CN212534645U

CN212534645U - Shear force wall building structure

Info

Publication number: CN212534645U
Application number: CN202020522953.5U
Authority: CN
Inventors: 陈仁涛; 黄蕾
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-04-10
Filing date: 2020-04-10
Publication date: 2021-02-12
Anticipated expiration: 2030-04-10

Abstract

The utility model discloses a shear force wall building structure, including concrete layer and frame construction, concrete layer inside is fixed with frame construction, concrete layer includes concrete cushion and concrete-based layer, concrete-based layer has been pour to concrete cushion top surface, frame construction includes four girders and a plurality of steel hoop, four angle such as girder is fixed in concrete cushion corner, four girder outer wall equidistance is fixed with a plurality of steel hoops through the steel wire, the concrete cushion top surface corresponds two girder place position equidistance with one side and locates the equidistance and be fixed with a plurality of longitudinal bars. The utility model discloses in, be fixed with horizontal muscle No. two through the outer wall at curved muscle, be fixed with the circle muscle through the steel wire at horizontal muscle No. two with curved muscle junction outer wall, can make and pour concrete basic unit in whole frame construction's inside, can make the shock resistance that prevents wind reinforcing of whole shear force wall, solved and adopted the problem that the security that frame construction built the house is low in many strong wind earthquake areas.

Description

Shear force wall building structure

Technical Field

The utility model relates to a building shear force wall technical field, concretely relates to shear force wall building structure.

Background

The shear wall is also called as a wind-resistant wall, an earthquake-resistant wall or a structural wall, and is a wall body which mainly bears horizontal load and vertical load caused by wind load or earthquake action in a house or a structure and prevents the shear damage of the structure.

When a multi-layer self-living house is covered in an existing multi-earthquake area, a traditional brick-concrete structure is usually abandoned, and a frame structure is adopted for covering the house, so that after a concrete cushion layer at the bottom layer is poured, the frame at the bottom layer needs to be built and then is poured upwards in sequence due to the fact that the area is subjected to multi-earthquake and strong wind, and the house is easily damaged due to different pouring time at the concrete joint when the area is subjected to strong earthquake or strong wind.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a: in order to solve the problem of safety of covering a house by adopting a frame structure in areas with strong wind and earthquakes, a shear wall building structure is provided.

The purpose of the utility model can be realized by the following technical scheme:

a shear wall building structure comprises a concrete layer and a frame structure, wherein the frame structure is fixed inside the concrete layer, the concrete layer comprises a concrete cushion layer and a concrete base layer, and the concrete base layer is poured on the top surface of the concrete cushion layer;

further, the method comprises the following steps: frame construction includes four girders and a plurality of hoops, four angle such as girder is fixed in concrete cushion corner, four girder outer wall equidistance is fixed with a plurality of hoops through the steel wire, is fixed with a plurality of hoops through the outer wall equidistance at four girders, when can increase the stability of four girders, can strengthen the stability of horizontal muscle and No. two horizontal muscle again.

Further, the method comprises the following steps: concrete cushion top corresponds two girder position equidistance with one side and is fixed with a plurality of muscle of indulging, and is a plurality of indulging muscle outer wall corresponds the hoop and is fixed with a plurality of horizontal muscle No. one through the steel wire with the girder junction, through the structure that is fixed with a plurality of horizontal muscle through the steel wire at a plurality of outer walls of indulging the muscle, can increase the horizontal load capacity of whole shear force wall.

Further, the method comprises the following steps: it is a plurality of indulge the muscle top and be fixed with a plurality of curved muscle through the steel wire with horizontal muscle junction, wherein, the curved muscle outer wall that lies in same one side corresponds No. two horizontal muscle of steel hoop position department all through the steel wire is fixed with No. two horizontal muscle, and is a plurality of curved muscle and No. two horizontal muscle junction outer walls all are fixed with the circle muscle through the steel wire, through the structure that has a plurality of curved muscle through the steel wire at the top of a plurality of vertical muscle and horizontal muscle junction, can make the shear force wall when having built the concrete base layer, the anti powerful wind power reinforcing of whole shear force wall for the shear force wall can provide certain horizontal buffering under strong wind weather.

Further, the method comprises the following steps: the concrete cushion top corresponds outer wall position department between two adjacent vertical bars and is fixed with the X muscle, corresponds the structure that outer wall position department between two adjacent vertical bars is fixed with the X muscle through the top surface at the concrete cushion, can make when meetting the earthquake, strengthens whole shear force wall and resist horizontal external force's ability.

Further, the method comprises the following steps: the height of X muscle equals the distance between two adjacent hoops, through highly setting to equal the distance between two adjacent hoops with the X muscle, can make the top of X muscle be connected with horizontal muscle No. one for the shear force wall is when resisting horizontal external force, and is more stable.

The utility model has the advantages that:

1. four main beams are erected at the corners of the concrete cushion layer at equal angles, a plurality of steel hoops are fixed on the outer walls of the four main beams at equal intervals through steel wires, a plurality of longitudinal bars are equidistantly arranged on both sides of the top surface of the concrete cushion layer, a first transverse bar is fixed on the outer wall of each longitudinal bar at the position corresponding to the steel hoop, an X-shaped rib is fixed between the top surface of the concrete cushion layer and two adjacent longitudinal ribs through a steel wire, a bent rib structure is fixed at the joint of the top end of each longitudinal rib and the corresponding first transverse rib through the steel wire, a second transverse rib is fixed at the position of the outer wall of each bent rib corresponding to the position of the steel hoop, the ring ribs are fixed on the outer wall of the joint of the second transverse rib and the bent rib through the steel wire, so that a concrete base layer is poured inside the whole frame structure, the windproof and anti-seismic capacity of the whole shear wall can be enhanced, and the problem of low safety when the frame structure is adopted to build a house in a multi-strong wind earthquake area is solved.

Drawings

The present invention will be further described with reference to the accompanying drawings.

FIG. 1 is a schematic view of the overall structure of a middle shear wall according to the present invention;

FIG. 2 is a schematic view of the internal structure of the middle shear wall according to the present invention;

FIG. 3 is a front view of the inner structure of the middle shear wall of the present invention;

fig. 4 is a top view of the middle shear wall of the present invention.

In the figure: 100. a concrete layer; 110. a concrete cushion; 120. a concrete base layer; 200. a frame structure; 210. a main beam; 220. a steel hoop; 230. a first transverse bar; 240. bending the ribs; 250. looping ribs; 260. longitudinal ribs; 270. a second transverse bar; 280. and (6) X ribs.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely below with reference to 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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.

Referring to fig. 1 to 4, a shear wall building structure includes a concrete layer 100 and a frame structure 200, wherein the frame structure 200 is fixed inside the concrete layer 100, the concrete layer 100 includes a concrete cushion 110 and a concrete base 120, and the concrete base 120 is poured on the top surface of the concrete cushion 110;

frame construction 200 includes four girders 210 and a plurality of hoops 220, and the angle such as four girders 210 is fixed in the concrete cushion 110 corner, and four girder 210 outer wall equidistance are fixed with a plurality of hoops 220 through the steel wire, through being fixed with a plurality of hoops 220 at four girder 210's outer wall equidistance, can increase four girder 210's stability in, can strengthen the stability of horizontal muscle 230 and No. two horizontal muscle 270 again.

The top surface of the concrete cushion 110 corresponds two girders 210 position equidistance with one side and is fixed with a plurality of muscle 260 of indulging, and a plurality of muscle 260 outer walls of indulging correspond hoop 220 and girder 210 junction and are fixed with a plurality of horizontal muscle 230 No. one through the steel wire, are fixed with a plurality of horizontal muscle 230's structure No. one through the steel wire at a plurality of outer walls of indulging muscle 260, can increase the horizontal loading ability of whole shear force wall.

A plurality of 260 tops of indulging the muscle and being fixed with a horizontal muscle 230 junction through the steel wire a plurality of curved muscle 240, wherein, the curved muscle 240 outer wall that lies in same one side all is fixed with No. two horizontal muscle 270 through the steel wire corresponding steel hoop 220 position department, a plurality of curved muscle 240 and No. two horizontal muscle 270 junction outer walls all are fixed with circle muscle 250 through the steel wire, through the top at a plurality of muscle 260 of indulging and a horizontal muscle 230 junction through the structure that the steel wire is fixed with a plurality of curved muscle 240, can make the shear wall when having pour concrete base 120, the anti powerful wind power reinforcing of whole shear wall, make the shear wall under strong wind weather, can provide certain horizontal buffering.

Outer wall position department is fixed with X muscle 280 between two adjacent vertical bars 260 of concrete cushion 110 top surface correspondence, outer wall position department through the top surface at concrete cushion 110 corresponds two adjacent vertical bars 260 between is fixed with the structure of X muscle 280, can make when meetting the earthquake, strengthen the ability that whole shear force wall resisted horizontal external force, X muscle 280 highly equals the distance between two adjacent hoops 220, highly set to equal to the distance between two adjacent hoops 220 through with X muscle 280, can make X muscle 280's top be connected with horizontal muscle 230 No. one, make the shear force wall when resisting horizontal external force, and is more stable.

The working principle is as follows: when the steel-reinforced concrete cushion is used, a user firstly digs the foundation of a house to form the foundation, then ties up the reinforcement of the foundation in the foundation, then pours the concrete cushion 110, then erects four main beams 210 at equal angles at the corners of the concrete cushion 110, fixes a plurality of steel hoops 220 on the outer walls of the main beams 210 at equal intervals by steel wires, erects a plurality of longitudinal ribs 260 on the top surface of the concrete cushion 110 at equal intervals, fixes X ribs 280 between two adjacent longitudinal ribs 260 by steel wires, fixes a first transverse rib 230 on the outer wall of the longitudinal rib 260 corresponding to the position of the steel hoop 220 by steel wires, fixes a bent rib 240 on the outer wall at the top end of the longitudinal rib 260 by steel wires, fixes a second transverse rib 270 on the outer wall of the bent rib 240 corresponding to the position of the steel hoop 220 by steel wires, fixes a ring rib 250 on the outer wall at the joint of the bent rib 240 and the second transverse rib 270 by steel wires, and pours the concrete base layer 120 on the top surface of the concrete cushion 110 after the, the entire operation is completed.

In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The foregoing is illustrative and explanatory only, and various modifications, additions and substitutions as described for the specific embodiments described herein may be made by those skilled in the art without departing from the scope of the invention or exceeding the scope of the invention as defined in the claims.

Claims

1. The shear wall building structure is characterized by comprising a concrete layer (100) and a frame structure (200), wherein the frame structure (200) is fixed inside the concrete layer (100), the concrete layer (100) comprises a concrete cushion layer (110) and a concrete base layer (120), and the concrete base layer (120) is poured on the top surface of the concrete cushion layer (110);

the frame structure (200) comprises four main beams (210) and a plurality of steel hoops (220), the four main beams (210) are fixed at the corners of the concrete cushion (110) at equal angles, and the outer walls of the four main beams (210) are fixed with the plurality of steel hoops (220) at equal intervals through steel wires;

a plurality of longitudinal bars (260) are fixed on the top surface of the concrete cushion (110) at equal intervals at the positions of the two main beams (210) on the same side, and a plurality of first transverse bars (230) are fixed on the outer walls of the longitudinal bars (260) at the joints of the main beams (210) and the steel hoops (220) corresponding to the outer walls of the longitudinal bars;

and X-shaped ribs (280) are fixed at the positions of the top surface of the concrete cushion (110) corresponding to the outer walls between two adjacent longitudinal ribs (260).

2. A shear wall building structure according to claim 1, wherein a plurality of bent ribs (240) are fixed at the joints of the top ends of the longitudinal ribs (260) and the first transverse rib (230) through steel wires, wherein the second transverse rib (270) is fixed at the position, corresponding to the steel hoop (220), of the outer wall of the bent rib (240) on the same side through steel wires, and the ring rib (250) is fixed at the outer wall of the joint of the bent rib (240) and the second transverse rib (270) through steel wires.

3. A shear wall building structure according to claim 1, wherein the height of the X-bars (280) is equal to the distance between two adjacent hoops (220).