CN210316146U - Plate surface rib anchoring structure with plate surface higher than beam surface - Google Patents
Plate surface rib anchoring structure with plate surface higher than beam surface Download PDFInfo
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- CN210316146U CN210316146U CN201920833595.7U CN201920833595U CN210316146U CN 210316146 U CN210316146 U CN 210316146U CN 201920833595 U CN201920833595 U CN 201920833595U CN 210316146 U CN210316146 U CN 210316146U
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- plate surface
- roof beam
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Abstract
The utility model discloses a face muscle anchor structure of face exceeds roof beam face belongs to the building construction field. The utility model discloses a face muscle anchor structure of face exceeds roof beam face, in the face structure that has different elevations, higher floor face is higher than the roof beam face of roof beam, and be equipped with along roof beam length direction's additional muscle anchor in the difference in height department of roof beam face and face, be equipped with perpendicular to roof beam length direction's face muscle anchor on the floor that the face is higher than the roof beam face, be equipped with the brickwork infill wall that is located the roof beam top on the floor that the face is higher than the roof beam face, and the difference in height face looks parallel and level between brickwork infill wall and left side floor and the right side floor. By adopting the scheme, the structure is simple, the construction is convenient, the beam-slab structure is stable, and the construction cost of the building structure is reduced; and the convex angle is not exposed, so that the integrity of the room is realized, the room decoration is facilitated, and the integral attractiveness of the room is ensured.
Description
Technical Field
The utility model relates to a building construction, more specifically say, relate to a face muscle anchor structure that face exceeds beam surface.
Background
With the development of national economy, people have higher and higher requirements on the use function of residential projects, and have higher pursuits on the integrity and the aesthetic property of rooms. Because the using functions of the rooms are different, the elevation of the structural board surface is different, and for the structure with the board surface height difference, the traditional method is that the beam surface height of the beam is designed to be the same as the highest board surface, so that the board surface height difference and the convex angle exposed angle are easy to exist in the same room on the same layer, and the overall decoration and the attractiveness of the room are influenced; in addition, not only is the construction of the beam complicated, but also the manufacturing cost of the beam is increased, and the self weight of the beam is also increased.
Disclosure of Invention
1. Technical problem to be solved by the utility model
The utility model aims to overcome the defects that the existing building structure with the plate surface height difference has a convex angle and affects the room integrity, and the like, and provides a plate surface rib anchoring structure with a plate surface higher than a beam surface, by adopting the technical scheme of the utility model, in the plate surface structures with different elevations, the higher floor plate surface is higher than the beam surface of the beam, and the height difference position of the beam surface and the plate surface is provided with an additional rib along the length direction of the beam, a floor plate with the plate surface higher than the beam surface is provided with a plate surface rib vertical to the length direction of the beam, a floor plate with the plate surface higher than the beam surface is provided with a masonry infill wall positioned above the beam, and the height difference surface between the masonry infill wall and the left floor plate and the right floor plate is level, the structure is simple, the construction is convenient, and the cost of the building structure is reduced; and the convex angle is not exposed, so that the integrity of the room is realized, the room decoration is facilitated, and the integral attractiveness of the room is ensured.
2. Technical scheme
In order to achieve the above purpose, the utility model provides a technical scheme does:
the utility model discloses a face muscle anchor structure that face exceeds roof beam face, including the roof beam and divide left side floor and the right side floor of arranging in roof beam both sides, the face of left side floor and/or right side floor be higher than the roof beam face of roof beam, the difference in height department of roof beam face and face be equipped with along roof beam length direction's additional muscle, the floor that the face is higher than the roof beam face on be equipped with the face muscle perpendicular to roof beam length direction, and when left side floor and right side floor elevation are different, the face muscle bending anchor of higher floor goes into in the roof beam; when the left floor slab and the right floor slab have the same elevation, the plate surface ribs of the left floor slab and the right floor slab are pulled through in the direction vertical to the length direction of the beam; the floor that the face is higher than the beam surface on be equipped with the brickwork infilled wall that is located the roof beam top, brickwork infilled wall and left side floor and right side floor between the difference in height face looks parallel and level.
Furthermore, the diameter of the additional rib is phi 8 mm.
Further, the thickness W of the beam is 200 mm.
Furthermore, the plate surface elevations of the left floor and the right floor are different, the plate surface ribs of the higher floor are bent and anchored into the beam, and the anchoring length L is 250 mm; the thickness of brickwork infilled wall be the same with the thickness W of roof beam, and the additional muscle is equipped with 2 in the difference in height department of roof beam face and face.
Furthermore, the plate surface elevations of the left floor and the right floor are different, the plate surface ribs of the higher floor are bent and anchored into the beam, and the anchoring length L is 250 mm; the thickness of brickwork infilled wall for 1/2 of roof beam thickness W, and additional muscle is equipped with 1 in the difference in height department of roof beam face and face.
Furthermore, the plate surface elevations of the left floor plate and the right floor plate are the same, and the plate surface ribs of the left floor plate and the right floor plate are pulled through; the thickness of brickwork infilled wall be the same with the thickness W of roof beam, and the additional muscle is equipped with 2 in the difference in height department of roof beam face and face.
Furthermore, the plate surface elevations of the left floor plate and the right floor plate are the same, and the plate surface ribs of the left floor plate and the right floor plate are pulled through; the thickness of brickwork infilled wall for 1/2 of roof beam thickness W, and additional muscle is equipped with 2 in the difference in height department of roof beam face and face.
3. Advantageous effects
Adopt the technical scheme provided by the utility model, compare with existing well-known technique, have following beneficial effect:
the utility model discloses a face muscle anchor structure of face exceeds roof beam face, in the face structure that has different elevations, higher floor face is higher than the roof beam face of roof beam, and be equipped with along the additional muscle of roof beam length direction in the difference in height department of roof beam face and face, be equipped with the face muscle perpendicular to roof beam length direction on the floor that the face is higher than the roof beam face, be equipped with the brickwork infill wall that lies above the roof beam on the floor that the face is higher than the roof beam face, and the brickwork infill wall is parallel and level with the difference in height face between left side floor and the right side floor, the simple structure, construction convenience, the cost of construction structure has been reduced; and the convex angle is not exposed, so that the integrity of the room is realized, the room decoration is facilitated, and the integral attractiveness of the room is ensured.
Drawings
Fig. 1 is a schematic structural view of a plate surface rib anchoring structure of which the plate surface is higher than the beam surface according to embodiment 1 of the present invention;
fig. 2 is a schematic structural view of a plate surface rib anchoring structure of which the plate surface is higher than the beam surface according to embodiment 2 of the present invention;
fig. 3 is a schematic structural view of a plate surface rib anchoring structure of which the plate surface is higher than the beam surface according to embodiment 3 of the present invention.
The reference numerals in the schematic drawings illustrate:
1. a beam; 2. a left floor slab; 3. a right floor slab; 4. filling walls with brickwork; 5. gluten making; 6. and adding ribs.
Detailed Description
For a further understanding of the present invention, reference will be made to the following detailed description taken in conjunction with the accompanying drawings.
As shown in fig. 1, 2 and 3, the utility model discloses a face muscle anchor structure with a face higher than the beam surface, including beam 1, and left floor 2 and right floor 3 separately disposed on both sides of beam 1, the face of left floor 2 and/or right floor 3 is higher than the beam surface of beam 1, the height difference between the beam surface and the face is provided with additional muscle 6 along the length direction of beam 1, the floor with a face higher than the beam surface is provided with plate muscle 5 perpendicular to the length direction of beam 1, and when the elevations of left floor 2 and right floor 3 are different, the plate muscle 5 of higher floor is bent and anchored into beam 1; when the left floor slab 2 and the right floor slab 3 have the same elevation, the plate surface ribs 5 of the left floor slab 2 and the right floor slab 3 are pulled through in the direction vertical to the length direction of the beam 1; the floor that the plate face is higher than the beam face is equipped with the brickwork infilled wall 4 that is located 1 top of roof beam on, and brickwork infilled wall 4 is parallel and level with the difference in height face between left side floor 2 and the right side floor 3. In the face structure that has different elevations, higher floor slab face is higher than the beam face of roof beam 1, and be equipped with along roof beam length direction's additional muscle 6 in the difference in height department of roof beam face and face, be equipped with the board gluten 5 of the 1 length direction of perpendicular to roof beam on the floor that the face is higher than the beam face, be equipped with the brickwork infill wall 4 that is located 1 top of roof beam on the floor that the face is higher than the beam face, and the difference in height face looks parallel and level between brickwork infill wall 4 and left side floor 2 and the right side floor 3, the thickness of brickwork infill wall 4 is decided according to actual conditions. By adopting the structure, the structure is simple, the construction is convenient, and the cost of the building structure is reduced; and the convex angle is not exposed, so that the integrity of the room is realized, the room decoration is facilitated, and the integral attractiveness of the room is ensured.
The present invention will be further described with reference to the following examples.
Example 1
As shown in fig. 1, the plate surface rib anchoring structure with a plate surface higher than a beam surface of the embodiment includes a beam 1, and a left floor 2 and a right floor 3 respectively disposed at two sides of the beam 1, where the beam 1 is a frame beam, the plate surface of the right floor 3 is higher than the beam surface of the beam 1, the beam surfaces of the left floor 2 and the beam 1 are the same, the overall height difference is Δ H, an additional rib 6 is disposed at the height difference between the beam surface and the plate surface along the length direction of the beam 1, the thickness W of the beam 1 is 200mm, and the diameter of the additional rib 6 is Φ 8 mm; the floor that the face of a plate is higher than the beam face is equipped with the board muscle 5 of 1 length direction of perpendicular to roof beam, and is different at left side floor 2 and 3 elevations of right side floor, and the face muscle 5 of higher floor bends in the anchor roof beam 1. The floor that the plate face is higher than the beam face is equipped with the brickwork infilled wall 4 that is located 1 top of roof beam on, and brickwork infilled wall 4 is parallel and level with the difference in height face between left side floor 2 and the right side floor 3. In the embodiment, the plate surface elevations of the left floor 2 and the right floor 3 are different, the plate gluten 5 of the higher floor is bent and anchored into the beam 1, and the anchoring length L is 250 mm; the thickness of the masonry infill wall 4 is the same as the thickness W of the beam 1, and 2 additional ribs 6 are arranged at the height difference position of the beam surface and the plate surface.
Example 2
As shown in fig. 2, the basic structure of the plate reinforcement anchoring structure of the present embodiment is the same as that of embodiment 1, except that: in the embodiment, the plate surface elevations of the left floor 2 and the right floor 3 are different, the plate surface of the right floor 3 is higher than the beam surface of the beam 1, the plate surface of the left floor 2 is equal to the beam surface of the beam 1, the plate surface rib 5 of the higher floor is bent and anchored into the beam 1, and the anchoring length L is 250 mm; the thickness of the masonry infill wall 4 is 1/2 of the thickness W of the beam 1, and 1 additional rib 6 is arranged at the height difference between the beam surface and the plate surface.
Example 3
As shown in fig. 3, the plate surface rib anchoring structure of the embodiment with the plate surface higher than the beam surface includes a beam 1, and a left floor 2 and a right floor 3 respectively disposed at two sides of the beam 1, the beam 1 is a frame beam, the plate surfaces of the left floor 2 and the right floor 3 are both higher than the beam surface of the beam 1, the plate surfaces of the left floor 2 and the right floor 3 are the same as the plate surfaces of the right floor 3, the height difference between the plate surfaces of the left floor 2 and the right floor 3 and the beam surface of the beam 1 is Δ H, an additional rib 6 is disposed at the height difference between the beam surface and the plate surface along the length direction of the beam 1, the thickness W of the beam 1 is 200mm, and the diameter of the additional rib 6 is; the floor that the face is higher than the roof beam face is equipped with the board muscle 5 of 1 length direction of perpendicular to roof beam, and is the same at left side floor 2 and 3 elevations on the right side floor, and the face muscle 5 of left side floor 2 and 3 on the right side floor is pulled through on 1 length direction of perpendicular to roof beam. And a masonry filler wall 4 positioned above the beam 1 is arranged on the floor slab with the slab surface higher than the beam surface. In the embodiment, the plate surface elevations of the left floor 2 and the right floor 3 are the same, and the plate surface ribs 5 of the left floor 2 and the right floor 3 are pulled through; the thickness of the masonry infilled wall 4 is the same as the thickness W of the beam 1, the masonry infilled wall 4 is located right above the beam 1, and 2 additional ribs 6 are arranged at the height difference position of the beam surface and the plate surface.
Example 4
As shown in fig. 3, the basic structure of the plate reinforcement anchoring structure of the present embodiment is the same as that of embodiment 3, except that: in the embodiment, the plate surface elevations of the left floor 2 and the right floor 3 are the same, and the plate surface ribs 5 of the left floor 2 and the right floor 3 are pulled through; the thickness of the masonry infill wall 4 is 1/2 of the thickness W of the beam 1, and 2 additional ribs 6 are arranged at the height difference between the beam surface and the plate surface.
The utility model discloses a face muscle anchor structure of face exceeds roof beam face, in the face structure that has different elevations, higher floor face is higher than the roof beam face of roof beam, and be equipped with along the additional muscle anchor of roof beam length direction in the difference in height department of roof beam face and face, be equipped with the face muscle anchor perpendicular to roof beam length direction on the floor that the face is higher than the roof beam face, be equipped with the brickwork infill wall that lies above the roof beam on the floor that the face is higher than the roof beam face, and the brickwork infill wall is parallel and level with the difference in height face between left side floor and the right side floor, simple structure, construction convenience, the beam slab structure is firm, the cost of building construction has been reduced; and the convex angle is not exposed, so that the integrity of the room is realized, the room decoration is facilitated, and the integral attractiveness of the room is ensured.
The present invention and its embodiments have been described above schematically, and the description is not intended to be limiting, and what is shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. Therefore, if the person skilled in the art receives the teaching of the present invention, without creatively designing the similar structural modes and embodiments to the technical solutions, they should belong to the protection scope of the present invention.
Claims (7)
1. The utility model provides a face muscle anchor structure of face exceeds beam surface, includes roof beam (1) and arranges left side floor (2) and right side floor (3) of roof beam (1) both sides in branch, its characterized in that: the slab surface of the left floor (2) and/or the right floor (3) is higher than the beam surface of the beam (1), the height difference position of the beam surface and the slab surface is provided with an additional rib (6) along the length direction of the beam (1), the slab surface higher than the beam surface is provided with a slab gluten (5) vertical to the length direction of the beam (1), and when the elevations of the left floor (2) and the right floor (3) are different, the slab gluten (5) of the higher floor is bent and anchored into the beam (1); when the left floor (2) and the right floor (3) are at the same elevation, the plate gluten (5) of the left floor (2) and the right floor (3) is pulled through in the direction vertical to the length direction of the beam (1); the floor that the face is higher than the beam surface on be equipped with brickwork infilled wall (4) that are located roof beam (1) top, brickwork infilled wall (4) and left side floor (2) and right side floor (3) between the difference in height face looks parallel and level.
2. The plate surface rib anchoring structure with the plate surface higher than the beam surface as claimed in claim 1, wherein: the diameter of the additional rib (6) is phi 8 mm.
3. The plate surface rib anchoring structure with the plate surface higher than the beam surface as claimed in claim 2, wherein: the thickness W of the beam (1) is 200 mm.
4. The plate reinforcing bar anchoring structure with the plate surface higher than the beam surface as claimed in claim 1, 2 or 3, wherein: the plate surface elevations of the left floor (2) and the right floor (3) are different, the plate gluten (5) of the higher floor is bent and anchored into the beam (1), and the anchoring length L is 250 mm; the thickness of the masonry infilled wall (4) is the same as the thickness W of the beam (1), and 2 additional ribs (6) are arranged at the height difference position of the beam surface and the plate surface.
5. The plate reinforcing bar anchoring structure with the plate surface higher than the beam surface as claimed in claim 1, 2 or 3, wherein: the plate surface elevations of the left floor (2) and the right floor (3) are different, the plate gluten (5) of the higher floor is bent and anchored into the beam (1), and the anchoring length L is 250 mm; the thickness of the masonry infilled wall (4) is 1/2 of the thickness W of the beam (1), and 1 additional rib (6) is arranged at the height difference position of the beam surface and the plate surface.
6. The plate reinforcing bar anchoring structure with the plate surface higher than the beam surface as claimed in claim 1, 2 or 3, wherein: the plate surface elevations of the left floor (2) and the right floor (3) are the same, and the plate gluten (5) of the left floor (2) and the right floor (3) are pulled through; the thickness of the masonry infilled wall (4) is the same as the thickness W of the beam (1), and 2 additional ribs (6) are arranged at the height difference position of the beam surface and the plate surface.
7. The plate reinforcing bar anchoring structure with the plate surface higher than the beam surface as claimed in claim 1, 2 or 3, wherein: the plate surface elevations of the left floor (2) and the right floor (3) are the same, and the plate gluten (5) of the left floor (2) and the right floor (3) are pulled through; the thickness of the masonry infilled wall (4) is 1/2 of the thickness W of the beam (1), and 2 additional ribs (6) are arranged at the height difference position of the beam surface and the plate surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920833595.7U CN210316146U (en) | 2019-06-04 | 2019-06-04 | Plate surface rib anchoring structure with plate surface higher than beam surface |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920833595.7U CN210316146U (en) | 2019-06-04 | 2019-06-04 | Plate surface rib anchoring structure with plate surface higher than beam surface |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210316146U true CN210316146U (en) | 2020-04-14 |
Family
ID=70142021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920833595.7U Expired - Fee Related CN210316146U (en) | 2019-06-04 | 2019-06-04 | Plate surface rib anchoring structure with plate surface higher than beam surface |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210316146U (en) |
-
2019
- 2019-06-04 CN CN201920833595.7U patent/CN210316146U/en not_active Expired - Fee Related
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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: 20200414 Termination date: 20210604 |
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| CF01 | Termination of patent right due to non-payment of annual fee |