Staggered double-curved-surface unit type curtain wall

Abstract

The utility model discloses a staggered double-curved-surface unit type curtain wall, and belongs to the technical field of curtain walls, the staggered double-curved-surface unit type curtain wall comprises a curtain wall plate, the inner side of the curtain wall plate is fixedly connected with a panel, the curtain wall plate comprises a plate top cross beam fixedly connected to the top of the panel, the bottom of the plate top cross beam is fixedly connected with two plate stand columns, and the two plate stand columns are fixedly connected to the bottom of the plate top cross beam. The plate stand columns are fixedly connected to the two sides of the outer wall of the panel, the bottoms of the plate stand columns are fixedly connected with plate bottom cross beams, and the plate bottom cross beams are fixedly connected to the bottom of the panel. The staggered double-curved-surface unit type curtain wall has the beneficial effect that the staggered double-curved-surface unit type curtain wall is provided. The pulling rope penetrates through the rope opening back and forth and then penetrates through the clamping column in the middle to be limited, so that the pulling rope is good in stability in the pulling process and not prone to falling off and dislocation in the pulling process, a worker pulls the rope to remotely guide the trend of the curtain wall plate, the curtain wall plate does not need to be supported to move on the side of a building, and the construction risk is reduced.

Description

Technical Field

[0001] The present application relates to the technical field of curtain walls, and in particular to a staggered hyperbolic unit curtain wall. Background Art

[0002] The offset hyperbolic unit curtain wall is a modern building curtain wall system with unique design features. It is composed of hyperbolic unit components arranged in an offset manner, forming an appearance effect with staggered curves and a strong three-dimensional sense. It is often used in large commercial buildings, cultural and art buildings and other places to give the building a sense of modernity and art. The design of this type of curtain wall is challenging and requires precise manufacturing processes and construction technology. Each unit component needs to be precisely processed, and the setback (boss) at the offset position is designed as a whole with the facade unit panel. The glass panel is attached to the hyperbolic unit frame by static pressure cold bending to form a dislocated hyperbolic unit curtain wall panel, and then installed.

[0003] In the existing installation process, this type of curtain wall is generally installed by hanging the completed unit curtain wall panels to the height of the installation floor. When adjusting the curtain wall panels to the specified position, workers on the corresponding floor need to hold the curtain wall panels with their hands for precise guidance. However, as the completion of the floor increases, the distance that workers need to move also increases. Workers work at the side of the building for a long time, which increases the construction risk. Therefore, a dislocated hyperbolic unit curtain wall is needed to assist in solving this problem. Utility Model Content

[0004] The content of this application is used to introduce concepts in a brief form, which will be described in detail in the detailed implementation section below. The content of this application is not intended to identify the key features or essential features of the technical solution claimed for protection, nor is it intended to limit the scope of the technical solution claimed for protection.

[0005] In order to solve the technical problems mentioned in the above background technology section, some embodiments of the present application provide a dislocated hyperbolic unit curtain wall, including a curtain wall panel, a panel is fixedly connected to the inner side of the curtain wall panel, the curtain wall panel includes a panel top beam fixedly connected to the top of the panel, two panel columns are fixedly connected to the bottom of the panel top beam, the panel columns are fixedly connected to both sides of the outer wall of the panel, the bottom of the panel columns are fixedly connected to the panel bottom beam, the panel bottom beam is fixedly connected to the bottom of the panel, the outer side of the panel on one side is fixedly connected to a side panel, and a reinforcement column is fixedly connected between two adjacent panel columns;

[0006] The reinforcement column is used for workers to remotely guide the position of the curtain wall panels on the floor, and at the same time strengthen the overall structural strength of the curtain wall panels.

[0007] Furthermore, the reinforcement column includes a fixing plate fixedly connected to the inner side of the plate column, and a hollow tube is fixedly connected between two adjacent fixing plates.

[0008] Furthermore, rope openings are provided at both ends of the hollow tube, and partition columns are fixedly connected to both ends of the hollow tube, and the positions of the partition columns and the rope openings correspond one to one.

[0009] Furthermore, a clamping column is fixedly connected to the middle of the hollow tube, and the clamping column is U-shaped.

[0010] Furthermore, two ends of the hollow tube are fixedly connected with connecting pieces, and the connecting pieces are fixedly connected to the inner side of the fixing plate.

[0011] Furthermore, both ends of the hollow tube are fixedly connected with reinforcing ribs, and the reinforcing ribs are fixedly connected to the inner side of the fixing plate.

[0012] Furthermore, evenly distributed diamond-shaped pieces are fixedly connected to the interior of the hollow tube, and the evenly distributed diamond-shaped pieces are oriented in the same direction.

[0013] Furthermore, the outer wall of the hollow tube is provided with evenly distributed ventilation holes.

[0014] Furthermore, the panel is in an arc shape.

[0015] Furthermore, the inclination angles between the two plate columns are different.

[0016] The beneficial effects of the present application are: providing a dislocated hyperbolic unit curtain wall, through the linkage between the hollow tube, the vent hole, the clamp column, the rope mouth, the diamond sheet, the reinforcing rib, the connecting piece and the partition column, the traction rope is passed back and forth through the rope mouth, and then passed through the clamp column in the middle for limiting, so that the traction rope has good stability during traction, and is not easy to fall off and dislocate during pulling, and the worker can remotely guide the direction of the curtain wall panel by pulling the rope, and there is no need to support the movement of the curtain wall panel at the side of the building, thereby reducing the construction risk, and by setting the reinforcement column to a cylindrical shape with good torsional resistance, the overall structural strength of the curtain wall panel is improved, and a plurality of diamond sheets are arranged inside the hollow tube to further improve the torsional resistance of the reinforcement column and improve the overall strength, and by arranging the vent hole, the air circulation of the reinforcement column can be improved, and the service life of the reinforcement column can be extended. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] The drawings constituting a part of this application are used to provide a further understanding of this application, so that other features, purposes and advantages of this application become more obvious. The illustrative embodiment drawings and their descriptions of this application are used to explain this application and do not constitute an improper limitation on this application.

[0018] In addition, throughout the drawings, the same or similar reference numerals represent the same or similar elements. It should be understood that the drawings are schematic and that the components and elements are not necessarily drawn to scale.

[0019] In the attached picture:

[0020] Figure 1 is an overall schematic diagram according to an embodiment of the present application;

[0021] Figure 2 is a schematic diagram of the position of the strengthening column according to an embodiment of the present application;

[0022] Figure 3 This is a schematic diagram of the hollow tube structure according to an embodiment of the present application;

[0023] Figure 4 It is a schematic diagram of the internal structure of a strengthening column according to an embodiment of the present application;

[0024] Figure 5 It is a schematic diagram of the connection between the reinforcement column and the fixed plate according to an embodiment of the present application.

[0025] Reference numerals:

[0026] 1. Curtain wall panel; 11. Panel top beam; 12. Panel bottom beam; 13. Panel column; 14. Side panel; 2. Panel; 3. Strengthening column; 31. Hollow tube; 32. Vent hole; 33. Clamp column; 34. Rope mouth; 35. Fixed plate; 36. Diamond piece; 37. Partition column; 38. Connector; 39. Reinforcement rib. DETAILED DESCRIPTION

[0027] Embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. Although certain embodiments of the present disclosure are shown in the accompanying drawings, it should be understood that the present disclosure can be implemented in various forms and should not be construed as being limited to the embodiments set forth herein. On the contrary, these embodiments are provided to provide a more thorough and complete understanding of the present disclosure. It should be understood that the drawings and embodiments of the present disclosure are only for exemplary purposes and are not intended to limit the scope of protection of the present disclosure.

[0028] It should also be noted that, for ease of description, only the parts related to the invention are shown in the drawings. In the absence of conflict, the embodiments and features in the embodiments of the present disclosure can be combined with each other.

[0029] It should be noted that the concepts such as "first" and "second" mentioned in the present disclosure are only used to distinguish different devices, modules or units, and are not used to limit the order or interdependence of the functions performed by these devices, modules or units.

[0030] It should be noted that the modifications of "one" and "plurality" mentioned in the present disclosure are illustrative rather than restrictive, and those skilled in the art should understand that unless otherwise clearly indicated in the context, it should be understood as "one or more".

[0031] The present disclosure will be described in detail below with reference to the accompanying drawings and in conjunction with embodiments.

[0032] This specific implementation method is a staggered hyperbolic unit curtain wall, such as Figure 1 and Figure 2 As shown, the dislocated hyperbolic unit curtain wall comprises a curtain wall panel 1, a panel 2 is fixedly connected to the inner side of the curtain wall panel 1, the curtain wall panel 1 comprises a panel top beam 11 fixedly connected to the top of the panel 2, two panel columns 13 are fixedly connected to the bottom of the panel top beam 11, the panel columns 13 are fixedly connected to both sides of the outer wall of the panel 2, the bottom of the panel columns 13 is fixedly connected to the panel bottom beam 12, the panel bottom beam 12 is fixedly connected to the bottom of the panel 2, a side panel 14 is fixedly connected to the outer side of the panel 2 on one side, a reinforcement column 3 is fixedly connected between two adjacent panel columns 13, the reinforcement column 3 is used for workers to remotely guide the position of the curtain wall panel 1 on the floor, and at the same time strengthen the overall structural strength of the curtain wall panel 1, the panel 2 is in the shape of an arc, and the inclination angles between the two panel columns 13 are different.

[0033] After the panel 2 is subjected to a static pressure cold bending process, the panel 2 is in a specified arc shape to achieve a specified bending effect, and then the two sides of the panel 2 are fastened through the pressure grooves of the plate columns 13 and fixed by bolts to enhance the fixing effect of the panel 2. After the plate top beam 11 and the plate bottom beam 12 are fixed to the panel 2 in this way, the plate top beam 11, the plate bottom beam 12 and the plate columns 13 are assembled and fixed by bolts to complete the fixing effect of the panel 2.

[0034] Reference Figure 3 , Figure 4 and Figure 5 As shown, the reinforcement column 3 includes a fixing plate 35 fixedly connected to the inner side of the plate column 13, a hollow tube 31 is fixedly connected between two adjacent fixing plates 35, rope openings 34 are provided at both ends of the hollow tube 31, and a partition column 37 is fixedly connected to both ends of the hollow tube 31, and the positions of the partition column 37 and the rope openings 34 correspond one to one, and a clamping column 33 is fixedly connected to the middle of the hollow tube 31, and the shape of the clamping column 33 is U-shaped.

[0035] By setting rope openings 34 at both ends of the hollow tube 31, a traction rope can be passed through, and workers can remotely guide the movement of the curtain wall panel 1 through the traction rope. By setting a partition column 37, the space of the rope opening 34 can be divided into two. After the rope passes back and forth, a better fixing effect can be formed. By setting a clamping column 33 in the middle of the hollow tube 31 to limit the traction rope, the rope is not easy to slip or misplace during traction.

[0036] Reference Figure 3 , Figure 4 and Figure 5 As shown, both ends of the hollow tube 31 are fixedly connected with connectors 38, which are fixedly connected to the inner side of the fixing plate 35. Both ends of the hollow tube 31 are fixedly connected with reinforcing ribs 39, which are fixedly connected to the inner side of the fixing plate 35. The interior of the hollow tube 31 is fixedly connected with evenly distributed diamond-shaped pieces 36, and the directions of the evenly distributed diamond-shaped pieces 36 are all consistent.

[0037] By providing the reinforcing ribs 39 and the connecting pieces 38 , the connection strength between the hollow tube 31 and the fixing plate 35 is enhanced, the torsional resistance of the reinforced column 3 is improved, and the overall strength of the reinforced column 3 is further improved by providing a plurality of diamond-shaped pieces 36 inside the hollow tube 31 .

[0038] Reference Figure 3 and Figure 5 As shown, the outer wall of the hollow tube 31 is provided with evenly distributed vent holes 32 .

[0039] By providing the vent holes 32, the air circulation inside the reinforcement column 3 can be enhanced, the rusting effect can be slowed down, and the overall service life can be extended.

[0040] Working principle:

[0041] When in use, the worker operates the crane to hang the curtain wall panel 1 to the floor installation height. The worker uses a traction rope to pass through the outer space separated by the dividing column 37 in the rope opening 34 on one side of the hollow tube 31, and then bypasses the dividing column 37 to pass back from the space on the other side of the rope opening 34, and then passes the traction rope through the clamping column 33 to the rope opening 34 on the other side of the hollow tube 31. During the above operation, the traction rope is passed through the rope opening 34, and the length of the traction rope is continuously adjusted during the process. The worker then tightens the traction rope. After confirming that the fixation is completed, the worker can pull the traction rope at a distance to apply a force to the curtain wall panel 1 to adjust the movement process of the curtain wall panel 1. Because the panel 2 is curved, the inclination angles of the two panel columns 13 are different, and the overall force is also inconsistent. The strengthening column 3 is arranged as a torsionally resistant cylinder for support, which improves the overall structural strength of the curtain wall panel 1. By arranging a plurality of diamond-shaped pieces 36 inside the panel 2, the torsion resistance of the strengthening column 3 is further improved, thereby improving the overall structural strength of the curtain wall panel 1.

[0042] The above descriptions are only some preferred embodiments of the present disclosure and an explanation of the technical principles used. Those skilled in the art should understand that the scope of the invention involved in the embodiments of the present disclosure is not limited to the technical solutions formed by a specific combination of the above-mentioned technical features, but should also cover other technical solutions formed by any combination of the above-mentioned technical features or their equivalent features without departing from the above-mentioned inventive concept. For example, the above-mentioned features are replaced with the technical features with similar functions disclosed in the embodiments of the present disclosure (but not limited to) and the technical solutions formed.

Claims

1. A dislocated hyperbolic unit curtain wall, comprising a curtain wall panel (1), characterized in that: The inner side of the curtain wall panel (1) is fixedly connected to a panel (2), the curtain wall panel (1) comprises a panel top crossbeam (11) fixedly connected to the top of the panel (2), the bottom of the panel top crossbeam (11) is fixedly connected to two panel columns (13), the panel columns (13) are fixedly connected to both sides of the outer wall of the panel (2), the bottom of the panel columns (13) is fixedly connected to a panel bottom crossbeam (12), the panel bottom crossbeam (12) is fixedly connected to the bottom of the panel (2), the outer side of the panel (2) on one side is fixedly connected to a side panel (14), and a reinforcement column (3) is fixedly connected between two adjacent panel columns (13); The reinforcement column (3) is used by workers to remotely guide the position of the curtain wall panel (1) on a floor, and at the same time strengthens the overall structural strength of the curtain wall panel (1).

2. The staggered hyperbolic unit curtain wall according to claim 1, characterized in that: The reinforcement column (3) comprises a fixing plate (35) fixedly connected to the inner side of the plate column (13), and a hollow tube (31) is fixedly connected between two adjacent fixing plates (35).

3. The offset hyperbolic unit curtain wall according to claim 2 is characterized in that: Both ends of the hollow tube (31) are provided with rope openings (34), and both ends of the hollow tube (31) are fixedly connected with partition columns (37), and the positions of the partition columns (37) and the rope openings (34) correspond one to one.

4. The offset hyperbolic unit curtain wall according to claim 2 is characterized in that: A clamping column (33) is fixedly connected to the middle of the hollow tube (31), and the clamping column (33) is in a U-shape.

5. The offset hyperbolic unit curtain wall according to claim 2 is characterized in that: Connecting pieces (38) are fixedly connected at both ends of the hollow tube (31), and the connecting pieces (38) are fixedly connected to the inner side of the fixing plate (35).

6. The staggered hyperbolic unit curtain wall according to claim 2, characterized in that: Both ends of the hollow tube (31) are fixedly connected with reinforcing ribs (39), and the reinforcing ribs (39) are fixedly connected to the inner side of the fixing plate (35).

7. The staggered hyperbolic unit curtain wall according to claim 2, characterized in that: The interior of the hollow tube (31) is fixedly connected with evenly distributed rhombus-shaped pieces (36), and the evenly distributed rhombus-shaped pieces (36) are all oriented in the same direction.

8. The offset hyperbolic unit curtain wall according to claim 2, characterized in that: The outer wall of the hollow tube (31) is provided with evenly distributed ventilation holes (32).

9. The staggered hyperbolic unit curtain wall according to claim 1, characterized in that: The panel (2) is in an arc shape.

10. The staggered hyperbolic unit curtain wall according to claim 1, characterized in that: The inclination angles between the two plate columns (13) are different.

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