CN218667861U

CN218667861U - Anti-seismic energy-saving building structure

Info

Publication number: CN218667861U
Application number: CN202123167794.5U
Authority: CN
Inventors: 王维; 王汁汁; 左彩霞
Original assignee: Chongqing Vocational College Of Architecture And Technology
Current assignee: Anhui Jusen Construction Co ltd
Priority date: 2021-12-16
Filing date: 2021-12-16
Publication date: 2023-03-21
Anticipated expiration: 2031-12-16

Abstract

The utility model discloses an energy-conserving building structure of antidetonation, its characterized in that: the reinforced concrete wall comprises a first wall body, a second wall body, a reinforced column and a reinforcing frame; the reinforcing frame comprises an inner L-shaped plate, an outer L-shaped plate and two connecting walls, wherein the inner L-shaped plate and the outer L-shaped plate are connected into a whole through the two connecting walls, and a first side groove, a middle cavity and a second side groove are formed in the reinforcing frame; one end of the first wall body is inserted into the first side groove and is fixedly built; the reinforcing steel bar column is positioned in the middle cavity, and one end of the second wall body is inserted into the second side groove and is fixedly built; and concrete is filled in a gap between the inner wall of the middle cavity and the steel bar column. The utility model discloses can improve the intensity of wall body and steel column connection department, reinforcing shock resistance packs the concrete in the clearance between reinforcement frame and wall body and steel column simultaneously, does not need extra formwork and form removal, and work load is little, can avoid the template loss, and is more energy-concerving and environment-protective, improves the efficiency of construction.

Description

Anti-seismic energy-saving building structure

Technical Field

The utility model belongs to an energy-conserving building structure of antidetonation.

Background

Reference is made to fig. 1-2, which is a conventional building structure including a first brick wall (N-1), a second brick wall (N-2), and a column of reinforced concrete (N-3), wherein the first brick wall (N-1) and the second brick wall (N-2) are respectively laid with the column of reinforced concrete (N-3). The building structure has the following defects:

firstly, the strength of the joint of the first brick wall (N-1) or/and the second brick wall (N-2) and the reinforced concrete column (N-3) is limited, and the strength is insufficient, so that the seismic capacity is weak;

secondly, the reinforced concrete column (N-3) adopts reinforced concrete, so that the form removal is needed after the pouring, the workload is large, and the problem of template loss exists.

SUMMERY OF THE UTILITY MODEL

In order to solve one or more defects in the prior art, the utility model provides an energy-conserving building structure of antidetonation.

In order to achieve the above object, the utility model provides an energy-conserving building structure of antidetonation, its characterized in that: the wall comprises a first wall body (1), a second wall body (2), a reinforced column (3) and a reinforcing frame (4); the reinforcing frame (4) comprises an outer L-shaped plate (4-1), an inner L-shaped plate (4-2) and two connecting walls (4-3), the outer L-shaped plate (4-1) and the inner L-shaped plate (4-2) are arranged at intervals, the outer L-shaped plate (4-1) and the inner L-shaped plate (4-2) are connected into a whole through the two connecting walls (4-3), and a first side groove (401), a middle cavity (402) and a second side groove (403) are formed in the reinforcing frame (4); one end of the first wall body (1) is inserted into the first side groove (401) and is fixedly laid, the reinforcing steel bar columns (3) are positioned in the middle cavity (402), and one end of the second wall body (2) is inserted into the second side groove (403) and is fixedly laid; and concrete is filled in a gap between the inner wall of the middle cavity (402) and the steel bar column (3).

Preferably, the reinforcing frame (4) is provided with a plurality of splicing parts which are sequentially spliced from bottom to top.

As a first preferred solution, the connecting wall (4-3) is an S-shaped plate.

As a second preferred solution, the connecting wall (4-3) is a C-shaped plate.

As a third preferred scheme, the middle part of the connecting wall (4-3) is a circular cylinder.

Preferably, the steel bar column (3) comprises four vertical bars (3-1) and a plurality of stirrups (3-2), the four vertical bars (3-1) are distributed in a rectangular or circular shape, and each stirrup (3-2) is sleeved on the periphery of each vertical bar (3-1) and is distributed at intervals along the vertical direction.

The utility model has the advantages that:

firstly, the utility model can improve the strength of the joint of the first wall body or/and the second wall body and the steel bar column, and can integrally enhance the shock resistance;

secondly, the utility model fills the concrete in the gap between the reinforcing frame and the first wall or between the second wall and the steel bar column, so that additional formwork support and formwork removal are not needed, the workload is small, the template loss can be avoided, the energy is saved, the environment is protected, and the construction efficiency is improved;

third, the utility model discloses make the steel column 3 and the fixed structure as an organic whole of reinforcement frame 4 after concrete placement, can wholly promote intensity, improve anti-seismic performance, and should consolidate frame 4 and can regard as concrete protection layer and waterproof layer, promote the building life-span.

Drawings

Fig. 1 is a prior art conventional building structure.

Fig. 2 is an enlarged view of a point a in fig. 1.

Fig. 3 is a top view of a building structure according to an embodiment of the present invention.

Fig. 4 is an enlarged view of fig. 3 at B.

Fig. 5 is a perspective view of a building structure according to a first embodiment of the present invention.

Fig. 6 is an enlarged view at C in fig. 5.

Fig. 7 is a top view of a reinforcement frame according to an embodiment of the present invention.

Fig. 8 is a perspective view of a reinforcing frame according to a first embodiment of the present invention.

Fig. 9 is a top view of a reinforcement frame according to a second embodiment of the present invention.

Fig. 10 is a plan view of a third embodiment of the present invention.

Fig. 11 is a top view of a fourth embodiment of the present invention.

Detailed Description

The invention will be further explained with reference to the following figures and examples:

the first embodiment is as follows: referring to fig. 1 to 8, an earthquake-resistant and energy-saving building structure includes a first wall 1, a second wall 2, a steel reinforced column 3, and a reinforcing frame 4.

In the present embodiment, the first wall 1 and the second wall 2 are brick walls.

In this embodiment, the reinforcing frame 4 includes an outer L-shaped plate 4-1, an inner L-shaped plate 4-2, and two connecting walls 4-3, the outer L-shaped plate 4-1 and the inner L-shaped plate 4-2 are arranged at equal intervals, the outer L-shaped plate 4-1 and the inner L-shaped plate 4-2 are connected into a whole through the two connecting walls 4-3, and a first side groove 401, a middle cavity 402, and a second side groove 403 are formed in the reinforcing frame 4; one end of the first wall 1 is inserted into the first side groove 401 and is fixedly connected (e.g., bonded with cement, etc.), the reinforcement bar 3 is located in the middle cavity 402, and one end of the second wall 2 is inserted into the second side groove 403 and is fixedly connected (e.g., bonded with cement, etc.); and concrete is filled in a gap between the inner wall of the middle cavity 402 and the reinforced bar column 3.

In this embodiment, the reinforcing frame 4 has a plurality of and from the top to the bottom splice in proper order, is equivalent to form the circumference external mold of pouring at the periphery of reinforced bar post 3.

In the embodiment, the reinforcing frame 4 is arranged, so that the strength of the joint of the first wall body or/and the second wall body and the steel bar column can be improved, and the shock resistance can be integrally enhanced; meanwhile, the

side grooves

401 and 402 and the second side groove 403 of the reinforcing frame 4 respectively clamp the end parts of the first wall body and the second wall body, and the end parts of the first wall body and the second wall body are not easy to break.

In this embodiment at the middle chamber 402 inner wall of reinforcement frame with pack the concrete in the clearance between the steel column 3, do not need extra formwork and form removal, work load is little, can avoid the template loss, and more energy-concerving and environment-protective improves the efficiency of construction, makes steel column 3 and reinforcement frame 4 fixed as an organic whole after the pouring simultaneously, can wholly promote intensity, improves anti-seismic performance, and this reinforcement frame 4 can regard as concrete protection layer and waterproof layer, promotes the building life.

Referring to fig. 8, in the present embodiment, the connecting wall 4-3 has a circular cylindrical shape in the middle. The circular cylinder can elastically deform after external force, absorb the energy of shock waves and absorb the shock waves in multiple directions, and the influence of earthquake action on a building structure is reduced.

In this embodiment, the steel bar column 3 includes four studs 3-1 and a plurality of stirrups 3-2, the four studs 3-1 are distributed in a rectangular or circular shape, and each stirrup 3-2 is sleeved on the periphery of the four studs 3-1 and is distributed at intervals along the vertical direction.

Further, the inner wall of the first side groove 401 or the second side groove 403 is provided with a limiting convex part 4-4. Be used for like this when laying bricks or stones spacing to the fragment of brick of inserting first side groove 401 or second side groove 403 in, guarantee to have sufficient marl space to control and guarantee that the step connects the bonding strength after fixing, also avoid the marl too little and intensity is not enough, also controlled simultaneously and inserted the wall of laying bricks to inserting first side groove 401 volume of stretching into, can be convenient for guarantee construction process's strict technical requirement, and guarantee to reach the designing requirement.

Example two: referring to fig. 9, the present embodiment is substantially the same as the first embodiment, except that: the connecting wall 4-3 is a flat plate.

Example three: referring to fig. 10, the present embodiment is substantially the same as the first embodiment, except that: the connecting wall 4-3 is an S-shaped plate.

Example four: referring to fig. 11, the present embodiment is substantially the same as the first embodiment, except that: the connecting wall 4-3 is a C-shaped plate.

The foregoing has described in detail preferred embodiments of the present invention. It should be understood that numerous modifications and variations can be devised by those skilled in the art in light of the teachings of the present invention without undue experimentation. Therefore, the technical solutions that can be obtained by a person skilled in the art through logic analysis, reasoning or limited experiments based on the prior art according to the concepts of the present invention should be within the scope of protection defined by the claims.

Claims

1. An energy-conserving building structure of antidetonation which characterized in that: comprises a first wall body (1), a second wall body (2), a steel bar column (3) and a reinforcing frame (4);

the reinforcing frame (4) comprises an outer L-shaped plate (4-1), an inner L-shaped plate (4-2) and two connecting walls (4-3), the outer L-shaped plate (4-1) and the inner L-shaped plate (4-2) are arranged at intervals, the outer L-shaped plate (4-1) and the inner L-shaped plate (4-2) are connected into a whole through the two connecting walls (4-3), and a first side groove (401), a middle cavity (402) and a second side groove (403) are formed in the reinforcing frame (4);

one end of the first wall body (1) is inserted into the first side groove (401) and is fixedly built; the reinforcing steel bar column (3) is positioned in the middle cavity (402); one end of the second wall body (2) is inserted into the second side groove (403) and is fixedly built; and concrete is filled in a gap between the inner wall of the middle cavity (402) and the steel bar column (3).

2. An earthquake-resistant energy-saving building structure as defined in claim 1, wherein: the reinforcing frame (4) is provided with a plurality of pieces which are sequentially spliced from bottom to top.

3. An earthquake-resistant energy-saving building structure as defined in claim 1, wherein: the connecting wall (4-3) is an S-shaped plate.

4. An earthquake-resistant energy-saving building structure as defined in claim 1, wherein: the connecting wall (4-3) is a C-shaped plate.

5. An earthquake-resistant energy-saving building structure as defined in claim 1, wherein: the middle part of the connecting wall (4-3) is a round cylinder.

6. An earthquake-resistant energy-saving building structure as defined in any one of claims 1 to 5, wherein: the steel bar column (3) comprises four vertical bars (3-1) and a plurality of stirrups (3-2), the four vertical bars (3-1) are distributed in a rectangular or circular shape, and each stirrup (3-2) is sleeved on the periphery of each vertical bar (3-1) and is distributed at intervals along the vertical direction.