CN211774814U - Installation node structure of steel construction assembled heat preservation integrative outer wall panel - Google Patents
Installation node structure of steel construction assembled heat preservation integrative outer wall panel Download PDFInfo
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- CN211774814U CN211774814U CN202020302140.5U CN202020302140U CN211774814U CN 211774814 U CN211774814 U CN 211774814U CN 202020302140 U CN202020302140 U CN 202020302140U CN 211774814 U CN211774814 U CN 211774814U
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- wallboard
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- top surface
- connecting seat
- heat preservation
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Abstract
The utility model relates to an installation node structure of steel construction assembled heat preservation integrated outer wall-hung wallboard, including the wallboard that the polylith structure of piling up the assembly is the same from top to bottom, the top surface of each wallboard is equipped with the shoulder and the bottom surface is parallel and level, the bottom surface of upper wall board and the top surface butt joint of lower wallboard form embedded standing groove in the shoulder department, the upper edge of connecting seat is connected with the upper wall board, the lower edge of connecting seat is partly taken on the lower wallboard, partly stretches out embedded standing groove and lap joint on the H-shaped girder steel; all be equipped with the frame on the top surface and the bottom surface of every wallboard, all rigid coupling vertical connecting reinforcement on the frame of the bottom surface of last wallboard and on the frame of the top surface of wallboard down, vertical connecting reinforcement and horizontal reinforcing bar rigid coupling cast-in-place floor between last wallboard and wallboard down. After the cast-in-place floor slab, connecting seat, vertical connecting reinforcement and horizontal reinforcing bar are all pre-buried in cast-in-place floor slab, form a whole to produce the embedded effect of encorbelmenting outward, very big reinforcing joint strength, promoted life.
Description
Technical Field
The utility model relates to a concrete wall panel assembly technical field especially relates to the installation node structure of integrative outer wall panel of steel construction assembled heat preservation.
Background
The connection form of current assembled concrete wallboard and H shape girder steel is: the hanging plates are pre-embedded in the upper wall plate and the lower wall plate, the hanging plates of the upper wall plate are fixedly connected with the upper edge of the H-shaped steel beam, the hanging plates of the lower wall plate are fixedly connected with the lower edge of the H-shaped steel beam, the connection firmness of the connection modes is poor, and the engineering quality problem is easy to occur along with the prolonging of the service time.
SUMMERY OF THE UTILITY MODEL
The utility model discloses to prior art's not enough, provide the installation node structure of integrative outer wall panel of steel construction assembled heat preservation.
The utility model is realized by the following technical scheme, the installation node structure of the steel structure assembly type heat preservation integrated externally hung wallboard is provided, the wallboard comprises a plurality of wallboards which are stacked up and down and have the same structure, the top surface of each wallboard is provided with a shoulder, the bottom surfaces of the wallboards are flush, the bottom surface of the upper wallboard is butted with the top surface of the lower wallboard, an embedded placing groove is formed at the shoulder, the upper edge of the connecting seat is connected with the upper wallboard, one part of the lower edge of the connecting seat is lapped on the lower wallboard, one part of the lower edge of the connecting seat extends out of the embedded placing groove and is lapped on an H-shaped steel beam, and the H; all be equipped with the frame on the top surface and the bottom surface of every wallboard, all rigid coupling vertical connecting reinforcement on the frame of the bottom surface of last wallboard and on the frame of the top surface of wallboard down, vertical connecting reinforcement and horizontal reinforcing bar rigid coupling cast-in-place floor between last wallboard and wallboard down, connecting seat, vertical connecting reinforcement and horizontal reinforcing bar are all pre-buried in cast-in-place floor.
Preferably, pre-buried connecting piece in the upper end of every wallboard, pre-buried connecting piece down in the lower extreme of every wallboard, the lower connecting piece of wallboard, the frame of the bottom surface of wallboard and the last edge of connecting seat pass through first bolted connection.
Preferably, a rubber pad is arranged between the frame on the bottom surface of the upper wall plate and the upper edge of the connecting seat, and the first bolt penetrates through the rubber pad.
Preferably, the upper connecting member of the lower wall panel and the frame of the top surface of the lower wall panel are connected by a second bolt.
Preferably, a silicone sealant is filled between the frame of the bottom surface of the upper wallboard and the frame of the top surface of the lower wallboard.
Preferably, the lower edge of the connecting seat is connected with the H-shaped steel beam through a third bolt.
Preferably, a reinforcing mesh and a heat insulation plate are arranged in the wall plate.
The utility model has the advantages that:
1. after the cast-in-place floor slab, connecting seat, vertical connecting reinforcement and horizontal reinforcing bar are all pre-buried in cast-in-place floor slab, form a whole to produce the embedded effect of encorbelmenting outward, very big reinforcing joint strength, promoted life.
2. The design node has connection effect when expanding with heat and contracting with cold and changing with earthquake, thereby achieving the purpose that the engineering quality does not have problems.
Drawings
FIG. 1 is a schematic view of the structure of the connection node between two vertically adjacent wallboards and H-shaped steel beams of the present invention;
FIG. 2 is an enlarged view of a portion A of FIG. 1;
FIG. 3 is a schematic view of the connection relationship between the transverse reinforcing bars and the upper and lower wall plates;
FIG. 4 is a schematic structural view of the utility model after concrete is poured on the ground;
FIG. 5 is an enlarged view of a portion B of FIG. 4;
shown in the figure:
1. the wall mounting plate comprises an upper wall plate, 2, a shoulder, 3, an embedded placing groove, 4, a connecting seat, 5, a lower wall plate, 6, an H-shaped steel beam, 7, a third bolt, 8, a rubber pad, 9, a transverse steel bar, 10, a vertical connecting steel bar, 11, a lower connecting piece, 12, a first bolt, 13, a heat insulation plate, 14, a steel bar net, 15, silicone sealant, 16, an upper connecting piece, 17, a second bolt, 18 and a cast-in-place floor.
Detailed Description
In order to clearly illustrate the technical features of the present solution, the present solution is explained below by way of specific embodiments.
As shown in fig. 1-5, the utility model discloses a pile up the same wallboard of polylith structure of assembly from top to bottom, the top surface of every wallboard is equipped with and leans on shoulder 2 and bottom surface parallel and level, the bottom surface of top wall board 1 and the top surface butt joint of wallboard 5 down and lean on shoulder 2 department to form embedded standing groove 3, the last edge of connecting seat 4 is connected with wallboard 1, partly take on wallboard 5 down along the lower edge of connecting seat 4, partly stretch out embedded standing groove 3 and overlap joint on H shaped steel roof beam 6, H shaped steel roof beam 6 is connected with the support column (not sign in the figure), in this embodiment, the support column can be the concrete column also can be the steel column. All be equipped with the frame on the top surface and the bottom surface of every wallboard, to the frame structure published in application number 201920012961.2, do not describe here further, on the frame of the bottom surface of top wall board 1 and on the frame of the top surface of lower wall board 5 equal rigid coupling vertical connecting bar 10, vertical connecting bar 10 and horizontal reinforcing bar 9 rigid coupling, cast-in-place floor 18 between top wall board 1 and lower wall board 5, connecting seat 4, vertical connecting bar 10 and horizontal reinforcing bar 9 are all pre-buried in cast-in-place floor 18.
In this embodiment, the upper connector 16 is embedded in the upper end of each wall panel, the lower connector 11 is embedded in the lower end of each wall panel, and the lower connector 11 of the upper wall panel 1, the frame of the bottom surface of the upper wall panel 1 and the upper edge of the connecting seat 4 are connected through the first bolt 12. Further, in order to block the cold bridge, a rubber pad 8 is arranged between the frame of the bottom surface of the upper wall plate 1 and the upper edge of the connecting seat 4, and the first bolt 12 penetrates through the rubber pad 8.
In this embodiment, the upper connecting member 16 of the lower wall panel 5 and the rim of the top surface of the lower wall panel 5 are connected by the second bolt 17.
In the present embodiment, the lower edge of the connecting base 4 is connected to the H-shaped steel beam 6 by the third bolt 7.
In this embodiment, the silicone sealant 15 is filled between the frame of the bottom surface of the upper wall panel 1 and the frame of the top surface of the lower wall panel 5, and the silicone sealant 15 can improve the connection strength of the connection.
In this embodiment, the wall plate is of an existing structure, and a mesh reinforcement 14 and an insulation board 13 are arranged in the wall plate.
In this embodiment, in order to further improve the structural strength at the connection node, set up connection steel plate 19 between connecting seat 4 and H shaped steel roof beam 6, connection steel plate 19 and H shaped steel roof beam 6 welding, the lower limb of connecting seat 4, connection steel plate 19 and H shaped steel roof beam 6 pass through third bolt 7 and connect. One end of the connecting steel plate 19 away from the third bolt 7 is connected with the upper connecting piece 16 of the lower wall plate 5 and the frame of the top surface of the lower wall plate 5 through the second bolt 17.
During concrete assembly, H shape girder steel 6 and support column fixed connection earlier, later erection joint seat 4 on H shape girder steel 6 is connected top wall panel 1 and connecting seat 4, and equal rigid coupling vertical connecting reinforcement 10 on the frame of the bottom surface of top wall panel 1 and on the frame of the top surface of lower wall panel 5, with horizontal reinforcing bar 9 and vertical connecting reinforcement 10 rigid coupling, the template of mating formation carries out ground concrete and pours.
Of course, the above description is not limited to the above examples, and technical features of the present invention that are not described in the present application may be implemented by or using the prior art, and are not described herein again; the above embodiments and drawings are only used for illustrating the technical solutions of the present invention and are not intended to limit the present invention, and the present invention has been described in detail with reference to the preferred embodiments, and those skilled in the art should understand that changes, modifications, additions or substitutions made by those skilled in the art within the spirit of the present invention should also belong to the protection scope of the claims of the present invention.
Claims (7)
1. Installation node structure of integrative outer wall panel of steel construction assembled heat preservation, its characterized in that: the wall plate comprises a plurality of wall plates which are stacked up and down and assembled and have the same structure, wherein the top surface of each wall plate is provided with a shoulder, the bottom surfaces of the wall plates are flush, the bottom surface of the upper wall plate is butted with the top surface of the lower wall plate, an embedded placing groove is formed in the position of the shoulder, the upper edge of a connecting seat is connected with the upper wall plate, one part of the lower edge of the connecting seat is lapped on the lower wall plate, one part of the lower edge of the connecting seat extends out of the embedded placing groove and is lapped on an H; all be equipped with the frame on the top surface and the bottom surface of every wallboard, all rigid coupling vertical connecting reinforcement on the frame of the bottom surface of last wallboard and on the frame of the top surface of wallboard down, vertical connecting reinforcement and horizontal reinforcing bar rigid coupling cast-in-place floor between last wallboard and wallboard down, connecting seat, vertical connecting reinforcement and horizontal reinforcing bar are all pre-buried in cast-in-place floor.
2. The installation node structure of the steel structure assembly type heat preservation integrated external hanging wallboard of claim 1, characterized in that: the pre-buried upper junction spare in the upper end of every wallboard, connecting piece under the pre-buried lower junction spare of the lower extreme of every wallboard, the lower junction spare of upper wallboard, the frame of the bottom surface of upper wallboard and the last edge of connecting seat pass through first bolted connection.
3. The installation node structure of the steel structure assembly type heat preservation integrated external hanging wallboard of claim 2, characterized in that: a rubber pad is arranged between the frame on the bottom surface of the upper wall plate and the upper edge of the connecting seat, and the first bolt penetrates through the rubber pad.
4. The installation node structure of the steel structure assembled heat preservation integrated outer wall hanging plate as claimed in claim 3, characterized in that: the upper connecting piece of the lower wallboard is connected with the frame on the top surface of the lower wallboard through a second bolt.
5. The installation node structure of the steel structure assembled heat preservation integrated outer wall hanging plate as claimed in claim 4, characterized in that: and silicone sealant is filled between the frame of the bottom surface of the upper wallboard and the frame of the top surface of the lower wallboard.
6. The installation node structure of the steel structure assembly type heat preservation integrated external hanging wallboard of claim 1, characterized in that: the lower edge of the connecting seat is connected with the H-shaped steel beam through a third bolt.
7. The installation node structure of the steel structure assembly type heat preservation integrated external hanging wallboard of claim 1, characterized in that: the wall board is internally provided with a reinforcing mesh and a heat insulation board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020302140.5U CN211774814U (en) | 2020-03-12 | 2020-03-12 | Installation node structure of steel construction assembled heat preservation integrative outer wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020302140.5U CN211774814U (en) | 2020-03-12 | 2020-03-12 | Installation node structure of steel construction assembled heat preservation integrative outer wall panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211774814U true CN211774814U (en) | 2020-10-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020302140.5U Active CN211774814U (en) | 2020-03-12 | 2020-03-12 | Installation node structure of steel construction assembled heat preservation integrative outer wall panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211774814U (en) |
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2020
- 2020-03-12 CN CN202020302140.5U patent/CN211774814U/en active Active
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