheet 1 is close to post-cast joint seam 2 one side is equipped with reserve groove 3, reserve groove 3 inside is equipped with polymer mortar and pastes net cloth 4, prefabricated superimposed sheet 1 is close to post-cast joint seam 2 one side and is equipped with T type groove 5, a plurality of prefabricated superimposed sheets 1 upper surface and post-cast joint seam 2 inside cast have cast-in-place concrete layer 6. A plurality of beard reinforcing steel bars 7 are arranged inside the prefabricated composite slab 1, and two ends of the plurality of beard reinforcing steel bars 7 extend into the post-cast joint 2. A plurality of connecting steel bars 8 are laid on the top ends of the plurality of beard steel bars 7. A plurality of anchoring steel bars 9 are arranged inside the plurality of prefabricated composite slabs 1 and the cast-in-place concrete layer 6 together. A plurality of transverse reinforcing steel bars 10 are connected between every two adjacent anchoring reinforcing steel bars 9, and longitudinal reinforcing steel bars 11 are connected between the transverse reinforcing steel bars 10. The cast-in-place concrete layer 6 is filled in the T-shaped groove 5.
As shown in fig. 2, diagonal draw steel bars 12 are arranged inside the prefabricated composite slabs 1 and the cast-in-place concrete layer 6.
When in use: aiming at the prefabricated composite slab 1 which is processed, a reserved groove 3 with the thickness of 150mmX3mm is reserved at the bottom of each side, close to the post-cast joint 2, of each of the two prefabricated composite slabs 1, then a polymer mortar adhesive mesh cloth 4 is placed in the reserved groove 3, the connection of the two adjacent prefabricated composite slabs 1 can be enhanced, then a cast-in-place concrete layer 6 is poured in the prefabricated composite slab 1 and the post-cast joint 2, and the cast-in-place concrete layer 6 can be filled into the T-shaped groove 5, so that the two adjacent prefabricated composite slabs 1 and the cast-in-place concrete layer 6 are connected more firmly. If the prefabricated composite slab is not processed, diagonal draw steel bars 12 are placed in the post-cast joint 2 before the cast-in-place concrete layer 6 is poured, and then the cast-in-place concrete layer 6 is poured.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (7)
1. The utility model provides a prefabricated superimposed sheet piece structure, includes a plurality of prefabricated superimposed sheets (1), its characterized in that: adjacent two watering seam (2) after forming between prefabricated superimposed sheet (1), prefabricated superimposed sheet (1) is close to the bottom of watering seam (2) one side after and is equipped with reserved groove (3), reserved groove (3) inside is equipped with polymer mortar and pastes net cloth (4), prefabricated superimposed sheet (1) is close to watering seam (2) one side after and is equipped with T type groove (5), and is a plurality of prefabricated superimposed sheet (1) upper surface and watering seam (2) internal pouring have cast in situ concrete layer (6) after with.
2. A prefabricated composite slab joint construction as claimed in claim 1, wherein: prefabricated superimposed sheet (1) is inside to be equipped with a plurality of hu zi reinforcing bar (7), and a plurality of hu zi reinforcing bar (7) both ends extend to in post-cast joint seam (2).
3. A prefabricated composite slab joint construction as claimed in claim 2, wherein: a plurality of connecting steel bars (8) are laid at the top ends of the plurality of beard steel bars (7).
4. A prefabricated composite slab joint construction as claimed in claim 1, wherein: and a plurality of anchoring reinforcing steel bars (9) are arranged inside the prefabricated composite slabs (1) and the cast-in-place concrete layer (6) together.
5. The prefabricated composite slab splicing structure according to claim 4, wherein: a plurality of transverse reinforcing steel bars (10) are connected between every two adjacent anchoring reinforcing steel bars (9), and a plurality of longitudinal reinforcing steel bars (11) are connected between the transverse reinforcing steel bars (10).
6. The prefabricated composite slab joint construction as claimed in claim 5, wherein: and diagonal draw steel bars (12) are arranged inside the prefabricated composite slabs (1) and the cast-in-place concrete layer (6) together.
7. A prefabricated composite slab joint construction as claimed in claim 1, wherein: the cast-in-place concrete layer (6) is filled in the T-shaped groove (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221155109.9U CN217500723U (en) | 2022-05-15 | 2022-05-15 | Prefabricated superimposed sheet piece structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221155109.9U CN217500723U (en) | 2022-05-15 | 2022-05-15 | Prefabricated superimposed sheet piece structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217500723U true CN217500723U (en) | 2022-09-27 |
Family
ID=83354637
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221155109.9U Active CN217500723U (en) | 2022-05-15 | 2022-05-15 | Prefabricated superimposed sheet piece structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217500723U (en) |
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2022
- 2022-05-15 CN CN202221155109.9U patent/CN217500723U/en active Active
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| GR01 | Patent grant | ||
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| CP01 | Change in the name or title of a patent holder |
Address after: 266000 Decai building, building a 5, No. 1 Haier Road, Laoshan District, Qingdao, Shandong Province Patentee after: Qingdao Zhongfang Architectural Design Institute Co.,Ltd. Address before: 266000 Decai building, building a 5, No. 1 Haier Road, Laoshan District, Qingdao, Shandong Province Patentee before: Qingdao Zhongfang Architectural Design Institute Co.,Ltd. |