CN-224213823-U - Improvement formula faces limit brickwork structure

Abstract

In order to solve the problems of high construction difficulty and high risk of high-altitude operation of the existing edge masonry structure, the utility model provides an improved edge masonry structure, which comprises an embedded anchor plate structure, square steel Guan Gouzao columns and a brick masonry wall, wherein the embedded anchor plate structure is embedded in a floor slab; the lower end of the square steel pipe constructional column is welded on the embedded anchor plate structure, the upper end of the square steel pipe constructional column is welded on the main structure steel beam, and the brick wall body is arranged on the inner side of the square steel pipe constructional column. In addition, the setting of the square steel pipe constructional column does not need to set up an external operation scaffold, thereby reducing the risk of high-altitude operation and bringing greater convenience to the construction work of the high-altitude edge masonry structure.

Inventors

• ZHOU ZHIYING
• ZHANG WENJIE

Assignees

• 上海建工七建集团有限公司

Dates

Publication Date

20260508

Application Date

20250423

Claims (8)

1. 1. An improvement type face limit brickwork structure, its characterized in that includes The embedded anchor plate structure (200) is embedded in the floor slab; The lower end of the square steel Guan Gouzao column (100) is welded on the embedded anchor plate structure (200), and the upper end of the square steel Guan Gouzao column is welded on the main structure steel beam; The brick wall body (300) is convenient to paint and does not affect the attractiveness of the brick wall body, and the brick wall body (300) is arranged on the inner side of the square steel tube constructional column (100).
2. 2. The improved edge masonry structure according to claim 1, wherein said pre-buried anchor plate structure (200) comprises a pre-buried anchor plate (210) prepared in the floor slab, and wherein said pre-buried anchor plate (210) is welded with a reinforcing bar structure (400) pre-inserted in the floor slab by means of a perforated plug welding (211).
3. 3. The improved edge masonry structure of claim 2, wherein said rebar structure (400) includes at least one rebar array (410) spaced along the length of said pre-buried anchor (210).
4. 4. A modified edge masonry structure according to claim 3, wherein said bar array (410) comprises at least one bar array (411) spaced apart along the width of the embedded anchor plate.
5. 5. The improved edge masonry structure of claim 4, wherein said set of rebars (411) comprises two side-by-side rebar sets.
6. 6. The improved edge masonry structure of claim 2, wherein said pre-buried anchor plate (210) is a Q235B steel plate and has a thickness of 12mm.
7. 7. The improved edge masonry structure of claim 2, wherein said pre-buried anchor plate (210) is surface brushed with zinc-rich paint for improving corrosion and rust resistance.
8. 8. The improved edge masonry structure of claim 1, wherein said masonry wall (300) has a thickness of 200mm.

Description

Improvement formula faces limit brickwork structure Technical Field The utility model belongs to the technical field of construction of edge masonry, and particularly relates to an improved edge masonry structure. Background Masonry structures are structures constructed from individual materials, typically laid and bonded by mortar. This structure is mainly subjected to axial or small eccentric stresses and is less subject to stretching or bending. In civil and industrial construction, masonry structures are often used for wall, column, foundation and other structures. In the construction engineering, especially in the high-rise building of commercial projects, the masonry of curtain wall buttress and the arrangement of constructional columns have important influences on the overall structure safety, the attractiveness and the construction efficiency of the building. At present, when the adjacent masonry structure is constructed, thicker brick wall bodies and concrete constructional columns are required to be adopted according to the general description requirements of the building design. However, in the actual construction process, particularly at the position of the high-altitude limb, an external operation scaffold is required to be erected for formwork erection and concrete pouring, and by adopting the construction mode, the construction difficulty of the limb masonry structure is improved, the risk of high-altitude operation is increased, the construction progress is influenced, and great inconvenience is brought to the construction work of the limb masonry structure at high altitude. Disclosure of utility model In order to effectively reduce the construction difficulty of the edge masonry structure, reduce the risk of overhead operation and the like, the utility model provides an improved edge masonry structure. The technical scheme of the improved edge masonry structure is as follows: An improvement type face limit brickwork structure, its characterized in that includes The embedded anchor plate structure is embedded in the floor slab; The lower end of the square steel pipe constructional column is welded on the embedded anchor plate structure, and the upper end of the square steel pipe constructional column is welded on the main structure steel beam; The brick wall body is convenient to paint and does not influence the attractiveness of the brick wall body, and the brick wall body is arranged on the inner side of the square steel tube constructional column. Furthermore, the embedded anchor plate structure comprises an embedded anchor plate prepared in the floor slab, and the embedded anchor plate is welded with a reinforcing steel bar structure which is pre-inserted in the floor slab in a perforation plug welding mode. Further, the reinforcement structure comprises at least one reinforcement column which is distributed at intervals along the length direction of the embedded anchor plate. Further, the steel bar columns comprise at least one steel bar group which is distributed at intervals along the width direction of the embedded anchor plate. Further, the steel bar group comprises two steel bars which are arranged in parallel. Furthermore, the embedded anchor plate adopts a Q235B steel plate, and the thickness is 12mm. Further, zinc-rich paint for improving corrosion resistance and rust resistance of the embedded anchor plate is brushed on the surface of the embedded anchor plate. Further, the thickness of the bricked wall body is 200mm. The improved edge masonry structure is reasonable in overall design, simple in structure and convenient to construct, the square steel pipe constructional column is adopted to replace a traditional concrete constructional column, complex operations of supporting a formwork and pouring concrete at the high-altitude edge are reduced, construction difficulty is reduced, an external operation scaffold is not required to be erected by utilizing the arrangement of the square steel pipe constructional column, risk of high-altitude operation is reduced, and further, construction progress can be remarkably improved due to reduction of construction difficulty and reduction of safety risk, and great convenience is brought to construction work of the edge masonry structure at the high-altitude. Drawings FIG. 1 is a schematic structural view of an improved edge masonry structure according to the present utility model. FIG. 2 is a schematic illustration of an embedded anchor plate structure of an improved edge masonry structure of the present utility model. FIG. 3 is a top view of a pre-buried anchor plate structure of an improved edge masonry structure of the present utility model. Detailed Description The utility model is described in further detail below with reference to the drawings and the specific examples. Advantages and features of the utility model will become more apparent from the following description and from the claims. It should be noted that the drawings are in