Improved edge masonry structure

Abstract

In order to solve the problems that an existing edge masonry structure is large in construction difficulty and high in high-altitude operation risk, the improved edge masonry structure comprises an embedded anchor plate structure, a square steel tube constructional column and a brick wall body, and the embedded anchor plate structure is embedded in a floor slab; the lower end of the square steel tube constructional column is welded on the pre-embedded anchor plate structure, and the upper end of the square steel tube constructional column is welded on the main body structure steel beam; the brick wall body is arranged on the inner side of the square steel tube constructional column. According to the improved edge masonry structure, the square steel tube constructional column is adopted to replace a traditional concrete constructional column, complex operation of high-altitude edge formwork erecting and concrete pouring is reduced, and construction difficulty is lowered; in addition, by means of the arrangement of the square steel tube constructional column, an external operation scaffold does not need to be erected, the risk of high-altitude operation is reduced, and great convenience is brought to construction work of a high-altitude edge masonry structure.

Description

Technical Field

[0001] This utility model belongs to the field of edge masonry construction technology, and specifically relates to an improved edge masonry structure. Background Technology

[0002] Masonry structures are constructed from single materials, typically laid and bonded together with mortar. These structures primarily withstand axial or small eccentric compressions, and are rarely subjected to tension or bending. Masonry structures are frequently used in civil and industrial buildings for walls, columns, and foundations.

[0003] In construction projects, especially high-rise commercial and office buildings, the construction of curtain wall piers and the setting of structural columns have a significant impact on the overall structural safety, aesthetics, and construction efficiency of the building.

[0004] Currently, the general architectural design specifications require the use of thicker brick walls and concrete structural columns when constructing masonry structures at high altitudes. However, in actual construction, especially at high-altitude edges, external scaffolding is required for formwork erection and concrete pouring. This method not only increases the difficulty of constructing masonry structures at high altitudes and raises the risks of working at heights, but also affects the construction schedule, causing significant inconvenience to the construction work of masonry structures at high altitudes. Utility Model Content

[0005] In order to effectively reduce the construction difficulty of edge masonry structures and the risks of high-altitude operations, this utility model provides an improved edge masonry structure.

[0006] The technical solution of this utility model for an improved edge-mounted masonry structure is as follows:

[0007] An improved edge-supported masonry structure, characterized in that it includes:

[0008] An embedded anchor plate structure is embedded in the floor slab;

[0009] A square steel pipe structural column, wherein the lower end of the square steel pipe structural column is welded to the pre-embedded anchor plate structure, and the upper end is welded to the main structural steel beam;

[0010] A brick wall that is easy to paint and does not affect its appearance, wherein the brick wall is set inside the square steel pipe structural column.

[0011] Furthermore, the embedded anchor plate structure includes an embedded anchor plate prepared in the floor slab, on which a steel reinforcement structure pre-inserted into the floor slab is welded by a through-hole plug welding method.

[0012] Furthermore, the steel reinforcement structure includes at least one row of steel bars spaced apart along the length of the embedded anchor plate.

[0013] Furthermore, the steel bar column includes at least one group of steel bars spaced apart along the width direction of the embedded anchor plate.

[0014] Furthermore, the steel reinforcement group comprises two steel bars arranged side by side.

[0015] Furthermore, the embedded anchor plate is made of Q235B steel plate with a thickness of 12mm.

[0016] Furthermore, a zinc-rich paint is applied to the surface of the pre-embedded anchor plate to improve its corrosion and rust resistance.

[0017] Furthermore, the thickness of the brick wall is 200mm.

[0018] This utility model discloses an improved edge masonry structure. The improved structure has a reasonable overall design, simple structure, and convenient construction. It uses square steel pipe structural columns instead of traditional concrete structural columns, reducing the complex operations of setting up formwork and pouring concrete at high-altitude edges, thus lowering the construction difficulty. Furthermore, the use of square steel pipe structural columns eliminates the need for external scaffolding, reducing the risks of working at heights. Moreover, the reduced construction difficulty and safety risks significantly improve construction progress, bringing great convenience to the construction of edge masonry structures at high altitudes. Attached Figure Description

[0019] Figure 1 This is a structural schematic diagram of an improved edge masonry structure according to this utility model.

[0020] Figure 2 This is a schematic diagram of a pre-embedded anchor plate structure for an improved edge masonry structure according to this utility model.

[0021] Figure 3 This is a top view of a pre-embedded anchor plate structure of an improved edge masonry structure according to this utility model. Detailed Implementation

[0022] The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments. The advantages and features of the present invention will become clearer from the following description and claims. It should be noted that the drawings are all in a very simplified form and use non-precise proportions, and are only used to facilitate and clarify the illustration of the embodiments of the present invention.

[0023] Example 1

[0024] refer to Figures 1 to 3An improved edge masonry structure according to this embodiment includes a pre-embedded anchor plate structure 200, a square steel tube structural column 100 and a brick wall 300. The pre-embedded anchor plate structure 200 is pre-embedded in the floor slab. The lower end of the square steel tube structural column 100 is welded to the pre-embedded anchor plate structure 200 and its upper end is welded to the main structural steel beam.

[0025] As a preferred implementation, the brick wall 300 is easy to paint and does not affect its aesthetics. The brick wall 300 is set inside the square steel pipe structural column 100. The thickness of the brick wall 300 is 200mm. This method facilitates the construction workers to effectively paint the brick wall and further improves the aesthetic performance of the brick wall.

[0026] As a preferred embodiment, the embedded anchor plate structure 200 includes an embedded anchor plate 210 prepared in the floor slab, and a steel reinforcement structure 400 pre-inserted in the floor slab is welded to the embedded anchor plate 210 by means of through-hole plug welding 211. This structure effectively improves the stability performance of the embedded anchor plate 210 and the steel reinforcement structure 400.

[0027] In a preferred embodiment, the reinforcing steel structure 400 includes at least one row of reinforcing steel bars 410 spaced apart along the length direction of the embedded anchor plate, the row of reinforcing steel bars 410 includes at least one group of reinforcing steel bars 411 spaced apart along the width direction of the embedded anchor plate, the group of reinforcing steel bars 411 includes two parallel reinforcing steel bars with an outer diameter of φ12mm and a length of 50mm.

[0028] As a preferred implementation, the embedded anchor plate 210 is made of Q235B steel plate with a thickness of 12mm and a size of 200mm×150mm×12mm. The use of this type of embedded anchor plate effectively improves the overall strength of the masonry structure.

[0029] As a preferred embodiment, zinc-rich paint is applied to the surface of the embedded anchor plate 210 to improve its corrosion and rust resistance. This structure effectively improves the corrosion and rust resistance of the embedded anchor plate and further extends the service life of the masonry structure.

[0030] This embodiment presents an improved edge masonry structure. This improved edge masonry structure has a reasonable overall design, simple structure, and convenient construction. It uses square steel pipe structural columns instead of traditional concrete structural columns, reducing the complex operations of setting up formwork and pouring concrete at high-altitude edges, thus lowering the construction difficulty. Furthermore, the use of square steel pipe structural columns eliminates the need for external scaffolding, reducing the risks of working at heights. Moreover, the reduced construction difficulty and safety risks significantly improve construction progress, bringing great convenience to the construction of edge masonry structures at high altitudes.

[0031] The above description is only a description of the preferred embodiment of the present utility model and is not intended to limit the scope of the present utility model in any way. Any changes or modifications made by those skilled in the art based on the above disclosure shall fall within the protection scope of the claims.

Claims

1. An improved edge-supported masonry structure, characterized in that, include An embedded anchor plate structure (200) is embedded in the floor slab; A square steel pipe structural column (100) is provided, the lower end of which is welded to the pre-embedded anchor plate structure (200), and the upper end of which is welded to the main structural steel beam. A brick wall (300) that is easy to paint and does not affect its appearance, the brick wall (300) being set inside the square steel tube structural column (100).

2. The improved edge masonry structure as described in claim 1, characterized in that, The embedded anchor plate structure (200) includes an embedded anchor plate (210) prepared in the floor slab, on which a steel reinforcement structure (400) pre-inserted in the floor slab is welded by a through-hole plug welding (211).

3. The improved edge masonry structure as described in claim 2, characterized in that, The steel reinforcement structure (400) includes at least one row of steel bars (410) spaced apart along the length of the embedded anchor plate (210).

4. The improved edge masonry structure as described in claim 3, characterized in that, The steel bar column (410) includes at least one group (411) of steel bars spaced apart along the width direction of the embedded anchor plate.

5. The improved edge masonry structure as described in claim 4, characterized in that, The steel reinforcement group (411) consists of two parallel steel bars.

6. The improved edge masonry structure as described in claim 2, characterized in that, The embedded anchor plate (210) is made of Q235B steel plate with a thickness of 12mm.

7. The improved edge masonry structure as described in claim 2, characterized in that, The surface of the pre-embedded anchor plate (210) is coated with zinc-rich paint to improve its corrosion and rust resistance.

8. The improved edge masonry structure as described in claim 1, characterized in that, The thickness of the brick wall (300) is 200mm.

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