CN212388759U - Assembled superimposed sheet and wall connection structure - Google Patents
Assembled superimposed sheet and wall connection structure Download PDFInfo
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- CN212388759U CN212388759U CN202020156033.6U CN202020156033U CN212388759U CN 212388759 U CN212388759 U CN 212388759U CN 202020156033 U CN202020156033 U CN 202020156033U CN 212388759 U CN212388759 U CN 212388759U
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Abstract
The utility model discloses a connecting structure of an assembled superimposed sheet and a wall, which comprises a post-pouring layer steel bar frame, a heat preservation layer, a superimposed floor bottom plate, a wall body and a supporting plate, the support plate is a right-angle plate formed by welding two rectangular stainless steel plates, the two plates of the support plate are equal in width and different in length, a central groove is formed in the middle of the support plate and is perpendicular to the longer plate, two right-angle triangular plates are welded on the inner sides of the right angles of the support plate, the triangular plates are made of stainless steel, the right angles of the triangular plates are attached to the right angles of the inner sides of the support plate and are perpendicular to the support plate, the inner sides of the support plate are equally divided by the two triangular plates, the integral structure is simple, the supporting plate is fixed on the template base plate and the wall body through the pressing force between the locking nut and the threaded column, the template base plate is tightly attached to the wall body, the top of the support plate is provided with the overlapped floor plate, and the level of the overlapped floor plate can be adjusted by loosening and tightening the locking nut.
Description
Technical Field
The utility model relates to a superimposed sheet and wall connection structure specifically are an assembled superimposed sheet and wall connection structure.
Background
The masonry infilled wall serves as a secondary structure of a building and is reliably connected with a main structure, and the shock resistance of the infilled wall is enhanced. The traditional method for embedding anchor and tie bars is characterized in that tie bars are embedded at one time, 90-degree bent steel bars are embedded in a shear wall in advance, horizontal sections of the bent steel bars are inserted into shear wall concrete, vertical sections of the bent steel bars are embedded in the shear wall concrete and abut against a template, after the template is removed after the concrete is formed, the vertical sections of the bent steel bars are chiseled out of the shear wall concrete, then the vertical sections of the bent steel bars and the tie bars of a filler wall are bound, and finally the filler wall is built.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembled superimposed sheet and wall connection structure to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
a connecting structure of an assembled laminated slab and a wall comprises a post-cast layer steel bar frame, a heat preservation layer, a laminated floor slab, a wall body and a supporting plate, wherein the supporting plate is a right-angle plate formed by welding two rectangular stainless steel plates, the widths of the two plates of the supporting plate are equal, the lengths of the two plates of the supporting plate are different, a central groove is formed in the middle of the supporting plate and is perpendicular to a longer plate, two right-angle triangular plates are welded on the inner sides of the right angles of the supporting plate, the triangular plates are made of stainless steel materials, the right angles of the triangular plates are attached to the right angles of the inner sides of the supporting plate and are perpendicular to the supporting plate, the inner sides of the supporting plate are equally divided by the positions of the two triangular plates, two fixed blocks are welded below the rectangular plates and are made of stainless steel materials, the positions of the two fixed blocks are parallel to each other, the center of the cross bar is provided with a round hole.
As a further aspect of the present invention: the post-pouring layer steel bar frame is of a regular frame-shaped structure bundled by steel bars, the post-pouring layer steel bar frame is fixed on a laminated floor slab, the laminated floor slab is placed at the top of the supporting plate, the post-pouring layer is formed by pouring concrete on the post-pouring layer steel bar frame and filling the upper surface of the post-pouring layer, the heat preservation layer is formed by fixing the heat preservation plate on the side surface of the wall body through an adhesive, and the decorative surface layer is formed by fixedly installing a gypsum board on the surface of the heat preservation layer through the adhesive.
As a further aspect of the present invention: wall body top one side bonds and has the template backing plate, and the template backing plate is cuboid plank and exceeds the wall top, and the longer board outside of backup pad is laminated in template backing plate and top parallel and level, and the fluted drilling of perpendicular to wall body is opened through the horizontal pole round hole of backup pad to the side at wall body and template backing plate top, twists the screw thread post in the fluted drilling in the horizontal pole round hole of backup pad, and lock nut fixed stay and backing plate are twisted in the screw thread post outside.
Compared with the prior art, the beneficial effects of the utility model are that: overall structure is simple, and convenient to use is reliable, through the packing force between lock nut and the screw thread post with the backup pad be fixed in template backing plate and wall body on for the template backing plate is hugged closely and is fitted in the wall body, and coincide floor board is placed at the backup pad top, and the level of accessible elasticity lock nut adjusts coincide floor board.
Drawings
Fig. 1 is a schematic structural view of a connecting structure of an assembled composite slab and a wall.
Fig. 2 is a schematic structural view of a support corner in a connecting structure of an assembled composite slab and a wall.
As shown in the figure: 1. post-pouring a layer of steel bar frame; 2. post-pouring the layer; 3. a heat-insulating layer; 4. a finishing layer; 5. folding a floor slab; 6. drilling a twist hole; 7. a wall body; 8. a support plate; 9. a template backing plate; 10. a set square; 11. a fixed block; 12. a cross bar; 13. locking the nut; 14. a threaded post.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, in the embodiment of the present invention, an assembled composite slab and wall connection structure comprises a post-cast layer steel reinforcement frame 1, a heat insulation layer 3, a composite floor 5, a wall 7 and a support plate 8, wherein the support plate 8 is a right-angle plate formed by welding two rectangular stainless steel plates, the two plates of the support plate 8 have equal widths and different lengths, a central groove is formed in the middle of the support plate 8 and perpendicular to the longer plate, two right-angle triangular plates 10 are welded on the right-angle inner sides of the support plate 8, the triangular plates 10 are made of stainless steel, the right angles of the triangular plates 10 are attached to the right angles of the inner sides of the support plate 8 and perpendicular to the support plate 8, the inner sides of the support plate 8 are equally divided by the positions of the two triangular plates 10, two fixing blocks 11 are welded below the triangular plates 10 on the left and right sides of the longer plate of the support plate 8, the two, embedding horizontal pole 12 in the rectangular groove of two fixed blocks 11, horizontal pole 12 is the cuboid stainless steel, horizontal pole 12 and two fixed blocks 11 sliding connection, and open at the center of horizontal pole 12 has the round hole.
The post-cast layer steel bar frame 1 is a regular frame-shaped structure bundled by steel bars, the post-cast layer steel bar frame 1 is fixed on a laminated floor slab 5, the laminated floor slab 5 is placed at the top of a supporting plate 8, a post-cast layer 2 is formed by casting concrete on the post-cast layer steel bar frame 1 and filling the upper surface of the post-cast layer 2, a heat preservation layer 3 is formed by fixing a heat preservation plate on the side surface of a wall body 7 through a bonding agent, and a decorative finish layer 4 is formed by fixedly mounting a gypsum board on the surface of the heat preservation layer 3 through the bonding agent.
7 top one side bonds of wall body has template backing plate 9, and template backing plate 9 is the cuboid plank and exceeds the wall crown, and 8 longer board outsides of backup pad laminate in template backing plate 9 and top parallel and level, and the side at wall body 7 and template backing plate 9 top is opened perpendicular to wall body 7's fluted drill 6 through the 12 round holes of the horizontal pole of backup pad 8, twists screw thread post 14 in fluted drill 6 in the horizontal pole 12 round holes of backup pad 8, and 13 fixed stay boards 8 and the backing plate are twisted in the 14 outsides of screw thread post.
The utility model discloses a theory of operation is: through 8 longer board laminating and template backing plates 9 of backup pad, 8 shorter board laminating coincide floor board 5 of backup pad, be fixed in template backing plates 9 and wall body 7 with backup pad 8 through the cooperation of screw post 14 and lock nut 13, when coincide floor board 5 is not level, lock nut 13 is loosened to the accessible, the vertical position of adjustment backup pad 8, thereby guarantee the level of coincide floor board 5, locking force between lock nut 13 and the screw post 14 simultaneously can press from both sides template backing plates 9 tightly on wall body 7, thereby it does not have the concrete leakage to water layer 2 after guaranteeing to pour the in-process.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (3)
1. A connection structure of an assembled laminated slab and a wall comprises a post-cast layer steel bar frame (1), a heat preservation layer (3), a laminated floor slab (5), a wall body (7) and a support plate (8), and is characterized in that the support plate (8) is a right-angle plate formed by welding two cuboid stainless steel plates, the widths of two plates of the support plate (8) are equal, the lengths of the two plates are different, a central groove is formed in the middle of the support plate (8) and is perpendicular to a longer plate, two right-angle triangular plates (10) are welded on the inner side of a right angle of the support plate (8), the triangular plates (10) are made of stainless steel, the right angles of the triangular plates (10) are attached to the right angle of the inner side of the support plate (8) and are perpendicular to the support plate (8), the inner sides of the support plate (8) are equally divided by the positions of the two triangular plates (10), two, two fixed blocks (11) are stainless steel material and the position is parallel to each other, and open two fixed block (11) inboard relatively has rectangular groove, imbeds horizontal pole (12) in the rectangular groove of two fixed blocks (11), and horizontal pole (12) are the cuboid stainless steel, horizontal pole (12) and two fixed block (11) sliding connection, and open at the center of horizontal pole (12) has the round hole.
2. The assembled composite slab and wall connection structure as claimed in claim 1, wherein the post-cast steel reinforcement frame (1) is a regular frame-shaped structure bundled by steel reinforcements, the post-cast steel reinforcement frame (1) is fixed on a laminated floor slab (5), the laminated floor slab (5) is placed on the top of the support plate (8), the post-cast layer (2) is formed by pouring concrete on the post-cast steel reinforcement frame (1) and filling the upper surface of the post-cast layer (2), the heat insulation layer (3) is formed by fixing the heat insulation plate on the side surface of the wall body (7) through an adhesive, and the veneer layer (4) is formed by fixedly mounting gypsum boards on the surface of the heat insulation layer (3) through an adhesive.
3. The structure for connecting the assembled composite slab and the wall as claimed in claim 1, wherein a template backing plate (9) is bonded to one side of the top of the wall body (7), the template backing plate (9) is a rectangular wood plate and is higher than the top of the wall, the outer side of the longer plate of the support plate (8) is attached to the template backing plate (9) and is flush with the top of the template backing plate, twist drill holes (6) perpendicular to the wall body (7) are formed in the side surfaces of the top of the wall body (7) and the top of the template backing plate (9) through round holes of a cross rod (12) of the support plate (8), threaded columns (14) are screwed into the round holes of the cross rod (12) of the support plate (8) in the twist drill holes (6), and locking nuts (13) are screwed into the outer sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020156033.6U CN212388759U (en) | 2020-02-08 | 2020-02-08 | Assembled superimposed sheet and wall connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020156033.6U CN212388759U (en) | 2020-02-08 | 2020-02-08 | Assembled superimposed sheet and wall connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212388759U true CN212388759U (en) | 2021-01-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020156033.6U Active CN212388759U (en) | 2020-02-08 | 2020-02-08 | Assembled superimposed sheet and wall connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212388759U (en) |
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2020
- 2020-02-08 CN CN202020156033.6U patent/CN212388759U/en active Active
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210415 Address after: Room 201, building 6, advanced energy storage creative demonstration Industrial Park, No. 169, Section 2, Renmin East Road, Changsha Economic Development Zone, Changsha City, Hunan Province, 410100 Patentee after: Hunan YuanJu Construction Technology Co.,Ltd. Address before: 230000 Room 203, building A4, intersection of qinglongtan road and Danxia Road, Taohua Industrial Park, Feixi County, Hefei City, Anhui Province Patentee before: ANHUI GUIQULAI SENSOR Co.,Ltd. |