CN213087166U - Assembled T-shaped plate floor end connecting node structure - Google Patents
Assembled T-shaped plate floor end connecting node structure Download PDFInfo
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- CN213087166U CN213087166U CN202021854703.8U CN202021854703U CN213087166U CN 213087166 U CN213087166 U CN 213087166U CN 202021854703 U CN202021854703 U CN 202021854703U CN 213087166 U CN213087166 U CN 213087166U
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Abstract
The utility model provides an assembled T-shaped plate floor end connecting node structure, which comprises a bearing platform, a T-shaped plate, a preset steel plate, a rubber pad, a reinforced main rib, a reinforced auxiliary rib, a connected main rib, a connected auxiliary rib and a sealing assembly; the bearing platform comprises a support with a rectangular cross section at the bottom and an edge beam poured on the support, a through long groove is formed between the inner side surface of the edge beam and the top surface of the support, and a preset steel plate is embedded in the position, corresponding to the groove, on the top surface of the support; be provided with in the clearance top between boundary beam and the T template along the seal assembly that the clearance leads to the length setting, the parallel T template board rib direction of T template and boundary beam juncture position department evenly is provided with the main muscle of enhancement, evenly be provided with the vice muscle of enhancement of perpendicular T template board rib direction on the adjacent main muscle of enhancement, T template top is provided with the main muscle of connection, be connected perpendicularly between adjacent main muscle of connection and the vice muscle of connection and form the reinforcing bar rack, the reinforcing bar rack extends and covers the boundary beam top, pour the concrete layer of watering after on the reinforcing bar rack and cover.
Description
Technical Field
The utility model relates to an assembly type structure field especially relates to an assembled T template floor end connection node 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. Among the prior art, when T template floor tip and boundary beam are connected, generally directly adopt cement mortar cooperation monolithic concreting to connect in concatenation department, the joint strength of concatenation department is relatively poor, leads to here floor fracture phenomenon to appear easily, consequently, needs an assembled T template floor end connection node structure to be used for solving above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect and not enough, provide an assembled T template floor end connection node structure, adopt the utility model discloses a structure, T template tip overlap joint have the rubber pad and predetermine the steel sheet on the recess of support top surface, and stability is good, is equipped with at concatenation department and strengthens main muscle, strengthens vice muscle and increase joint strength, and the cooperation has main muscle of connection, connects vice muscle and waters the concrete layer after and, and the joint strength of concatenation department is high, and the phenomenon of ftractureing appears in reducible junction floor, and the construction is handled well.
In order to achieve the above object, the utility model adopts the following technical scheme: a floor end connecting node structure of an assembled T-shaped plate comprises a bearing platform, the T-shaped plate, a preset steel plate, a rubber pad, a main reinforcing rib, an auxiliary reinforcing rib, a main connecting rib, an auxiliary connecting rib and a sealing assembly; the bearing platform comprises a support with a rectangular cross section at the bottom and an edge beam poured on the support, the support and the edge beam are both of reinforced concrete structures, a reinforcing mesh cage is arranged in the support, the outer side surface of the edge beam is flush with the outer side surface of the support, a full-length groove is formed between the inner side surface of the edge beam and the top surface of the support, a preset steel plate is pre-embedded in the position, corresponding to the groove, of the top surface of the support, and the preset steel plate is arranged along the full length of the groove; the T-shaped plate is of a T-shaped assembly type reinforced concrete prefabricated structure, the end part of the T-shaped plate is lapped on a groove in the top surface of the support, and a rubber pad with the length of 20mm is arranged between the T-shaped plate and a preset steel plate; the top surface of the edge beam is built into a rough surface, a sealing component arranged along the full length of the gap is arranged above the gap between the edge beam and the T-shaped plate, this seal assembly is including setting up the building sealing glue layer in the foam stick and the foam stick top of below, the parallel T template board rib direction of T template and boundary beam juncture position department evenly is provided with the main muscle of enhancement, interval between the main muscle of enhancement is 200mm, the diameter 8mm of the main muscle of enhancement, the main muscle of enhancement is 120mm at clearance both sides lapped width at least, evenly be provided with the vice muscle of enhancement of perpendicular T template board rib direction on the adjacent main muscle of enhancement, interval between the vice muscle of enhancement is 200mm, the diameter of strengthening the vice muscle is 6mm, T template top is provided with the main muscle of connection, form the reinforcing bar rack between adjacent main muscle of connection and the vice muscle of connection perpendicularly connected, the reinforcing bar rack extends and covers the boundary beam top, pour the post-cast concrete layer on the reinforcing bar rack and cover.
Preferably, the post-cast concrete layer is a C30 concrete layer with the thickness of 60 mm.
Preferably, the diameter of the main connecting ribs is 8mm, the diameter of the auxiliary connecting ribs is 6mm, the distance between adjacent main connecting ribs is 200mm, and the distance between adjacent auxiliary connecting ribs is 200 mm.
The utility model has the advantages that: adopt the utility model discloses a structure, T template tip overlap joint has the rubber pad and predetermines the steel sheet on the recess of support top surface, and stability is good, is equipped with in concatenation department and strengthens main muscle, strengthens vice muscle and increase joint strength, and the cooperation has main muscle of connection, connects vice muscle and post-cast concrete layer, and the joint strength of concatenation department is high, and the phenomenon of ftractureing appears in reducible junction floor, and the construction is handled well.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention.
Fig. 1 is a schematic structural diagram of a connecting node of the floor end of an assembled T-shaped plate.
Wherein: the steel bar net cage comprises a bearing platform 1, a T-shaped plate 2, a preset steel plate 3, a rubber pad 4, a main reinforcing rib 5, an auxiliary reinforcing rib 6, a main connecting rib 7, an auxiliary connecting rib 8, a post-cast concrete layer 9, a sealing assembly 10, a support 1-1, a side beam 1-2, a groove 1-3 and a steel bar net cage 1-4.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in the figure, the assembled T-shaped plate floor end connecting node structure comprises a bearing platform 1, a T-shaped plate 2, a preset steel plate 3, a rubber pad 4, a main reinforcing rib 5, an auxiliary reinforcing rib 6, a main connecting rib 7, an auxiliary connecting rib 8 and a sealing assembly 10; the bearing platform 1 comprises a support 1-1 with a rectangular cross section at the bottom and an edge beam 1-2 poured on the support 1-1, the support 1-1 and the edge beam 1-2 are both of a reinforced concrete structure, a reinforced mesh cage 1-4 is arranged in the support 1-1, the outer side surface of the edge beam 1-2 is flush with the outer side surface of the support 1-1, a through long groove 1-3 is formed between the inner side surface of the edge beam 1-2 and the top surface of the support 1-1, a preset steel plate 3 is embedded in the position, corresponding to the groove 1-3, on the top surface of the support 1-1, and the preset steel plate 3 is arranged along the through length of the groove 1-3; the T-shaped plate 2 is of a T-shaped assembly type reinforced concrete prefabricated structure, the end part of the T-shaped plate 2 is lapped on a groove 1-3 on the top surface of the support 1-1, and a rubber pad 4 with the full length of 20mm is arranged between the T-shaped plate 2 and the preset steel plate 3; the top surface of the edge beam 1-2 is constructed into a rough surface, a sealing assembly 10 arranged along the length of the gap is arranged above the gap between the edge beam 1-2 and the T-shaped plate 1, the sealing assembly 10 comprises a foam rod arranged below and a building sealing adhesive layer arranged above the foam rod, reinforced main ribs 5 are uniformly arranged at the junction position of the T-shaped plate 1 and the edge beam 1-2 in the direction parallel to the plate rib direction of the T-shaped plate 1, the distance between the reinforced main ribs 5 is 200mm, the diameter of each reinforced main rib 5 is 8mm, the lap joint width of the reinforced main ribs 5 at the two sides of the gap is at least 120mm, reinforced auxiliary ribs 6 vertical to the rib direction of the T-shaped plate 2 are uniformly arranged on the adjacent reinforced main ribs 5, the distance between the reinforced auxiliary ribs 6 is 200mm, the diameter of each reinforced auxiliary rib 6 is 6mm, a connecting main rib 7 is arranged above the T-shaped plate 2, and the adjacent connecting main ribs 7 and the connecting auxiliary ribs 8 are vertically, the reinforcing steel bar net rack extends to cover the tops of the side beams 1-2, and a post-cast concrete layer 9 is poured on the reinforcing steel bar net rack to cover the reinforcing steel bar net rack.
In specific implementation, the post-cast concrete layer 9 is a C30 concrete layer with the thickness of 60 mm.
During specific implementation, the diameter of the main connecting ribs 7 is 8mm, the diameter of the auxiliary connecting ribs 8 is 6mm, the distance between the adjacent main connecting ribs 7 is 200mm, and the distance between the adjacent auxiliary connecting ribs 8 is 200 mm.
Claims (3)
1. The utility model provides an assembled T template floor end connection node structure which characterized in that: the device comprises a bearing platform, a T-shaped plate, a preset steel plate, a rubber pad, a main reinforcing rib, an auxiliary reinforcing rib, a main connecting rib, an auxiliary connecting rib and a sealing assembly; the bearing platform comprises a support with a rectangular cross section at the bottom and an edge beam poured on the support, the support and the edge beam are both of reinforced concrete structures, a reinforcing mesh cage is arranged in the support, the outer side surface of the edge beam is flush with the outer side surface of the support, a full-length groove is formed between the inner side surface of the edge beam and the top surface of the support, a preset steel plate is pre-embedded in the position, corresponding to the groove, of the top surface of the support, and the preset steel plate is arranged along the full length of the groove; the T-shaped plate is of a T-shaped assembly type reinforced concrete prefabricated structure, the end part of the T-shaped plate is lapped on a groove in the top surface of the support, and a rubber pad with the length of 20mm is arranged between the T-shaped plate and a preset steel plate; the top surface of the edge beam is built into a rough surface, a sealing component arranged along the full length of the gap is arranged above the gap between the edge beam and the T-shaped plate, this seal assembly is including setting up the building sealing glue layer in the foam stick and the foam stick top of below, the parallel T template board rib direction of T template and boundary beam juncture position department evenly is provided with the main muscle of enhancement, interval between the main muscle of enhancement is 200mm, the diameter 8mm of the main muscle of enhancement, the main muscle of enhancement is 120mm at clearance both sides lapped width at least, evenly be provided with the vice muscle of enhancement of perpendicular T template board rib direction on the adjacent main muscle of enhancement, interval between the vice muscle of enhancement is 200mm, the diameter of strengthening the vice muscle is 6mm, T template top is provided with the main muscle of connection, form the reinforcing bar rack between adjacent main muscle of connection and the vice muscle of connection perpendicularly connected, the reinforcing bar rack extends and covers the boundary beam top, pour the post-cast concrete layer on the reinforcing bar rack and cover.
2. The assembled T-shaped floor end connection node structure of claim 1, wherein: the post-cast concrete layer is a C30 concrete layer with the thickness of 60 mm.
3. The assembled T-shaped floor end connection node structure of claim 1, wherein: the diameter of connecting the main muscle 8mm, the diameter of connecting vice muscle is 6mm, and the interval between the adjacent main muscle of connecting is 200mm, and the interval between the adjacent vice muscle of connecting is 200 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021854703.8U CN213087166U (en) | 2020-08-28 | 2020-08-28 | Assembled T-shaped plate floor end connecting node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021854703.8U CN213087166U (en) | 2020-08-28 | 2020-08-28 | Assembled T-shaped plate floor end connecting node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213087166U true CN213087166U (en) | 2021-04-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021854703.8U Active CN213087166U (en) | 2020-08-28 | 2020-08-28 | Assembled T-shaped plate floor end connecting node structure |
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| Country | Link |
|---|---|
| CN (1) | CN213087166U (en) |
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- 2020-08-28 CN CN202021854703.8U patent/CN213087166U/en active Active
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Address after: 518200 shengteng science and Technology Industrial Park, west of Jianshe West Road, EBU Town, Shenzhen Shantou Special Cooperation Zone, Guangdong Province Patentee after: Shenzhen Special Economic Zone Construction Engineering Technology Group Shengteng Technology Co.,Ltd. Address before: 518200 shengteng science and Technology Industrial Park, west of Jianshe West Road, EBU Town, Shenzhen Shantou Special Cooperation Zone, Guangdong Province Patentee before: Shenzhen Shenshan special cooperation zone shengteng Technology Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder |