CN219011608U - Assembled buckled plate reinforced concrete power consumption shear force wall - Google Patents
Assembled buckled plate reinforced concrete power consumption shear force wall Download PDFInfo
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- CN219011608U CN219011608U CN202223538340.9U CN202223538340U CN219011608U CN 219011608 U CN219011608 U CN 219011608U CN 202223538340 U CN202223538340 U CN 202223538340U CN 219011608 U CN219011608 U CN 219011608U
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Abstract
The utility model discloses an assembled corrugated plate reinforced concrete energy consumption shear wall which comprises a wall body, wherein a first steel plate is fixedly connected to the top of the wall body, clamping parts are symmetrically and fixedly connected to the top of the first steel plate, a connecting plate is arranged above the clamping parts, the connecting plate is matched with the clamping parts, a connecting body is fixedly connected to the top of the connecting plate, grooves are symmetrically formed in two ends of the connecting body, the grooves are matched with the clamping parts, through holes are symmetrically formed in two sides of the connecting body, the through holes penetrate through the grooves, bolts are detachably connected in the through holes, and a second steel plate is fixedly connected to the bottom of the wall body. The utility model has the advantages of simple structure, convenient use, rapid assembly, assembly time saving and work efficiency improvement.
Description
Technical Field
The utility model relates to the technical field of shear walls, in particular to an assembled corrugated plate reinforced concrete energy-consumption shear wall.
Background
The shear wall in the traditional building is a structure in which reinforced concrete wallboards are used for replacing beam columns in a frame structure, internal forces caused by various loads are born in the building structure, and the structure in which the reinforced concrete wallboards bear vertical and horizontal forces is called a shear wall structure. Shear wall structures are therefore often used in high-rise buildings.
The utility model discloses an "assembled buckled plate reinforced concrete power consumption shear force wall", the publication number is (CN 217299377U), indulge muscle and stirrup and form main steel reinforcement cage, be provided with the ripple steel sheet in the main steel reinforcement cage, indulge the muscle and distribute around the ripple steel sheet, the wall body top is provided with the upper portion connector that can assemble, upper portion connector passes through bolted connection with the wall body top, the wall body top is provided with the steel sheet, the wall body bottom is provided with the steel sheet down, ripple steel sheet both ends respectively with last steel sheet and lower steel sheet fixed connection, main steel reinforcement cage both sides are provided with vice steel reinforcement cage in the wall body, be provided with concrete wall around main steel reinforcement cage and the vice steel reinforcement cage. The assembly effect among the prior art is not fine, is difficult for observing during the assembly, has wasted unnecessary time to the joint is insecure, and the linking effect is not enough.
Disclosure of Invention
The utility model aims to provide an assembled corrugated plate reinforced concrete energy-consumption shear wall, which solves the problems in the prior art.
In order to achieve the above object, the present utility model provides the following solutions: the utility model provides an assembled corrugated plate reinforced concrete energy dissipation shear wall which comprises a wall body, wherein a first steel plate is fixedly connected to the top of the wall body, clamping parts are symmetrically and fixedly connected to the top of the first steel plate, a connecting plate is arranged above the clamping parts, the connecting plate is matched with the clamping parts, a connecting body is fixedly connected to the top of the connecting plate, grooves are symmetrically formed in two ends of the connecting body, the grooves are matched with the clamping parts, through holes are symmetrically formed in two sides of the connecting body, the through holes penetrate through the grooves, bolts are detachably connected in the through holes, and a second steel plate is fixedly connected to the bottom of the wall body.
Preferably, the clamping portion comprises a first clamping block fixedly connected with the top of the first steel plate, a second clamping block is arranged on one side of the first clamping block, the second clamping block is fixedly connected with the first steel plate, and the connecting plate is detachably connected between the first clamping block and the second clamping block.
Preferably, the clamping part further comprises a limiting rod fixedly connected with the top of the first steel plate, the limiting rod is fixedly connected with the first clamping block and the second clamping block respectively through connecting rods, and the limiting rod is matched with the groove.
Preferably, the first clamping block and the second clamping block are symmetrically provided with connecting components, and the connecting components are detachably connected with the bottom of the connecting plate.
Preferably, the connecting assembly comprises first limit grooves symmetrically formed in the top of the first steel plate, a connecting column is fixedly connected in the center of each first limit groove, a spring is sleeved outside each connecting column, and the connecting column is detachably connected with the bottom of the connecting plate.
Preferably, the bottom of the connecting plate is symmetrically provided with second limiting grooves, and the second limiting grooves are detachably connected with the connecting columns.
Preferably, protrusions are symmetrically and fixedly connected on two sides of the connecting plate, inclined grooves are respectively formed in one sides, close to the first clamping blocks and the second clamping blocks, of the connecting plate, and the inclined grooves are matched with the protrusions.
Preferably, a plurality of transverse ribs are fixedly connected in the wall body, a plurality of longitudinal ribs are fixedly connected on the transverse ribs, and two ends of each longitudinal rib are fixedly connected with the first steel plate and the second steel plate respectively.
The utility model discloses the following technical effects: the wall body is formed by pouring concrete, and the first steel plate and the second steel plate are used for reinforcing the wall body up and down, so that the bearing capacity of the wall body is ensured, and the energy consumption is reduced; the wall body and the connecting body are assembled through the mutual matching of the clamping part and the connecting plate, the assembly speed can be accelerated by being convenient for observation during assembly, the clamping part stretches into the groove of the connecting body and is fixed by the bolts, and the stability is improved. The utility model has the advantages of simple structure, convenient use, rapid assembly, assembly time saving and work efficiency improvement.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a side cross-sectional view of the wall of the present utility model;
FIG. 3 is an enlarged view of a portion of FIG. 2A in accordance with the present utility model;
FIG. 4 is a partial side cross-sectional view of a connector of the present utility model;
FIG. 5 is an internal structural view of the wall of the present utility model;
FIG. 6 is a cross-sectional view of a web of the present utility model;
FIG. 7 is a partial side view of the web of the present utility model;
1, a wall body; 2. a first steel plate; 3. a second steel plate; 4. a limit rod; 5. a connecting rod; 6. a first clamping block; 7. a connecting plate; 8. a protrusion; 9. a connecting body; 10. a through hole; 11. a second clamping block; 12. a chute; 13. a first limit groove; 14. a connecting column; 15. a spring; 16. the second limit groove; 17. a groove; 18. a bolt; 19. longitudinal ribs; 20. transverse ribs.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In order that the above-recited objects, features and advantages of the present utility model will become more readily apparent, a more particular description of the utility model will be rendered by reference to the appended drawings and appended detailed description.
Referring to fig. 1-7, the utility model provides an assembled corrugated plate reinforced concrete energy consumption shear wall, which comprises a wall body 1, wherein a first steel plate 2 is fixedly connected to the top of the wall body 1, a clamping part is symmetrically and fixedly connected to the top of the first steel plate 2, a connecting plate 7 is arranged above the clamping part, the connecting plate 7 is matched with the clamping part, a connecting body 9 is fixedly connected to the top of the connecting plate 7, grooves 17 are symmetrically formed in two ends of the connecting body 9, the grooves 17 are matched with the clamping part, through holes 10 are symmetrically formed in two sides of the connecting body 9, the through holes 10 penetrate through the grooves 17, bolts 18 are detachably connected in the through holes 10, and a second steel plate 3 is fixedly connected to the bottom of the wall body 1.
The wall body 1 is formed by pouring concrete, and the first steel plate 2 and the second steel plate 3 are used for reinforcing the wall body 1 up and down, so that the bearing capacity of the wall body 1 is ensured, and the energy consumption is reduced; the wall body 1 and the connecting body 9 are assembled through the mutual matching of the clamping part and the connecting plate 7, the assembly speed can be accelerated by being convenient for observation during assembly, the clamping part stretches into the groove of the connecting body 9 and is fixed by the bolts 18, and the stability is improved. The utility model has the advantages of simple structure, convenient use, rapid assembly, assembly time saving and work efficiency improvement.
Further optimizing scheme, joint portion includes first fixture block 6 with first steel sheet 2 top rigid coupling, and first fixture block 6 one side is equipped with second fixture block 11, and second fixture block 11 and first steel sheet 2 rigid coupling can be dismantled between first fixture block 6 and the second fixture block 11 and be connected with connecting plate 7.
Further optimizing scheme, joint portion still includes the gag lever post 4 with first steel sheet 2 top rigid coupling, gag lever post 4 pass through connecting rod 5 respectively with first fixture block 6 and second fixture block 11 rigid coupling, gag lever post 4 and recess 17 looks adaptation.
The connecting plate 7 is connected between the first clamping block 6 and the second clamping block 11, the installation is convenient and quick, the limiting rod 4 stretches into the groove 17 on the connecting body 9 to limit the limiting rod, the assembly is convenient, the observation is convenient in a clamping block mode, and the visual field is prevented from being influenced during the assembly.
Further optimizing scheme, symmetry is equipped with coupling assembling between first fixture block 6 and the second fixture block 11, and coupling assembling can dismantle with the connecting plate 7 bottom and be connected.
Further optimizing scheme, coupling assembling includes first spacing groove 13 that first steel sheet 2 top symmetry was seted up, and first spacing groove 13 center rigid coupling has spliced pole 14, and spliced pole 14 overcoat is equipped with spring 15, and spliced pole 14 can dismantle with the connecting plate 7 bottom and be connected.
According to a further optimization scheme, second limiting grooves 16 are symmetrically formed in the bottoms of the connecting plates 7, and the second limiting grooves 16 are detachably connected with the connecting columns 14.
Further optimizing scheme, the symmetry rigid coupling of connecting plate 7 both sides has protruding 8, and chute 12 has been seted up respectively to the side that first fixture block 6 and second fixture block 11 are close to, chute 12 and protruding 8 looks adaptation.
When connecting plate 7 stretches into the middle of first fixture block 6 and second fixture block 11, the second spacing groove 16 cover of connecting plate 7 bottom is on spliced pole 14, further implement spacingly to it, slip when preventing the assembly, protruding 8 of connecting plate 7 in the in-process that moves down slides between first fixture block 6 and second fixture block 11 simultaneously, second spacing groove 16 begins to contact with spliced pole 14 during the slip, slowly extrude spring 15, until protruding 8 slides into chute 12, spring 15 is in compressed state this moment, increase the stability of linking between protruding 8 and the chute 12.
In a further optimization scheme, a plurality of transverse ribs 20 are fixedly connected in the wall body 1, a plurality of longitudinal ribs 19 are fixedly connected on the transverse ribs 20, and two ends of each longitudinal rib 19 are fixedly connected with the first steel plate 2 and the second steel plate 3 respectively.
The transverse ribs 20 and the longitudinal ribs 19 are bound together in a staggered manner, corrugated plates are arranged in the transverse ribs, the corrugated plates are fixedly connected with the first steel plate 2 and the second steel plate 3, then the wall body 1 is integrally poured, the corrugated plates are matched with the transverse ribs 20 and the longitudinal ribs 19 for use, the longitudinal bearing capacity of the corrugated plates is enhanced, and the stability after assembly is ensured.
In the description of the present utility model, it should be understood that the terms "longitudinal," "transverse," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present utility model, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the present utility model.
The above embodiments are only illustrative of the preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model, and various modifications and improvements made by those skilled in the art to the technical solutions of the present utility model should fall within the protection scope defined by the claims of the present utility model without departing from the design spirit of the present utility model.
Claims (8)
1. An assembled buckled plate reinforced concrete power consumption shear force wall, its characterized in that: including wall body (1), wall body (1) top rigid coupling has first steel sheet (2), first steel sheet (2) top symmetry rigid coupling has joint portion, joint portion top is equipped with connecting plate (7), connecting plate (7) with joint portion looks adaptation, connecting plate (7) top rigid coupling has connector (9), recess (17) have been seted up to connector (9) both ends symmetry, recess (17) with joint portion looks adaptation, through-hole (10) have been seted up to connector (9) bilateral symmetry, through-hole (10) run through recess (17), detachable in through-hole (10) have bolt (18), wall body (1) bottom rigid coupling has second steel sheet (3).
2. The fabricated corrugated board reinforced concrete energy-dissipating shear wall of claim 1, wherein: the clamping part comprises a first clamping block (6) fixedly connected with the top of the first steel plate (2), a second clamping block (11) is arranged on one side of the first clamping block (6), the second clamping block (11) is fixedly connected with the first steel plate (2), and the connecting plate (7) is detachably connected between the first clamping block (6) and the second clamping block (11).
3. The fabricated corrugated board reinforced concrete energy dissipating shear wall of claim 2, wherein: the clamping part further comprises a limiting rod (4) fixedly connected with the top of the first steel plate (2), the limiting rod (4) is fixedly connected with the first clamping block (6) and the second clamping block (11) through a connecting rod (5), and the limiting rod (4) is matched with the groove (17).
4. The fabricated corrugated board reinforced concrete energy-dissipating shear wall of claim 3, wherein: the connecting assembly is symmetrically arranged between the first clamping block (6) and the second clamping block (11), and the connecting assembly is detachably connected with the bottom of the connecting plate (7).
5. The fabricated corrugated board reinforced concrete energy-dissipating shear wall of claim 4, wherein: the connecting assembly comprises first limit grooves (13) symmetrically formed in the top of the first steel plate (2), connecting columns (14) are fixedly connected to the centers of the first limit grooves (13), springs (15) are sleeved outside the connecting columns (14), and the connecting columns (14) are detachably connected with the bottoms of the connecting plates (7).
6. The fabricated corrugated board reinforced concrete energy dissipating shear wall of claim 5, wherein: second limiting grooves (16) are symmetrically formed in the bottoms of the connecting plates (7), and the second limiting grooves (16) are detachably connected with the connecting columns (14).
7. The fabricated corrugated board reinforced concrete energy dissipating shear wall of claim 6, wherein: the two sides of the connecting plate (7) are symmetrically and fixedly connected with bulges (8), one sides, close to the first clamping blocks (6) and the second clamping blocks (11), of the connecting plate are respectively provided with a chute (12), and the chute (12) is matched with the bulges (8).
8. The fabricated corrugated board reinforced concrete energy-dissipating shear wall of claim 1, wherein: a plurality of transverse ribs (20) are fixedly connected in the wall body (1), a plurality of longitudinal ribs (19) are fixedly connected on the transverse ribs (20), and two ends of each longitudinal rib (19) are fixedly connected with the first steel plate (2) and the second steel plate (3) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223538340.9U CN219011608U (en) | 2022-12-29 | 2022-12-29 | Assembled buckled plate reinforced concrete power consumption shear force wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223538340.9U CN219011608U (en) | 2022-12-29 | 2022-12-29 | Assembled buckled plate reinforced concrete power consumption shear force wall |
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| CN219011608U true CN219011608U (en) | 2023-05-12 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117905194A (en) * | 2024-03-13 | 2024-04-19 | 西南石油大学 | Assembled wall and assembling method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117905194A (en) * | 2024-03-13 | 2024-04-19 | 西南石油大学 | Assembled wall and assembling method |
| CN117905194B (en) * | 2024-03-13 | 2024-05-28 | 西南石油大学 | Assembled wall and assembling method |
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