Brick curtain wall structure

Abstract

The utility model relates to a brick curtain wall structure, aiming to solve the technical problem that the brick curtain wall of the current traditional bricklaying method requires a load-bearing carrier and cannot be built on higher floors. The structure comprises a keel steel frame, a U-shaped steel frame, tie bars, curtain wall bricks and L-shaped angle steel; two keel steel frames are symmetrically arranged; both sides of the vertical section of the rear end of the U-shaped steel frame are welded to the bottom front ends of the two keel steel frames; a plurality of tie bars are welded to the inner bottom walls of the U-shaped steel frames in sequence; a plurality of curtain wall bricks are sleeved on the plurality of tie bars in sequence through the holes provided; a plurality of curtain wall bricks are laid in sequence; a plurality of through holes provided on the horizontal section of the L-shaped angle steel are sleeved on the plurality of tie bars; the vertical section of the L-shaped angle steel is welded to the top front ends of the two keel steel frames. The utility model has the advantages that the keel steel frame is used as a connection basis, the U-shaped steel frame and the L-shaped angle steel clamp the laid curtain wall bricks and bear the load together, the tie bars enhance the load-bearing effect, and the structure can be used for the exterior walls of high-rise buildings.

Description

Technical Field

[0001] The utility model relates to the technical field of brick curtain walls, in particular to a brick curtain wall structure. Background Art

[0002] The curtain wall is the exterior wall of a building, and the brick curtain wall is a curtain wall made of bricks.

[0003] Brick curtain walls are usually used on the outside of the main structure, and are generally covered on the surface of the main structure. Ordinary brick curtain walls use traditional bricklaying methods, require load-bearing carriers, and cannot be used on higher floors.

[0004] In view of this, we propose a brick curtain wall structure. Utility Model Content

[0005] The utility model aims to overcome the deficiencies of the prior art, meet practical needs, and provide a brick curtain wall structure to solve the technical problem that the brick curtain wall of the current traditional bricklaying method requires a load-bearing carrier and cannot be built on higher floors.

[0006] In order to achieve the purpose of the utility model, the technical solution adopted by the utility model is: designing a brick curtain wall structure, including a keel steel frame, a U-shaped steel frame, tie bars, curtain wall bricks and L-shaped angle steel;

[0007] The two keel steel frames are arranged symmetrically;

[0008] The two sides of the vertical section at the rear end of the U-shaped steel frame are welded to the front ends of the bottoms of the two keel steel frames;

[0009] A plurality of tie bars are welded to the inner bottom wall of the U-shaped steel frame in sequence;

[0010] A plurality of curtain wall bricks are sequentially sleeved on a plurality of tie bars through the holes provided;

[0011] Wherein, a number of the curtain wall bricks are laid in sequence;

[0012] A plurality of through holes formed on the horizontal section of the L-shaped angle steel are sleeved on a plurality of the tie bars;

[0013] Wherein, the vertical section of the L-shaped angle steel is welded to the top front end of the two keel steel frames.

[0014] Preferably, reinforcement steel plates are arranged at both ends of the outer side of the vertical section of the L-shaped angle steel and at both ends of the outer side of the rear end vertical section of the U-shaped steel frame;

[0015] Wherein, the reinforcement steel plate is fixedly connected to the keel steel frame by self-tapping screws.

[0016] Compared with the prior art, the beneficial effects of the utility model are:

[0017] 1. The utility model has the advantages of arranging a keel steel frame, a U-shaped steel frame, tie bars, curtain wall bricks and L-shaped angle steels, wherein the keel steel frame is used as a connection basis, the U-shaped steel frame and the L-shaped angle steels clamp the laid curtain wall bricks to bear the load together, and the tie bars enhance the load-bearing effect, and can be used for the exterior walls of high-rise buildings, thereby solving the problem that the brick curtain wall of the traditional bricklaying method requires a load-bearing carrier and cannot be built on higher floors.

[0018] 2. The utility model provides reinforcing steel plates and self-tapping screws, and has the advantage that after the U-shaped steel frame and the L-shaped angle steel are welded to the keel steel frame, the U-shaped steel frame and the L-shaped angle steel are reinforced in the front and back and upward directions by fixing the reinforcing steel plates to the keel steel frame, so that the U-shaped steel frame and the L-shaped angle steel are further kept stable after installation. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0020] Figure 2 This is a schematic diagram of the U-shaped steel frame connection structure of the utility model;

[0021] Figure 3 This is a schematic diagram of the L-shaped angle steel connection structure of the utility model;

[0022] In the figure: 1. Keel steel frame; 2. U-shaped steel frame; 3. Tie bars; 4. Curtain wall bricks; 5. L-shaped angle steel; 6. Reinforcement steel plate; 7. Self-tapping screws;

[0023] 501. Perforation. DETAILED DESCRIPTION

[0024] The utility model is further described below in conjunction with the accompanying drawings and embodiments:

[0025] Example 1: A brick curtain wall structure, see Figures 1 to 3 , including a keel steel frame 1, a U-shaped steel frame 2, tie bars 3, curtain wall bricks 4 and L-shaped angle steels 5;

[0026] Two keel steel frames 1 are arranged symmetrically; the keel steel frames 1 are fixed on the outer wall of the building; both sides of the vertical section of the rear end of the U-shaped steel frame 2 are welded to the bottom front end of the two keel steel frames 1; a number of tie bars 3 are welded to the inner bottom wall of the U-shaped steel frame 2 in sequence; a number of curtain wall bricks 4 are sequentially sleeved on the number of tie bars 3 through the holes opened; wherein, a number of curtain wall bricks 4 are sequentially laid together; a number of through holes 501 opened on the horizontal section of the L-shaped angle steel 5 are sleeved on the number of tie bars 3; wherein, the vertical section of the L-shaped angle steel 5 is welded to the top front end of the two keel steel frames 1.

[0027] The utility model arranges a keel steel frame 1, a U-shaped steel frame 2, tie bars 3, curtain wall bricks 4 and L-shaped angle steels 5. The keel steel frame 1 is used as a connection basis, the U-shaped steel frame 2 and the L-shaped angle steels 5 clamp the laid curtain wall bricks 4 to bear the load together, and the tie bars 3 enhance the load-bearing effect. The utility model has the advantage of being able to be used for the exterior walls of high-rise buildings, and solves the problem that the brick curtain wall of the traditional bricklaying method requires a load-bearing carrier and cannot be built on higher floors.

[0028] Specifically, reinforcement steel plates 6 are arranged at both ends of the outer side of the vertical section of the L-shaped angle steel 5 and at both ends of the outer side of the rear end vertical section of the U-shaped steel frame 2 ; wherein the reinforcement steel plates 6 are fixedly connected to the keel steel frame 1 by self-tapping screws 7 .

[0029] The utility model provides a reinforcing steel plate 6 and a self-tapping screw 7, and has the advantage that after the U-shaped steel frame 2 and the L-shaped angle steel 5 are welded to the keel steel frame 1, the U-shaped steel frame 2 and the L-shaped angle steel 5 are reinforced in the front and back and upward directions by fixing the reinforcing steel plate 6 to the keel steel frame 1, so that the U-shaped steel frame 2 and the L-shaped angle steel 5 are further kept stable after installation.

[0030] Working principle: using the device of the utility model, two keel steel frames 1 are symmetrically fixed on the outer wall of the building, the two sides of the vertical section of the rear end of the U-shaped steel frame 2 are welded to the bottom front end of the two keel steel frames 1, a layer of curtain wall bricks 4 is arranged on the U-shaped steel frame 2, and the position of the tie bar 3 is determined according to the drawings and the position of the perforation 501 of the curtain wall bricks 4, the tie bar 3 is vertically welded to the U-shaped steel frame 2, and the tie bar 3 is perpendicular to the U-shaped steel frame 2, and the perforations 501 on the curtain wall bricks 4 pass through multiple tie bars 3 in sequence to build the wall in rows; after the curtain wall bricks 4 are built to a certain number of layers as shown in the drawings, a number of perforations 501 opened on the horizontal section of the L-shaped angle steel 5 are sleeved on a number of tie bars 3, and the horizontal section of the L-shaped angle steel 5 contacts the uppermost layer of curtain wall bricks 4, the tie bar 3 is welded to the L-shaped angle steel 5, and the vertical section of the L-shaped angle steel 5 is welded to the top front end of the two keel steel frames 1; the reinforcing steel plate 6 is fixed by self-tapping screws 7 after contacting the keel steel frame 1.

[0031] The embodiments of the present invention disclose preferred embodiments, but are not limited thereto. A person skilled in the art can easily understand the spirit of the present invention based on the above embodiments and make different extensions and changes. However, as long as they do not deviate from the spirit of the present invention, they are all within the protection scope of the present invention.

Claims

1. A brick curtain wall structure, characterized in that: include: Two keel steel frames (1), arranged symmetrically; The U-shaped steel frame (2) has two sides of a rear vertical section welded to the bottom front ends of the two keel steel frames (1); A plurality of tie bars (3) are welded in sequence to the inner bottom wall of the U-shaped steel frame (2); A plurality of curtain wall bricks (4) are sequentially sleeved onto the plurality of tie bars (3) through the holes provided; Wherein, a plurality of the curtain wall bricks (4) are laid in sequence; An L-shaped angle steel (5), with a plurality of through holes (501) formed on the horizontal section, which are sleeved onto a plurality of tie bars (3); Wherein, the vertical section of the L-shaped angle steel (5) is welded to the top front end of the two keel steel frames (1).

2. A brick curtain wall structure as claimed in claim 1, characterized in that: Reinforcement steel plates (6) are arranged at both ends of the outer side of the vertical section of the L-shaped angle steel (5) and at both ends of the outer side of the rear end vertical section of the U-shaped steel frame (2); Wherein, the reinforcing steel plate (6) is fixedly connected to the keel steel frame (1) via self-tapping screws (7).

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