Treatment structure for curtain wall deformation joint

Abstract

The utility model discloses a processing structure for a curtain wall deformation joint, which comprises a joint supporting beam, a central shaft sleeve is sleeved at the central position of the outer surface of the joint supporting beam, the central shaft sleeve is fixedly connected with the joint supporting beam, a threaded part is arranged outside the joint supporting beam, and threaded lantern rings are sleeved on two sides of the outer surface of the joint supporting beam. The threaded lantern rings are in threaded connection with the gap supporting beam, wall connecting bases are arranged on the outer sides of the two threaded lantern rings, a plurality of wall fixing holes are formed in the wall connecting bases, and a plurality of reinforcing supporting rods are fixedly installed on the outer walls of the sides, close to the wall connecting bases, of the threaded lantern rings. By means of the curtain wall gap traction device, gap traction work can be effectively conducted on a deformation gap reserved in a curtain wall, the phenomenon that gaps of the curtain wall are increased due to external factors can be effectively avoided, the using effect of the whole curtain wall is improved, the service life of the whole curtain wall is prolonged, the using safety of the curtain wall is improved, and the curtain wall gap traction device is suitable for popularization and application. And good traction treatment stability is achieved.

Description

Technical Field

[0001] The utility model relates to a curtain wall gap treatment structure, in particular to a treatment structure for curtain wall deformation joints, belonging to the technical field of building curtain walls. Background Technique

[0002] Buildings often deform under the action of external factors, resulting in cracking or even damage. Deformation joints are structural joints reserved for this situation. The curtain wall system outside the civil engineering system also needs to leave structural joints according to the civil engineering joints;

[0003] During building construction, these deformation joints need to be caulked or covered. The treatment of structural joints needs to meet the deformation requirements of the structure, as well as the requirements of water blocking and even waterproofing. The traditional practices for deformation joints in curtain walls usually use expansion rubber strips, thermoplastic rubber elastomers or customized aluminum alloy profiles;

[0004] However, for the deformation joints reserved in the existing traditional curtain walls, there is no treatment structure for any pulling between the deformation joints. Under long-term use, the gap is likely to increase due to external factors, affecting the overall use effect of the curtain wall. Therefore, the utility model proposes a treatment structure for curtain wall deformation joints that can pull the deformation joints and prevent the gap from increasing. Content of the Utility Model

[0005] The utility model provides a treatment structure for curtain wall deformation joints to solve the problems raised in the background technique.

[0006] In order to solve the above technical problems, the utility model provides the following technical solutions:

[0007] A treatment structure for curtain wall deformation joints of the utility model includes a gap support beam. A central shaft sleeve is sleeved at the central position of the outer surface of the gap support beam. The central shaft sleeve is fixedly connected to the gap support beam. A threaded part is arranged outside the gap support beam. Threaded collar sleeves are sleeved on both sides of the outer surface of the gap support beam. The threaded collar sleeves are threadedly connected to the gap support beam. Wall connection seats are arranged on the outer sides of the two threaded collar sleeves. A number of wall fixing holes are opened on the wall connection seats. A number of strengthening support rods are fixedly installed on the outer wall of the threaded collar sleeve close to the wall connection seat. One end of the strengthening support rod away from the threaded collar sleeve is fixedly connected to the outer wall of the wall connection seat.

[0008] Further, in order to facilitate the description of the distribution state of the wall fixing holes and the strengthening support rods, a number of the wall fixing holes and the strengthening support rods are evenly distributed in a circular pattern around the midpoint of the wall connection seat.

[0009] Furthermore, in order to improve the overall structural strength of the gap support beam, threaded collar, reinforcing strut, and wall connection seat of the present utility model, while making it have a lighter mass and improving the usage effect, the gap support beam, threaded collar, reinforcing strut, and wall connection seat are all made of aluminum alloy support materials.

[0010] Furthermore, in order to improve the structural support effect, the diameter of the threaded collar is smaller than the diameter of the wall connection seat, and the structural assembly formed by the threaded collar, reinforcing strut, and wall connection seat is designed in a conical structure.

[0011] Furthermore, in order to prevent the threaded collar from rotating and disengaging from the gap support beam, end limit members are fixedly installed on the outer walls at both ends of the gap support beam by welding, and the diameter of the end limit members is larger than the diameter of the gap support beam.

[0012] Furthermore, in order to ensure normal usage effect, the wall connection seats on both sides of the gap support beam are respectively arranged in the deformation joints between the curtain walls.

[0013] Compared with the prior art, the present utility model provides the following beneficial effects:

[0014] The structural design of the present utility model can effectively perform the void pulling work on the deformation gap reserved for the curtain wall, thereby effectively preventing the curtain wall from increasing the gap due to external factors, increasing the overall usage effect and service life of the curtain wall, improving the usage safety of the curtain wall, and having good pulling treatment stability characteristics;

[0015] Moreover, the threaded collar of the present utility model is connected to the gap support beam through threads, so that the threaded collar can be manually rotated. When the threaded collar rotates, it will linearly move left and right on the gap support beam. Thus, the distance between the two wall connection seats can be adjusted by the movement of the threaded collar, so that it can be used for gaps of different voids, greatly improving the applicable range of the present utility model, having dynamic adjustable dimensional applicability, good practicability, and the overall support pulling structure is designed in a conical structure, thereby effectively improving the stability when dealing with the deformation joint, and having good structural strength and usage effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] In order to more clearly illustrate the technical solutions in the embodiments of the present utility model or the prior art, the following will briefly introduce the drawings required for use in the embodiments. Obviously, the drawings in the following description are only some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.

[0017] Figure 1 is the overall three-dimensional structural schematic diagram of the processing structure of the present utility model;

[0018] Figure 2 is a schematic top view structure diagram of the threaded collar assembly of the present utility model;

[0019] Figure 3 is a schematic three-dimensional structure diagram of the top of the threaded collar of the present utility model;

[0020] Figure 4 is a schematic diagram of the usage state of the treatment structure of the present utility model.

[0021] In the figure: 1, gap support beam; 2, central shaft sleeve; 3, threaded collar; 4, strengthening strut; 5, wall connection seat; 6, wall fixing hole; 7, end limiting member; 8, curtain wall body. Specific embodiments

[0022] To further illustrate the embodiments, the present utility model provides accompanying drawings, which are part of the disclosure of the present utility model. They are mainly used to illustrate the embodiments and can be combined with the relevant descriptions in the specification to explain the operating principle of the embodiments. With reference to these contents, those of ordinary skill in the art should be able to understand other possible implementation manners and the advantages of the present utility model. The components in the figures are not drawn to scale, and similar component symbols are usually used to represent similar components.

[0023] According to an embodiment of the present utility model, a treatment structure for curtain wall deformation joints is provided.

[0024] Now, the present utility model will be further described in conjunction with the accompanying drawings and specific embodiments. As Figures 1-4 shown, a treatment structure for curtain wall deformation joints according to an embodiment of the present utility model includes a gap support beam 1. A central shaft sleeve 2 is sleeved at the central position on the outer surface of the gap support beam 1, and the central shaft sleeve 2 is fixedly connected to the gap support beam 1. A threaded portion is provided on the outside of the gap support beam 1. Threaded collars 3 are sleeved on both sides of the outer surface of the gap support beam 1, and the threaded collars 3 are threadedly connected to the gap support beam 1. Wall connection seats 5 are provided on the outer sides of the two threaded collars 3, and a plurality of wall fixing holes 6 are formed in the wall connection seats 5. A plurality of strengthening struts 4 are fixedly installed on the outer wall of the threaded collar 3 close to the wall connection seat 5, and one end of the strengthening strut 4 away from the threaded collar 3 is fixedly connected to the outer wall of the wall connection seat 5.

[0025] In one embodiment, the plurality of wall fixing holes 6 and the strengthening struts 4 are evenly distributed in a circumferential manner at equal intervals through the midpoint of the wall connection seat 5.

[0026] In one embodiment, the gap support beam 1, the threaded collar 3, the strengthening strut 4, and the wall connection seat 5 are all made of aluminum alloy support materials.

[0027] In one embodiment, the diameter of the threaded collar 3 is smaller than the diameter of the wall connecting seat 5, and the structural assembly formed by the threaded collar 3, the reinforcing strut 4, and the wall connecting seat 5 is designed as a conical structure.

[0028] In one embodiment, end limit members 7 are fixedly installed by welding on the outer walls at both ends of the gap support beam 1, and the diameter of the end limit members 7 is larger than the diameter of the gap support beam 1.

[0029] In one embodiment, the wall connecting seats 5 on both sides of the gap support beam 1 are respectively arranged in the deformation joints between the curtain walls 8.

[0030] Working principle: When the present utility model is actually used, in the state shown in the attached drawings of the specification, the present utility model is placed in the deformation joint reserved for the curtain wall. The present utility model is provided with two groups of wall connecting seats 5 on the gap support beam 1. The wall connecting seats 5 can be in contact with the curtain wall. By means of the provided wall fixing holes 6, fixing nail structures can be driven into the curtain wall to fix the present utility model as a whole in the deformation joint of the curtain wall through the wall connecting seats 5. The structural design of the present utility model can effectively perform the void pulling work on the deformation gap reserved for the curtain wall, thereby effectively avoiding the increase of the gap of the curtain wall due to external factors, improving the overall use effect and service life of the curtain wall, enhancing the use safety of the curtain wall, and having good pulling treatment stability characteristics; Figure 4 Moreover, the threaded collar 3 and the gap support beam 1 of the present utility model are connected by threads. Thus, the threaded collar 3 can be manually rotated. When the threaded collar 3 rotates, it will perform a linear movement left and right on the gap support beam 1. Therefore, the distance between the two wall connecting seats 5 can be adjusted by the movement of the threaded collar 3, so as to be applicable to gaps with different voids, greatly improving the applicable range of the present utility model, having dynamic adjustable dimension applicability, good practicability, and the overall support pulling structure is designed as a conical structure, thereby effectively improving the stability when dealing with the deformation joint, and having good structural strength and use effect.

[0031] In summary, by means of the above technical solutions of the present utility model, the technical problem in the background art that "for the deformation joints reserved in the existing traditional curtain wall, there is no any pulling treatment structure between the deformation joints, and the gap is likely to increase due to external factors during long-term use, affecting the overall use effect of the curtain wall" is solved.

[0032]

[0033] ​In the present utility model, unless otherwise clearly stipulated and defined, terms such as "installation", "setting", "connection", "fixation", "swivel connection", etc. shall be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or integrated; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two components or the interaction relationship between two components. Unless otherwise clearly defined, for those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances. The above description is only the preferred embodiment of the present utility model and is not intended to limit the present utility model. 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 processing structure for curtain wall deformation joints, characterized in that: The invention comprises a gap support beam (1), wherein a central shaft sleeve (2) is sleeved at the center position of the outer surface of the gap support beam (1), wherein the central shaft sleeve (2) is fixedly connected to the gap support beam (1), wherein a threaded portion is arranged on the outside of the gap support beam (1), wherein threaded collars (3) are sleeved on both sides of the outer surface of the gap support beam (1), wherein the threaded collars (3) are threadedly connected to the gap support beam (1), wherein wall connection seats (5) are arranged on the outer sides of the two threaded collars (3), wherein a plurality of wall fixing holes (6) are opened on the wall connection seats (5), wherein a plurality of reinforcing rods (4) are fixedly installed on the outer wall of the threaded collar (3) close to the wall connection seat (5), wherein the end of the reinforcing rod (4) away from the threaded collar (3) is fixedly connected to the outer wall of the wall connection seat (5).

2. The processing structure for curtain wall deformation joints according to claim 1 is characterized in that: The plurality of wall fixing holes (6) and reinforcing support rods (4) are distributed in a circle at equal intervals through the midpoint of the wall connecting seat (5).

3. The processing structure for curtain wall deformation joints according to claim 1 is characterized in that: The gap support beam (1), the threaded collar (3), the reinforcing support rod (4) and the wall connection seat (5) are all made of aluminum alloy support material.

4. The processing structure for curtain wall deformation joints according to claim 1 is characterized in that: The diameter of the threaded collar (3) is smaller than the diameter of the wall connection seat (5), and the structural assembly formed by the threaded collar (3), the reinforcing support rod (4) and the wall connection seat (5) is designed in a conical structure.

5. The processing structure for curtain wall deformation joints according to claim 1 is characterized in that: The outer walls at both ends of the slot support beam (1) are fixedly mounted with end stoppers (7) by welding, and the diameter of the end stoppers (7) is greater than the diameter of the slot support beam (1).

6. The processing structure for curtain wall deformation joints according to claim 1 is characterized in that: The wall connection seats (5) on both sides of the gap support beam (1) are respectively arranged in the deformation joints between the curtain wall bodies (8).

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