Dry wall column wrapping structure

Through staggered masonry and connection measures, the historical information retention problem of clean water wall columns during demolition and reconstruction is solved, and the structural stability and seismic resistance are improved, which is suitable for new buildings.

CN223061819UActive Publication Date: 2025-07-04ZUNBANG CONSTR DESIGN CO LTD
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Patent Information

Application Number
CN202422327520.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-24
Publication Date
2025-07-04
Estimated Expiration
2034-09-24

AI Technical Summary

Technical Problem

In the prior art, the clean water wall columns cannot effectively retain the historical information and sense of vicissitudes of the old building during demolition and reconstruction, and the clean water wall columns of the newly built buildings lack practicality.

Method used

The clean water brick wall is built by staggered joints, and a φ6mm transverse tie bar is connected to the concrete column. The outer wall is set with zippers, and the grout agent is filled in the brick joints. The inner layer is painted, and the steel bar is connected to the concrete column to form a stable clean water wall-covered column structure.

Benefits of technology

By optimizing the masonry process, the historical information and sense of vicissitudes of the old building are preserved, and the stability and seismic resistance of the structure are improved. It is suitable for new buildings and has good practicality.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of building construction, in particular to a bare wall column wrapping structure which comprises a concrete column, a bare brick wall, a pointing joint, a plinth, a transverse tie bar, a painting layer and a steel bar. The header bricks and the headers are arranged and built in a staggered joint lap joint mode. According to the utility model, the masonry method of the column wrapping of the dry wall is optimized, valuable historical information is reserved and continued as far as possible through a forward-rotation masonry mode, the sense of historical viciss of a building is reserved, the distance between an outer wall and a concrete column is conceived in advance according to the size of old bricks, and the masonry bricks are arranged in advance, so that the old bricks are saved, and the construction cost is reduced. Therefore, the problem that how to better keep valuable historical information and keep the sense of historical viciss of the dismantled and rebuilt old building is solved, meanwhile, the dry wall wrapped column construction method is also suitable for newly-built buildings, and good practicability is achieved.
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Description

Technical Field

[0001] The utility model relates to the technical field of building construction, and particularly relates to a structure for covering columns with fair-faced walls. Background Art

[0002] Covering columns with fair-faced walls is a special building construction method, and its main feature lies in its simple and plain appearance. When covering columns with fair-faced walls, materials such as bricks and stones are usually used. Through fine masonry techniques, the outer surface of the column presents the natural texture of the material itself without additional decoration or painting.

[0003] At present, when reconstructing or newly building fair-faced brick walls at the current stage, it is achieved by pasting brick pieces at the positions of columns and beams. However, the bricks removed from old buildings are often not enough to reconstruct the building again, and there are also certain differences between the customized brick pieces and the bricks of old buildings, which cannot solve the problem of how to better retain and continue valuable historical information and the sense of historical vicissitudes of the demolished and reconstructed old buildings.

[0004] Based on this, the utility model designs a structure for covering columns with fair-faced walls to solve the above problems. Content of the Utility Model

[0005] The purpose of the utility model is to solve the disadvantages existing in the prior art, and a structure for covering columns with fair-faced walls is proposed.

[0006] To achieve the above purpose, the utility model provides the following technical solution: A structure for covering columns with fair-faced walls, including a concrete column, a fair-faced brick wall, pointing, plinth, horizontal tie bars, a plaster layer, and steel bars. The fair-faced brick wall is masonry-built on the outer surface of the concrete column. The fair-faced brick wall is built by header bricks and stretcher bricks, and the header bricks and stretcher bricks are arranged and built in a staggered joint overlapping manner.

[0007] As a preferred technical solution of the utility model, there is a pointing between the header bricks and the stretcher bricks, and the pointing is filled with special pointing mortar.

[0008] As a preferred technical solution of the utility model, a plinth is arranged at the wall foot of the outer wall of the fair-faced brick wall, and the specification of the fair-faced brick wall bricks is 210x105x40mm.

[0009] As a preferred technical solution of the utility model, horizontal tie bars are pre-embedded inside the fair-faced brick wall, and one end of the horizontal tie bars is pre-embedded and fixed inside the concrete column.

[0010] As a preferred technical solution of the utility model, the horizontal tie bars are φ6mm steel bars.

[0011] As a preferred technical solution of the utility model, a plaster layer is painted on the inner side wall of the fair-faced brick wall.

[0012] As a preferred technical solution of the present utility model, steel bars are provided at the inner wall of the fair - faced brick wall, and the steel bars are connected to the concrete columns.

[0013] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0014] 1. By optimizing the masonry method of the fair - faced brick wall wrapping the column, the present utility model tries its best to retain and continue valuable historical information in the way of forward rotation masonry, retains the historical vicissitudes of the building, retreats the distance between the outer wall and the concrete column in advance according to the size of the old bricks, and arranges the bricks in advance for masonry, striving to save the old bricks. Thus, it solves the problem of how to better retain and continue valuable historical information and the historical vicissitudes of the building in the rebuilt old buildings. At the same time, the fair - faced brick wall wrapping column structure method of the present utility model is also applicable to new buildings, with good practicability. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] The drawings are used to provide a further understanding of the present utility model and constitute a part of the specification. Together with the embodiments of the present utility model, they are used to explain the present utility model and do not constitute a limitation to the present utility model. In the drawings:

[0016] Figure 1 is the masonry schematic diagram of the fair - faced brick wall of the present utility model;

[0017] Figure 2 is the elevation structure schematic diagram of the fair - faced brick wall of the present utility model;

[0018] Figure 3 is the plane structure schematic diagram of the fair - faced brick wall of the present utility model;

[0019] Figure 4 is the sectional structure schematic diagram of the fair - faced brick wall of the present utility model.

[0020] In the figure: 1. Concrete column; 2. Fair - faced brick wall; 201. Header brick; 202. Stretchers; 3. Pointing; 4. Plinth; 5. Horizontal tie bars; 6. Plaster layer; 7. Steel bars. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0021] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the attached Figures 1-4 , and it is obvious that the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative work belong to the scope of protection of the present utility model.

[0022] Embodiment

[0023] Please refer toFigures 1-4 , the present utility model provides the following technical solutions: a structure for wrapping columns with fair-faced brick walls, including a concrete column 1, a fair-faced brick wall 2, a jointing 3, a plinth 4, a horizontal tie bar 5, a plaster layer 6 and a steel bar 7. The fair-faced brick wall 2 is built on the outer surface of the concrete column 1. The fair-faced brick wall 2 is composed of header bricks 201 and stretcher bricks 202, and the header bricks 201 and stretcher bricks 202 are arranged and built in a staggered jointing manner.

[0024] There is a jointing 3 left between the header bricks 201 and the stretcher bricks 202, and the jointing 3 is filled with a special jointing agent.

[0025] A plinth 4 is provided at the wall foot of the outer wall of the fair-faced brick wall 2, and the size of the bricks of the fair-faced brick wall 2 is 210x105x40mm.

[0026] By means of the method of building in a clockwise rotation for the above-mentioned fair-faced brick wall 2, according to the size of the old bricks, the distance between the outer wall and the concrete column is retreated, and the bricks for building are pre-arranged in advance, striving to save the old bricks and retaining the valuable historical information and the sense of historical vicissitudes to the greatest extent possible. And by filling the jointing agent into the jointing 3, the overall wall surface is made cleaner and more beautiful, the connection strength of the bricks is increased, and loosening or falling off is prevented.

[0027] Please refer to Figure 1 , Figure 3 and Figure 4 , a horizontal tie bar 5 is pre-embedded inside the fair-faced brick wall 2, and one end of the horizontal tie bar 5 is pre-embedded and fixed inside the concrete column 1.

[0028] The horizontal tie bar 5 is a steel bar with a diameter of φ6mm.

[0029] A plaster layer 6 is painted on the inner wall of the fair-faced brick wall 2.

[0030] A steel bar 7 is provided at the inner wall of the fair-faced brick wall 2, and the steel bar 7 is connected to the concrete column 1.

[0031] Through the horizontal tie bar 5 pre-embedded inside the fair-faced brick wall 2, the masonry and the concrete components are firmly tied together, preventing the wall from cracking, improving the structural stability and seismic performance, and by providing the steel bar 7, the bearing capacity and durability of the wall can be further improved.

[0032] Working principle and usage process of the utility model: Reinforcing bars 7 are arranged inside the concrete column 1. Then, according to the size of the old bricks in advance, the distance between the outer wall and the concrete column is retreated, and the bricks for masonry are pre-arranged in advance to strive to save the old bricks. Then, the brick wall is masoned by the way of forward rotation masonry. During the masonry process, a joint 3 is left between bricks, and a special joint filler is filled into the joint 3. During the process of piling up the brick wall, horizontal tie bars 5 are embedded inside it to improve the structural stability and seismic performance. After the brick wall is masoned, a plinth 4 is arranged at the wall foot at the bottom of its outer wall. By this masonry method, the valuable historical information is retained and continued to the greatest extent, and the historical vicissitudes of the building are retained.

[0033] Finally, it should be noted that the above are only the preferred embodiments of the present utility model and are not used to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, for those skilled in the art, they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements on some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.

Claims

1. A structure for wrapping a column with fair-faced brick wall, comprising a concrete column (1), a fair-faced brick wall (2), a pointing joint (3), a plinth (4), a horizontal tie bar (5), a plaster layer (6) and steel bars (7), characterized in that: A fair-faced brick wall (2) is built on the outer surface of the concrete column (1). The fair-faced brick wall (2) is built by header bricks (201) and stretcher bricks (202), and the header bricks (201) and stretcher bricks (202) are arranged and built in a staggered lapping manner.

2. The fair-faced wall column wrapping structure according to claim 1, wherein: A joint (3) is left between the header brick (201) and the stretcher brick (202), and a special jointing agent is filled in the joint (3).

3. The column wrapping structure for fair-faced wall according to claim 1, wherein: A plinth (4) is provided at the wall footing of the outer wall of the fair-faced brick wall (2). The specification of the bricks of the fair-faced brick wall (2) is 210x105x40mm.

4. A structure for wrapping columns with fair-faced walls according to claim 1, characterized in that: Horizontal tie bars (5) are embedded inside the fair-faced brick wall (2), and one end of the horizontal tie bars (5) is embedded and fixed inside the concrete column (1).

5. The column-wrapping structure for fair-faced wall according to claim 4, wherein: The horizontal tie bars (5) are made of φ6mm steel bars.

6. The column-wrapping structure for fair-faced wall according to claim 1, wherein: A plaster layer (6) is painted on the inner wall of the fair-faced brick wall (2).

7. The column-wrapping structure for fair-faced wall according to claim 1, wherein: Steel bars (7) are provided at the inner wall of the fair-faced brick wall (2), and the steel bars (7) are connected to the concrete column (1).