Steel keel system structure suitable for broken-line-shaped stone curtain wall

By using the steel keel system structure with hot-dip galvanized steel plate embedded components on the folded linear stone curtain wall, and welding and temporary fixing treatment, the shortcomings of the steel keel system in the prior art are solved at the junction of the folded linear stone curtain wall and the glass curtain wall, and the effect of simplifying construction, saving costs and improving structural safety is achieved.

CN222962306UActive Publication Date: 2025-06-10CHINA CONSTR THIRD ENG BUREAU GRP CO LTD
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Patent Information

Application Number
CN202421902243.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-06
Publication Date
2025-06-10
Estimated Expiration
2034-08-06

AI Technical Summary

Technical Problem

The existing steel keel system is difficult to effectively optimize the design of the junction between the folded-line stone curtain wall and the glass curtain wall, and it is difficult to ensure structural safety at the corner position of the stone curtain wall, and the construction time is long and the cost is high.

Method used

The steel keel system structure is adopted, including hot-dip galvanized steel plate embedded parts, hot-dip galvanized angle steel connectors, stainless steel bolts, hot-dip galvanized square tube columns, and structural stability is improved through welding and temporary fixing technology.

Benefits of technology

The construction process is simplified, construction time and cost are saved, and re-welding is strengthened at the corner position, ensuring the safety and stability of the curtain wall structure.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model particularly relates to the technical field of steel keel system structures, in particular to a steel keel system structure suitable for a broken-line-shaped stone curtain wall, which comprises a structure boundary beam, a hot-dip galvanized steel plate embedded part, a hot-dip galvanized angle steel connecting piece, a stainless steel bolt and a hot-dip galvanized square tube stand column, the hot-dip galvanized steel plate embedded part is fixedly connected to the structural boundary beam through the chemical anchor bolt, the hot-dip galvanized angle steel connecting part is fixedly connected to the hot-dip galvanized steel plate embedded part, the stainless steel bolt is in threaded connection to the hot-dip galvanized angle steel connecting part, and the hot-dip galvanized square tube stand column is in threaded connection to the hot-dip galvanized angle steel connecting part. By applying the structure, on the basis of ensuring the safety of the curtain wall structure, the construction process can be simplified, the construction time and the construction cost can be saved, and the fold line corner reinforcing angle steel can be conveniently subjected to repair welding reinforcing treatment at the fold angle position so as to ensure the safety of the transverse keel; and the method is particularly suitable for the design of an outer vertical surface in which strip windows of a broken-line-shaped vertical stone curtain wall and a vertical glass curtain wall are arranged at intervals.
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Description

Technical Field

[0001] The utility model specifically relates to the technical field of steel keel system structures, and specifically provides a steel keel system structure suitable for a broken-line-shaped stone curtain wall. Background Art

[0002] As is well known, with the development of the modern construction industry, especially the rise of prefabricated buildings and steel structure buildings, the steel keel system, as an important structural support system, has been widely used in construction projects due to its advantages such as light weight, high strength, convenient construction, and easy standardized production. This system usually consists of keels made of galvanized steel plates and components such as engineering boards connected thereto. Through scientific and reasonable structural design, the stability and durability of the building structure are achieved, while meeting the diverse and personalized needs of the building space.

[0003] For urban office buildings and shopping mall buildings, it is becoming increasingly common to arrange the vertical stone curtain wall with a broken-line shape and vertical glass curtain wall strip windows alternately on the facade. How to optimize the keel design at the junction of the stone curtain wall and the glass curtain wall and how to ensure the safety of the curtain wall structure at the folding corner of the stone curtain wall, and the construction time is relatively long and the cost is relatively high. To solve the above problems and improve work efficiency, therefore, a steel keel system structure suitable for a broken-line-shaped stone curtain wall is needed. Content of the Utility Model

[0004] The purpose of the utility model is to provide a steel keel system structure suitable for a broken-line-shaped stone curtain wall in view of the deficiencies of the prior art.

[0005] To achieve the above purpose, the utility model provides the following technical solution: A steel keel system structure suitable for a broken-line-shaped stone curtain wall, including a structural side beam, and further including:

[0006] A hot-dip galvanized steel plate embedment, which is fixedly connected to the structural side beam through chemical anchor bolts;

[0007] A hot-dip galvanized angle steel connector, which is fixedly connected to the hot-dip galvanized steel plate embedment;

[0008] A stainless steel bolt, which is threadedly connected to the hot-dip galvanized angle steel connector;

[0009] A hot-dip galvanized square tube column, which is threadedly connected to the hot-dip galvanized angle steel connector.

[0010] Preferably, it includes: a hot-dip galvanized angle steel cross keel, which is welded to the outside of the hot-dip galvanized square tube column;

[0011] An aluminum alloy profile column, which is fixedly connected to the hot-dip galvanized angle steel cross keel;

[0012] The broken-line corner reinforcing angle steel is fixedly connected to the hot-dip galvanized angle steel horizontal keel;

[0013] The stone panel is fixedly connected to the hot-dip galvanized square pipe column and the aluminum alloy profile column;

[0014] The aluminum alloy SE stone pendant is fixedly connected to the stone panel.

[0015] Furthermore, it includes: a supporting square ring, which is slidably connected to the hot-dip galvanized angle steel horizontal keel;

[0016] The upper top plate is fixedly connected to the supporting square ring;

[0017] The vertical plate is fixedly connected to the upper top plate.

[0018] Still further, it includes: a ring side plate, which is fixedly connected to the vertical plate, and anti-sliding blocks are fixedly connected to the inner surfaces of the ring side plates;

[0019] The round hole is opened on the aluminum alloy profile column.

[0020] A further solution includes: a positioning cylinder, which is slidably connected to the round hole, and the positioning cylinder is cylindrical in shape, which can better position.

[0021] Beneficial effects:

[0022] For the steel keel system structure applicable to the broken-line stone curtain wall, the operator first opens a round hole on the aluminum alloy profile column, inserts the ring side plate onto the aluminum alloy profile column, and fixes the ring side plate through the positioning cylinder. The supporting square ring is fixedly connected to the upper top plate and the vertical plate, and the hot-dip galvanized angle steel horizontal keel is inserted onto the supporting square ring, thereby realizing the temporary fixation of the aluminum alloy profile column and the hot-dip galvanized angle steel horizontal keel. Then, the connection part is welded to form a fillet weld, which increases the stability. By applying this structure, the construction process can be simplified and the construction time and cost can be saved on the basis of ensuring the safety of the curtain wall structure. It is convenient to carry out repair welding and strengthening treatment on the broken-line corner reinforcing angle steel at the corner position to ensure the safety of the horizontal keel. It is particularly applicable to the facade design with the broken-line vertical stone curtain wall and the vertical glass curtain wall strip windows arranged at intervals. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 It is the top view structural sectional view of the present utility model;

[0024] Figure 2 It is the left view structural sectional view of the present utility model;

[0025] Figure 3 is the front elevation structural sectional view of the present utility model;

[0026] Figure 4 is the schematic structural view of the support square ring of the present utility model;

[0027] Figure 5 is the schematic structural view of the ring side plate of the present utility model.

[0028] In the figure: 1, structural side beam; 2, hot-dip galvanized steel plate embedment; 3, hot-dip galvanized angle steel connector; 4, stainless steel bolt; 5, hot-dip galvanized square tube column; 6, hot-dip galvanized angle steel horizontal keel; 7, aluminum alloy profile column; 8, folded line corner strengthening angle steel; 9, stone panel; 10, aluminum alloy SE stone pendant; 11, support square ring; 12, upper top plate; 13, vertical plate; 14, ring side plate; 15, positioning cylinder. Specific embodiments

[0029] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, 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 efforts shall fall within the protection scope of the present utility model.

[0030] Refer to Figures 1 to 5 , a steel keel system structure applicable to a folded line-shaped stone curtain wall, including a structural side beam 1, and further including: a hot-dip galvanized steel plate embedment 2, a hot-dip galvanized angle steel connector 3, a stainless steel bolt 4, a hot-dip galvanized square tube column 5. The hot-dip galvanized steel plate embedment 2 is fixedly connected to the structural side beam 1 through chemical anchor bolts. The hot-dip galvanized treatment enhances its anti-corrosion ability and extends its service life. The specification of the hot-dip galvanized steel plate embedment 2 can be 300mmX200mmX10mm, and different specifications of the hot-dip galvanized steel plate embedment 2 can be determined according to different construction environments. The hot-dip galvanized angle steel connector 3 is fixedly connected to the hot-dip galvanized steel plate embedment 2. The specification of the hot-dip galvanized angle steel connector 3 can be L100mmX63mmX6mm, and different specifications of the hot-dip galvanized angle steel connector 3 can be determined according to different construction environments. The stainless steel bolt 4 is threadedly connected to the hot-dip galvanized angle steel connector 3. The specification of the stainless steel bolt 4 can be 2-M12X110mm, and different specifications of the stainless steel bolt 4 can be determined according to different construction environments. The hot-dip galvanized square tube column 5 is threadedly connected to the hot-dip galvanized angle steel connector 3. The specification of the hot-dip galvanized square tube column 5 can be 100mmX60mmX5mm, and different specifications of the hot-dip galvanized square tube column 5 can be determined according to different construction environments.

[0031] First, refer to Figure 2, in this embodiment, it includes: hot-dip galvanized angle steel horizontal keel 6, aluminum alloy profile column 7, folded line corner strengthening angle steel 8, stone panel 9, aluminum alloy SE stone pendant 10. The hot-dip galvanized angle steel horizontal keel 6 is welded to the outside of the hot-dip galvanized square tube column 5. The specification of the hot-dip galvanized angle steel horizontal keel 6 can be L50mmX4mm, and different specifications of the hot-dip galvanized angle steel horizontal keel 6 can be determined according to different construction environments. The aluminum alloy profile column 7 is fixedly connected to the hot-dip galvanized angle steel horizontal keel 6. The specification of the aluminum alloy profile column 7 can be 140mmX70mmX30mm, and different specifications of the aluminum alloy profile column 7 can be determined according to different construction environments. The folded line corner strengthening angle steel 8 is fixedly connected to the hot-dip galvanized angle steel horizontal keel 6. The function of the folded line corner strengthening angle steel 8 is to enhance the structural strength at the corner, improving the overall stability and safety of the system. The stone panel 9 is fixedly connected to the hot-dip galvanized square tube column 5 and the aluminum alloy profile column 7. The stone panel 9 serves as a decorative and protective layer, enhancing the aesthetics and durability of the building. The aluminum alloy SE stone pendant 10 is fixedly connected to the stone panel 9. The function of the aluminum alloy SE stone pendant 10 is to ensure that the stone is firmly installed and not easily detached, while providing the necessary adjustment space to accommodate installation errors.

[0032] Then, refer to Figure 4 , in this embodiment, it includes: support square ring 11, upper top plate 12, vertical plate 13. The support square ring 11 is slidably connected to the hot-dip galvanized angle steel horizontal keel 6. The function of the support square ring 11 is to facilitate the temporary fixation of the hot-dip galvanized angle steel horizontal keel 6, facilitating the welding of the hot-dip galvanized angle steel horizontal keel 6. The upper top plate 12 is fixedly connected to the support square ring 11. The function of the upper top plate 12 is to enhance the bearing capacity and stability of the local area. The vertical plate 13 is fixedly connected to the upper top plate 12. The function of the vertical plate 13 is to enhance the bearing capacity and stability of the local area.

[0033] Secondly, refer to Figure 4 , in this embodiment, it includes: ring side plate 14, round hole. The ring side plate 14 is fixedly connected to the vertical plate 13, and anti-slip blocks are fixedly connected to the inner surface of the ring side plate 14. The function of the ring side plate 14 is to fix the hot-dip galvanized angle steel horizontal keel 6 by increasing the friction force, increasing the stability of the hot-dip galvanized angle steel horizontal keel 6. The round hole is opened on the aluminum alloy profile column 7. The function of the round hole is to facilitate the insertion of the positioning cylinder 15.

[0034] Thirdly, refer to Figure 4 , in this embodiment, it includes: positioning cylinder 15. The positioning cylinder 15 is slidably connected to the round hole. The positioning cylinder 15 is cylindrical in shape. The positioning cylinder 15 is slidably connected to the round hole of the aluminum alloy profile column 7. Its function is to increase the stability of the ring side plate 14 on the aluminum alloy profile column 7, thereby facilitating the welding of the hot-dip galvanized angle steel horizontal keel 6 to the hot-dip galvanized square tube column 5 or the aluminum alloy profile column 7.

[0035] Finally, refer to Figures 1 to 5 , in this embodiment, the hot-dip galvanized steel sheet embedment 2 is made of hot-dip galvanized material. The hot-dip galvanized material has the characteristics of strong anti-corrosion ability, good adhesion, high wear resistance, etc. Using this material in this steel keel system not only reduces the cost but also increases the safety.

[0036] Working principle:

[0037] For the steel keel system structure applicable to the broken-line-shaped stone curtain wall, the operator first connects the hot-dip galvanized square pipe column 5 or the aluminum alloy profile column 7 and the concrete structure through the hot-dip galvanized steel sheet embedment 2 and the hot-dip galvanized angle steel connector 3. The hot-dip galvanized angle steel horizontal keel 6 and the aluminum alloy profile column 7 can be connected by screws. After the horizontal weld of the hot-dip galvanized angle steel horizontal keel 6 and the hot-dip galvanized square pipe column 5 is fully welded, a broken-line corner strengthening angle steel 8 is used for supplementary welding and strengthening treatment at the corner position. Round holes are opened on the aluminum alloy profile column 7, and the ring side plate 14 is inserted into the aluminum alloy profile column 7, and the ring side plate 14 is fixed by the positioning cylinder 15. The support square ring 11 is fixedly connected to the upper top plate 12 and the vertical plate 13. The hot-dip galvanized angle steel horizontal keel 6 is inserted into the support square ring 11, so as to realize the temporary fixation of the aluminum alloy profile column 7 and the hot-dip galvanized angle steel horizontal keel 6, and then the connection part is welded to form a fillet weld, increasing the stability.

[0038] Although the embodiments of the present invention have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principle and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A steel keel system structure suitable for a zigzag stone curtain wall, comprising a structural side beam (1), characterized in that: Also includes: A hot-dip galvanized steel plate embedded part (2), wherein the hot-dip galvanized steel plate embedded part (2) is fixedly connected to the structural side beam (1) via a chemical anchor bolt; A hot-dip galvanized angle steel connector (3), wherein the hot-dip galvanized angle steel connector (3) is fixedly connected to the hot-dip galvanized steel plate embedded part (2); A stainless steel bolt (4), wherein the stainless steel bolt (4) is threadedly connected to the hot-dip galvanized angle steel connector (3); A hot-dip galvanized square tube column (5), wherein the hot-dip galvanized square tube column (5) is threadedly connected to the hot-dip galvanized angle steel connector (3).

2. The steel keel system structure suitable for a zigzag stone curtain wall according to claim 1, characterized in that: include: A hot-dip galvanized angle steel transverse keel (6), wherein the hot-dip galvanized angle steel transverse keel (6) is welded to the outside of the hot-dip galvanized square tube column (5); Aluminum alloy profile columns (7), the aluminum alloy profile columns (7) are fixedly connected to the hot-dip galvanized angle steel transverse keel (6); A fold line corner reinforcement angle steel (8), wherein the fold line corner reinforcement angle steel (8) is fixedly connected to the hot dip galvanized angle steel transverse keel (6); A stone panel (9), wherein the stone panel (9) is fixedly connected to the hot-dip galvanized square tube column (5) and the aluminum alloy profile column (7); An aluminum alloy SE stone hanger (10), wherein the aluminum alloy SE stone hanger (10) is fixedly connected to the stone panel (9).

3. The steel keel system structure suitable for a zigzag stone curtain wall according to claim 2, characterized in that: include: A supporting square ring (11), wherein the supporting square ring (11) is slidably connected to the hot-dip galvanized angle steel transverse keel (6); An upper top plate (12), the upper top plate (12) being fixedly connected to the supporting square ring (11); A vertical plate (13), wherein the vertical plate (13) is fixedly connected to the upper top plate (12).

4. The steel keel system structure suitable for a zigzag stone curtain wall according to claim 3 is characterized in that: include: A ring side plate (14), wherein the ring side plate (14) is fixedly connected to the vertical plate (13); A circular hole is provided on the aluminum alloy profile column (7).

5. The steel keel system structure suitable for a zigzag stone curtain wall according to claim 4, characterized in that: include: A positioning cylinder (15), wherein the positioning cylinder (15) is slidably connected to the circular hole, and the positioning cylinder (15) is cylindrical in shape.