CN212336418U - Reinforced concrete shear wall reinforcing structure filled in semi-rigid connection frame - Google Patents
Reinforced concrete shear wall reinforcing structure filled in semi-rigid connection frame Download PDFInfo
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- CN212336418U CN212336418U CN202021132227.9U CN202021132227U CN212336418U CN 212336418 U CN212336418 U CN 212336418U CN 202021132227 U CN202021132227 U CN 202021132227U CN 212336418 U CN212336418 U CN 212336418U
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Abstract
The utility model relates to a shear force wall technical field just discloses a fill reinforced concrete shear force wall reinforced structure in semi-rigid frame, which comprises a wall body, the inside of wall body is equipped with rectangular frame, rectangular frame's inboard fixedly connected with one deck heat preservation insulating layer, the equal fixedly connected with protection reinforcing bar net in both sides around rectangular frame's the inner wall, symmetrical fixedly connected with is a plurality of supporting layers that are located two protection reinforcing bar net inboards around rectangular frame's the inboard still, the supporting layer comprises the support floor of "X" shape structure of a plurality of adjacent settings, the support floor comprises first backup pad and the second backup pad that the slope set up, the mid portion fixed connection of first backup pad and second backup pad is in the same place. The utility model discloses make the firm intensity of support of shear force wall obtain effectual increase, convenient to use.
Description
Technical Field
The utility model relates to a shear force wall technical field especially relates to a semi-rigid frame intussuseption reinforced concrete shear force wall reinforced structure.
Background
Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body mainly bears horizontal load and vertical load caused by wind load or earthquake action in the house or the structure, and the structure is prevented from being sheared and damaged. Also known as seismic walls, are generally made of reinforced concrete and are divided into planar shear walls and cylindrical shear walls. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. In order to increase the rigidity, strength and collapse resistance of the structure, the reinforced concrete shear wall can be cast in situ or prefabricated in some parts. The cast-in-place shear wall, the peripheral beams and the columns are simultaneously poured, and the integrity is good. The cylinder shear wall is used in high-rise buildings, high-rise structures and suspension structures and is formed by enclosing of partition walls of elevator rooms, staircases, equipment and auxiliary rooms, the cylinder wall is a cast-in-place reinforced concrete wall body, and the rigidity and the strength of the cylinder shear wall are higher than those of a plane shear wall in bearing of larger horizontal load.
The existing concrete shear wall is only internally provided with concrete matched with reinforcing steel bars, the concrete has low strength, poor impact resistance, loose plate quality, easy damage during moving, large dry shrinkage value and easy occurrence of dry shrinkage cracks, the structural form is fixed singly, the obtained structural strength is limited, a concrete structure is easy to crack, complete pressure bearing can not be realized under some special use requirements, the bearing capacity is limited, and the concrete shear wall can not be well applied to buildings with various strength requirements; and a plurality of concrete shear force walls are very inconvenient and hard when relatively linking together, and the precision is poor, appears easily connecting fault department and influences connection leakproofness and overall structure intensity between the wall body, and the crack appears easily in concatenation department, is unfavorable for using widely.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problems that the concrete shear wall in the prior art is only provided with concrete matched reinforcing steel bars, the structure is fixed in a single mode, the strength of the structure is limited, and the concrete shear wall can not be well applied to buildings with various strength requirements; and a plurality of concrete shear walls are very inconvenient and hard when relatively connecting together, and the precision is poor, appears connecting fault department easily and influences the problem of connection leakproofness and overall structure intensity between the wall body, and the reinforced concrete shear wall reinforced structure of filling in of half rigid frame that provides.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the reinforced structure comprises a wall body, wherein a rectangular frame is arranged inside the wall body, a heat insulation layer is fixedly connected to the inner side of the rectangular frame, protective reinforcing mesh nets are fixedly connected to the front side and the rear side of the inner wall of the rectangular frame, a plurality of supporting layers located on the inner sides of the two protective reinforcing mesh nets are symmetrically and fixedly connected to the inner side of the rectangular frame in a front-back mode, each supporting layer is composed of a plurality of supporting rib plates of an X-shaped structure which are adjacently arranged, each supporting rib plate is composed of a first supporting plate and a second supporting plate which are obliquely arranged, the middle portions of the first supporting plate and the second supporting plate are fixedly connected together, a plurality of supporting steel cylinders are fixedly connected to the middle portion of the rectangular frame in a sequentially inclining mode, a plurality of first reinforcing plates are fixedly connected between the adjacent two supporting steel cylinders in a sequentially inclining mode, and fixedly connected between the supporting steel cylinders located on the left side and the right side of the A plurality of second reinforcing plates, post and two connecting plates of symmetrical fixedly connected with around are inserted to the even many location in right side of wall body, a plurality of location slots that correspond the grafting with the post and two spread grooves that correspond the grafting with the connecting plate are evenly seted up in the left side of wall body, the upper end of wall body and the surface symmetry of location post are seted up location screw and location screw female connection and are had positioning screw.
Preferably, the heat insulation layer is a glass wool felt.
Preferably, the protective reinforcing mesh comprises transverse reinforcing steel bars and longitudinal reinforcing steel bars, the transverse reinforcing steel bars and the longitudinal reinforcing steel bars are arranged in a staggered mode, and the joints of the transverse reinforcing steel bars and the longitudinal reinforcing steel bars are fixedly connected together through steel wires.
Preferably, a plurality of the first reinforcing plates form a plurality of triangular structures therebetween.
Preferably, a plurality of the second reinforcing plates form a plurality of triangular structures therebetween.
Preferably, the inner wall of the supporting steel cylinder is fixedly connected with a plurality of reinforcing rods.
Preferably, the first support plate and the second support plate are integrally formed.
Compared with the prior art, the utility model provides a semi-rigid connection frame intussuseption reinforced concrete shear force wall reinforced structure possesses following beneficial effect:
1. this reinforced concrete shear force wall reinforced structure is filled in to semi-rigid frame, protection reinforcing bar net through being equipped with, the bending resistance that whole wall body can be strengthened in the setting of longitudinal reinforcement and horizontal reinforcing bar can be strengthened, the setting of support floor can make the bulk strength of wall body obtain effectual increase, it makes the structure firm to form the triangle-shaped structure between the support rib plate clearance of X shape setting, the support steel cylinder that sets up in the middle of the wall body can further increase the structural strength of wall body, first reinforcing plate and the second reinforcing plate that sets up between a plurality of support steel cylinders can make the connection between a plurality of support steel cylinders firm, the structural stability is improved, make the support firm intensity of shear force wall obtain effectual increase, and convenient use.
2. This reinforced concrete shear force wall reinforced structure is filled in to semi rigid connection frame inserts post, positioning slot, connecting plate and spread groove through the location that is equipped with, when connecting two wall bodies, inserts the post with the location and pegs graft in positioning slot, and the connecting plate is pegged graft in the spread groove, and positioning screw screws into the location and inserts the steadiness that can strengthen connecting between the wall body in the location screw hole in post and the positioning slot for connection between the wall body is convenient fast, convenient to use.
And the part that does not relate to among the device all is the same with prior art or can adopt prior art to realize, the utility model discloses make the firm intensity of support of shear force wall obtain effectual increase, convenient to use.
Drawings
Fig. 1 is a schematic structural view of a reinforcing structure of a reinforced concrete shear wall filled in a semi-rigid frame according to the present invention;
fig. 2 is a schematic structural view of a supporting steel cylinder of a semi-rigid frame filled reinforced concrete shear wall structure provided by the utility model;
fig. 3 is the utility model provides a side-looking structural schematic diagram of a semi-rigid frame infilled reinforced concrete shear wall reinforced structure.
In the figure: 1 wall body, 2 rectangular frame, 3 thermal insulation layer, 4 protection reinforcing bar nets, 41 transverse reinforcing bars, 42 longitudinal reinforcing bars, 5 support ribbed slabs, 6 first support plates, 7 second support plates, 8 support steel cylinders, 9 first reinforcing plates, 10 second reinforcing plates, 11 reinforcing rods, 12 positioning insertion columns, 13 connecting plates, 14 positioning insertion grooves, 15 connecting grooves and 16 positioning screw rods.
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.
Referring to fig. 1-3, a reinforced concrete shear wall reinforcing structure filled in a semi-rigid connection frame comprises a wall body 1, a rectangular frame 2 is arranged inside the wall body 1, a heat insulation layer 3 is fixedly connected to the inner side of the rectangular frame 2, protective reinforcing steel bar nets 4 are fixedly connected to the front side and the rear side of the inner wall of the rectangular frame 2, a plurality of supporting layers positioned inside the two protective reinforcing steel bar nets 4 are further symmetrically and fixedly connected to the inner side of the rectangular frame 2 in a front-rear manner, each supporting layer is composed of a plurality of supporting rib plates 5 which are adjacently arranged in an X-shaped structure, each supporting rib plate 5 is composed of a first supporting plate 6 and a second supporting plate 7 which are obliquely arranged, the middle parts of the first supporting plates 6 and the second supporting plates 7 are fixedly connected together, a plurality of supporting steel cylinders 8 are fixedly connected to the middle part of the rectangular frame 2, and a plurality of first reinforcing plates 9, a plurality of second reinforcing plates 10 of fixedly connected with that incline in proper order between the inside wall of the support steel cylinder 8 that is located the left and right sides and rectangular frame 2, post 12 and two connecting plates 13 of symmetrical fixedly connected with around are inserted to the even many location in right side of wall body 1, a plurality of location slots 14 that correspond the grafting with post 12 and two spread grooves 15 that correspond the grafting with connecting plate 13 are inserted to the location evenly seted up in the left side of wall body 1, the location screw has been seted up with the surperficial symmetry of post 12 to the upper end of wall body 1 and location and has been located screw female connection and have positioning screw 16.
The heat insulation layer 3 is specifically a glass wool felt.
The protective reinforcing mesh 4 comprises transverse reinforcing steel bars 41 and longitudinal reinforcing steel bars 42, the transverse reinforcing steel bars 41 and the longitudinal reinforcing steel bars 42 are arranged in a staggered mode, and the joints of the transverse reinforcing steel bars 41 and the longitudinal reinforcing steel bars 42 are fixedly connected together through steel wires.
The plurality of first reinforcing plates 9 form a plurality of triangular structures therebetween.
The plurality of second reinforcing plates 10 form a plurality of triangular structures therebetween.
The inner wall of the supporting steel cylinder 8 is fixedly connected with a plurality of reinforcing rods 11.
The first support plate 6 and the second support plate 7 are an integral forming mechanism.
In the utility model, when in use, the bending and pulling resistance of the whole wall body 1 can be enhanced through the arrangement of the protective reinforcing mesh 4, the longitudinal reinforcing bars 42 and the transverse reinforcing bars 41, the arrangement of the support rib plates 5 can effectively increase the overall strength of the wall body 1, the triangular structure is formed between the gaps of the support rib plates 5 arranged in the X shape to stabilize the structure, the support steel cylinder 8 arranged in the middle of the wall body 1 can further increase the structural strength of the wall body 1, the connection between the support steel cylinders 8 can be stabilized through the first reinforcing plate 9 and the second reinforcing plate 10 arranged between the support steel cylinders 8, the structural stability is improved, the support stabilizing strength of the shear wall is effectively increased, the use is convenient, the positioning inserted column 12 is inserted in the positioning slot 14 through the positioning inserted column 12, the positioning slot 14, the connecting plate 13 and the connecting slot 15 which are arranged when two wall bodies 1 are connected, the connecting plate 13 is inserted in the connecting groove 15, and the positioning screw 16 is screwed into the positioning screw holes in the positioning inserting columns 12 and the positioning inserting grooves 14 to strengthen the connection stability between the wall bodies 1, so that the connection between the wall bodies 1 is quick and convenient, and the use is convenient.
Claims (7)
1. A reinforced concrete shear wall reinforcing structure filled in a semi-rigid connection frame comprises a wall body (1) and is characterized in that a rectangular frame (2) is arranged inside the wall body (1), a heat insulation layer (3) is fixedly connected to the inner side of the rectangular frame (2), protective reinforcing steel bar nets (4) are fixedly connected to the front side and the rear side of the inner wall of the rectangular frame (2), a plurality of supporting layers positioned on the inner sides of the two protective reinforcing steel bar nets (4) are further fixedly connected to the inner side of the rectangular frame (2) in a front-back symmetrical mode, each supporting layer is composed of a plurality of supporting rib plates (5) of an X-shaped structure which are adjacently arranged, each supporting rib plate (5) is composed of a first supporting plate (6) and a second supporting plate (7) which are obliquely arranged, and the middle parts of the first supporting plate (6) and the second supporting plate (7) are fixedly connected together, a plurality of supporting steel cylinders (8) are fixedly connected to the middle part of the rectangular frame (2), a plurality of first reinforcing plates (9) are fixedly connected between every two adjacent supporting steel cylinders (8) in a sequentially inclined manner, a plurality of second reinforcing plates (10) are fixedly connected between the supporting steel cylinders (8) on the left side and the right side and the inner side wall of the rectangular frame (2) in a sequentially inclined manner, the right side of the wall body (1) is uniformly and fixedly connected with a plurality of positioning inserting columns (12) and two connecting plates (13) which are symmetrically and fixedly connected in front and back, a plurality of positioning slots (14) which are correspondingly inserted with the positioning insertion columns (12) and two connecting slots (15) which are correspondingly inserted with the connecting plates (13) are uniformly arranged on the left side of the wall body (1), the upper end of the wall body (1) and the surface of the positioning insertion column (12) are symmetrically provided with positioning screw holes, and the positioning screw holes are connected with positioning screw rods (16) in an internal thread mode.
2. The semi-rigid connection frame filled reinforced concrete shear wall reinforcing structure as claimed in claim 1, wherein the heat insulating layer (3) is a glass wool felt.
3. A semi-rigid joint frame filled reinforced concrete shear wall reinforcing structure according to claim 1, wherein the protective reinforcing mesh (4) comprises transverse reinforcing bars (41) and longitudinal reinforcing bars (42), the transverse reinforcing bars (41) and the longitudinal reinforcing bars (42) are arranged in a staggered manner, and the joints of the transverse reinforcing bars and the longitudinal reinforcing bars are fixedly connected together through steel wires.
4. A semi-rigid frame filled reinforced concrete shear wall reinforcing structure according to claim 1, wherein a plurality of the first reinforcing plates (9) form a plurality of triangular structures therebetween.
5. A semi-rigid frame filled reinforced concrete shear wall reinforcing structure according to claim 1, wherein a plurality of the second reinforcing plates (10) form a plurality of triangular structures therebetween.
6. The semi-rigid connection frame filled reinforced concrete shear wall reinforcing structure is characterized in that a plurality of reinforcing rods (11) are fixedly connected to the inner wall of the supporting steel cylinder (8).
7. A semi-rigid frame filled reinforced concrete shear wall reinforcing structure according to claim 1, wherein the first supporting plate (6) and the second supporting plate (7) are an integral mechanism.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021132227.9U CN212336418U (en) | 2020-06-18 | 2020-06-18 | Reinforced concrete shear wall reinforcing structure filled in semi-rigid connection frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021132227.9U CN212336418U (en) | 2020-06-18 | 2020-06-18 | Reinforced concrete shear wall reinforcing structure filled in semi-rigid connection frame |
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| CN212336418U true CN212336418U (en) | 2021-01-12 |
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|---|---|---|---|
| CN202021132227.9U Expired - Fee Related CN212336418U (en) | 2020-06-18 | 2020-06-18 | Reinforced concrete shear wall reinforcing structure filled in semi-rigid connection frame |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700335A (en) * | 2021-09-09 | 2021-11-26 | 深圳市博大建设集团有限公司 | Reinforced concrete frame shear force wall reinforced structure |
| CN114086695A (en) * | 2021-11-25 | 2022-02-25 | 山东鲁腾新型建材有限公司 | Net rack plate for building heat-insulation wall |
| CN114919246A (en) * | 2022-06-28 | 2022-08-19 | 平邑县富华石膏制品有限公司 | Reinforced gypsum board and preparation method thereof |
-
2020
- 2020-06-18 CN CN202021132227.9U patent/CN212336418U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700335A (en) * | 2021-09-09 | 2021-11-26 | 深圳市博大建设集团有限公司 | Reinforced concrete frame shear force wall reinforced structure |
| CN114086695A (en) * | 2021-11-25 | 2022-02-25 | 山东鲁腾新型建材有限公司 | Net rack plate for building heat-insulation wall |
| CN114086695B (en) * | 2021-11-25 | 2023-08-15 | 山东鲁腾新型建材有限公司 | Grid plate for building heat-insulating wall |
| CN114919246A (en) * | 2022-06-28 | 2022-08-19 | 平邑县富华石膏制品有限公司 | Reinforced gypsum board and preparation method thereof |
| CN114919246B (en) * | 2022-06-28 | 2023-08-29 | 平邑县富华石膏制品有限公司 | Reinforced gypsum board and preparation method thereof |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210112 Termination date: 20210618 |