The connection between the blue brick walls and the main structure of the antique-style building

Abstract

This utility model provides a method for connecting an antique-style brick wall to its main structure. The method includes a main wall and bricks. A steel reinforcement frame is fixedly installed on one side of the main wall. Several layers of bricks are evenly laid on the side of the main wall with the steel reinforcement frame, with a certain number of bricks in each layer. The bricks are fixedly connected to the main wall and the steel reinforcement frame. This utility model effectively and reliably connects the brick wall of an ancient building facade to the main structure of a modern building, allowing the wall to satisfy both the artistic effect of the ancient building and the structural safety and functional requirements of the modern building.

Description

Technical Field

[0001] This utility model relates to the field of architecture, and in particular to a method for connecting the blue brick wall of an antique building to the main structure. Background Technology

[0002] Currently, some antique-style buildings are usually constructed by first building the main structure, and then building the brick walls by laying the foundation and then building the brick walls upwards. However, this method is slow, has high labor costs, and the connection between the brick walls and the main structure of the modern building is not very strong. Utility Model Content

[0003] To solve the above-mentioned technical problems, this utility model provides a connection between the blue brick wall and the main structure of an antique building, including a main wall and blue bricks. A steel reinforcement frame is fixedly installed on one side of the main wall. Several layers of blue bricks are evenly laid on the side of the main wall where the steel reinforcement frame is installed. Several blue bricks are set in each layer. The blue bricks are fixedly connected to the main wall and the steel reinforcement frame.

[0004] Several layers of pre-embedded holes are evenly opened on one side of the main wall, and several pre-embedded holes are set in each layer. The steel reinforcement skeleton is fixedly connected to the pre-embedded holes.

[0005] The steel reinforcement cage includes steel bar 1, steel bar 2, steel bar 3 and binding member. One end of steel bar 1 is inserted into the corresponding pre-embedded hole, and the other end of steel bar 1 is fixedly installed between two adjacent layers of blue bricks. Steel bar 2 and steel bar 3 are laid in parallel above the side of each layer where steel bar 1 connects to the blue brick. Steel bar 2 and steel bar 3 are fixedly connected to steel bar 1 by binding member. Steel bar 2, steel bar 3 and binding member are fixedly installed between two adjacent layers of blue bricks.

[0006] The space between the pre-embedded hole and the corresponding reinforcing bar is filled with non-shrink mortar.

[0007] The adjacent blue bricks are fixedly connected by lime plaster.

[0008] The blue bricks are fixedly connected to the main wall, steel bars 1, 2, and 3, and the binding components using lime plaster.

[0009] Compared with the prior art, the present invention has the following beneficial effects:

[0010] The overall design of this utility model can effectively and reliably connect the blue brick wall of the ancient building facade with the main structure of the modern building, so that the wall can satisfy both the artistic effect of the ancient building and the structural safety performance and functional use of the modern building. Attached Figure Description

[0011] Figure 1 This is a schematic diagram of the overall end face cross-section structure of this utility model.

[0012] Figure 2 This is a schematic diagram of the steel reinforcement skeleton structure of this utility model.

[0013] Figure 3 This is a partially enlarged structural diagram of point A of this utility model.

[0014] Figure 4 This is a partially enlarged structural diagram of section B of this utility model.

[0015] In the picture:

[0016] Main wall 1, pre-embedded holes 2, non-shrink mortar 3, steel bar 1 4, steel bar 2 5, steel bar 3 6, binding parts 7, blue bricks 8, white lime plaster 9. Detailed Implementation

[0017] To enable those skilled in the art to better understand the present invention, the technical solutions in the embodiments of the present invention will be clearly and completely described below. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort should fall within the protection scope of the present invention.

[0018] The present invention will be further described below with reference to the accompanying drawings:

[0019] Example:

[0020] As attached Figure 1 To be continued Figure 4 As shown:

[0021] This utility model provides a connection between an antique-style brick wall and the main structure, including a main wall 1 and bricks 8. A steel frame is fixedly installed on one side of the main wall 1. Several layers of bricks 8 are evenly laid on the side of the main wall 1 where the steel frame is installed (forming an antique decoration). Several bricks 8 are set in each layer. The bricks 8 are fixedly connected to the main wall 1 and the steel frame.

[0022] Specifically, the outer surface of the blue brick 8 is decorated with antique patterns.

[0023] Several layers of pre-embedded holes 2 are evenly opened on one side of the main wall 1. Each layer of pre-embedded holes 2 has several holes, and the steel reinforcement skeleton is fixedly connected to the pre-embedded holes 2.

[0024] The steel reinforcement cage includes steel bar 1 (4), steel bar 2 (5), steel bar 3 (6) and binding member 7. One end of steel bar 1 (4) is inserted into the corresponding pre-embedded hole 2, and the other end of steel bar 1 (4) is fixedly installed between two adjacent layers of blue bricks 8. Steel bar 2 (5) and steel bar 3 (6) are laid in parallel above the side where steel bar 1 (4) connects to blue brick 8 in each layer. Steel bar 2 (5) and steel bar 3 (6) are fixedly connected to steel bar 1 (4) through binding member 7. Steel bar 2 (5) and steel bar 3 (6) and binding member 7 are fixedly installed between two adjacent layers of blue bricks 8.

[0025] Specifically, steel bars 1-4, 2-5, and 3-6 form tie points with the ancient brick wall, and the tie points are arranged in a staggered pattern; steel bars 2-5 and 3-6 are tied to steel bar 1-4 to achieve mutual tie between the ancient brick wall and the concrete structure, ensuring the stability of the ancient brick wall.

[0026] The space between the pre-embedded hole 2 and the corresponding steel bar 4 is filled with non-shrink mortar 3 (to improve the bonding force between the steel bar 4 and the main wall 1).

[0027] Adjacent blue bricks 8 are fixedly connected by white lime plaster 9.

[0028] The blue bricks 8 are fixedly connected to the main wall 1, steel bars 1 and 4, steel bars 2 and 5, steel bars 3 and 6 and binding parts 7 with white lime plaster 9;

[0029] By applying lime paste 9, the gaps between the blue bricks 8 can be filled, increasing the stability of the entire structure, absorbing and dispersing some of the stress, and improving the overall load-bearing capacity.

[0030] In this embodiment, the main wall 1 (main structural wall) is first constructed. Pre-embedded holes 2 with a diameter of 20mm are drilled at horizontal intervals of 1000mm and vertical intervals of 500mm on the main wall 1. A 6mm diameter steel bar 4 is inserted into the pre-embedded holes 2, and the holes are filled with non-shrink mortar 3. Then, a blue brick wall 8 is constructed using lime plaster 9. Every 500mm of blue brick 8, two 6mm diameter steel bars 5 and 6 are installed and tied to the steel bar 4. After the blue brick wall 8 is completed, the joints are grouted using lime plaster 9, ensuring a full and smooth finish.

[0031] Any technical solution that achieves the above-mentioned technical effects by utilizing the technical solution described in this utility model, or by designing a similar technical solution inspired by the technical solution described in this utility model, falls within the protection scope of this utility model.

Claims

1. The connection between the blue brick wall and the main structure of the antique-style building is characterized by: It includes a main wall (1) and blue bricks (8). A steel reinforcement frame is fixedly installed on one side of the main wall (1). Several layers of blue bricks (8) are evenly laid on the side of the main wall (1) where the steel reinforcement frame is installed. Several blue bricks (8) are set in each layer. The blue bricks (8) are fixedly connected to the main wall (1) and the steel reinforcement frame.

2. The connection between the antique-style brick wall and the main structure as described in claim 1, characterized in that: The main wall (1) has several layers of pre-embedded holes (2) evenly opened on one side. Each layer of pre-embedded holes (2) has several holes, and the steel reinforcement skeleton is fixedly connected to the pre-embedded holes (2).

3. The connection between the antique-style brick wall and the main structure as described in claim 2, characterized in that: The steel reinforcement cage includes steel bar 1 (4), steel bar 2 (5), steel bar 3 (6) and binding member (7). One end of steel bar 1 (4) is inserted into the corresponding pre-embedded hole (2), and the other end of steel bar 1 (4) is fixedly installed between two adjacent layers of blue bricks (8). Steel bar 2 (5) and steel bar 3 (6) are laid in parallel above the connection side between steel bar 1 (4) and blue brick (8) in each layer. Steel bar 2 (5) and steel bar 3 (6) are fixedly connected to steel bar 1 (4) through binding member (7). Steel bar 2 (5), steel bar 3 (6) and binding member (7) are fixedly installed between two adjacent layers of blue bricks (8).

4. The connection between the antique-style brick wall and the main structure as described in claim 3, characterized in that: The pre-embedded hole (2) and the corresponding steel bar (4) are filled with non-shrink mortar (3).

5. The connection between the antique-style brick wall and the main structure as described in claim 1, characterized in that: The adjacent blue bricks (8) are fixedly connected by lime plaster (9).

6. The connection between the antique-style brick wall and the main structure as described in claim 3, characterized in that: The blue bricks (8) are fixedly connected to the main wall (1), steel bars one (4), steel bars two (5), steel bars three (6) and binding pieces (7) by white lime plaster (9).

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