Rectangular air pipe anti-seismic support hanger
The adjustable rectangular duct seismic support bracket, designed using materials such as C-shaped steel and bolts, solves the problems of complex structure and rigid connection of traditional seismic support brackets, and achieves adaptation to ducts of different sizes and enhanced stability.
Patent Information
- Application Number
- CN202520613296.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-02
- Publication Date
- 2026-01-16
- Estimated Expiration
- 2035-04-02
AI Technical Summary
Traditional seismic bracing systems are complex in structure and rigid in connection, which makes them difficult to adjust and adapt to rectangular ducts of different sizes.
Using C-shaped steel, bolts and other materials, an adjustable rectangular duct seismic support is designed. The adjustable performance is achieved through components such as Ω-shaped pressure blocks and seismic braces, which can be adapted to rectangular ducts of different sizes.
The adjustable performance of the support brackets has been improved, making them compatible with rectangular ducts of different sizes. The structure has been simplified, and the stability and adjustability have been enhanced.
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Figure CN223806708U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the field of building construction, in particular to a rectangular air pipe anti-seismic support hanger. BACKGROUND
[0002] The traditional anti-seismic support hanger is mainly composed of anchoring body, reinforcing hanger, anti-seismic connecting component and anti-seismic inclined brace, and its working principle is mainly to resist horizontal seismic force through the inclined brace structure, so as to realize the functions of load transmission, vibration reduction and displacement limitation. When applied, the following disadvantages exist:
[0003] 1: The existing anti-seismic connecting component structure is relatively complex;
[0004] 2: In order to improve stability, rigid connection is mostly used;
[0005] 3: The structure is difficult to adjust to adapt to rectangular air pipes of different sizes. CONTENT OF THE INVENTION
[0006] The purpose of the present application is to provide a rectangular air pipe anti-seismic support hanger, which uses C-shaped steel, bolts and other materials to a large extent to increase the adjustability of the entire support hanger.
[0007] In order to achieve the above-mentioned purpose, the present application adopts the following technical solutions:
[0008] A rectangular air pipe anti-seismic support hanger, comprising at least two full toothed lead screws and first and second C-shaped channel steels fixed between the two full toothed lead screws, the space between the first and second C-shaped channel steels being a rectangular air pipe installation space, the full toothed lead screws being fixed with the floor support plate through anti-seismic anchors, characterized in that: a stiffening device is further arranged above the first C-shaped channel steel and the full toothed lead screw, the stiffening device comprising a C-shaped channel steel and an omega-shaped pressing block, the C-shaped channel steel being sleeved on the full toothed lead screw, and the full toothed lead screw being pressed and fixed with the C-shaped channel steel through the omega-shaped pressing block; the omega-shaped pressing block comprises a pressing block body, a screw rod and a stop piece, the pressing block body is omega-shaped, the screw rod is a double-step screw rod, comprising a thick screw rod threadedly connected with the stop piece and a thin screw rod for limiting the pressing block body, the opening diameter of the elliptical top of the pressing block body is smaller than that of the thick screw rod and larger than that of the thin screw rod, and the thin screw rod passes through the opening and is fixed by double nuts to limit the pressing block body.
[0009] Further preferably, an anti-seismic inclined brace is further arranged between the first C-shaped channel steel and the floor support plate, the upper and lower parts of the anti-seismic inclined brace being connected and fixed with the floor support plate and the first C-shaped channel steel through anti-seismic connecting seats A and B, respectively, and the anti-seismic inclined brace being made of a C-shaped channel steel.
[0010] Further, two notches are arranged on the plate surfaces of the two sides of the stop piece towards the outside of the C-shaped channel steel, and the notches are used to limit the two curled edges of the C-shaped channel steel.
[0011] Further, the back plates of the first and second C-shaped channel steels are uniformly provided with oval holes, and the slots are downwardly arranged, and the bottom surface of the first C-shaped channel steel and the top surface of the second C-shaped channel steel are fixed with rubber gaskets through screws.
[0012] Further, the two sides of the rectangular air pipe, the bottom surface of the first C-shaped channel steel and the second C-shaped channel steel are respectively provided with limit full toothed lead screws, the upper and lower parts of the limit full toothed lead screws pass through the oval holes and are fixed through nuts.
[0013] In addition, the rod bodies of the full toothed lead screws passing through the top of the first C-shaped channel steel and the bottom of the second C-shaped channel steel are limited by U-shaped pressing blocks and nuts.
[0014] More preferably, the omega-shaped pressing block comprises a middle arc structure and a folded edge on both sides of the middle arc structure.
[0015] Compared with the prior art, the utility model has the following characteristics and beneficial effects:
[0016] The anti-seismic support frame of the utility model is provided with two groups of anti-seismic connecting seats A and B on the top of the fixing plate, and the first C-shaped channel steel is connected below the anti-seismic connecting seat B, the first C-shaped channel steel and the anti-seismic diagonal brace form a 45° angle, and the triangular connecting mode is more stable, in addition, the thin screw rod of the omega-shaped pressing block related to the application is limited by double nuts, and the pressing block body is in an arc structure, to this extent, the position of the pressing block body on the thin screw rod can be adjusted, so that the pressing block body can be pressed and fixed on full toothed lead screws with different diameters, and the adaptability of the stiffening device is improved; in addition to the adjustable up-down spacing, the first and second C-shaped channel steels can be left-right limited by the limit full toothed lead screws, so as to adapt to rectangular air pipes with different diameters. BRIEF DESCRIPTION OF DRAWINGS
[0017] Figure 1 It is a rectangular air pipe anti-seismic support frame structure schematic view of the application;
[0018] Figure 2 It is a stiffening device structure schematic view related to the application;
[0019] Figure 3 It is Figure 1 It is a middle A part enlarged structure schematic view.
[0020] The drawings show that: 1 is a full toothed lead screw; 2 is a first C-shaped channel steel; 3 is a second C-shaped channel steel; 4 is a rectangular air pipe; 5 is an anti-seismic anchor bolt; 6 is a screw; 7 is a rubber gasket; 8 is a limit full toothed lead screw; 9 is an omega-shaped pressing block; 91 is a pressing block body; 92 is a screw rod; 93 is a baffle; 94 is a toothed opening; 10 is an anti-seismic connecting seat A; 11 is an anti-seismic connecting seat B; 12 is an anti-seismic diagonal brace; 13 is a C-shaped channel steel. DETAILED DESCRIPTION
[0021] To make the technical means, innovative features, objectives and effects of this utility model easier to understand, the utility model will be further described below.
[0022] The embodiments described herein are specific implementations of this utility model, used to illustrate the concept of this utility model. They are all illustrative and exemplary, and should not be construed as limiting the implementation methods or scope of this utility model. In addition to the embodiments described herein, those skilled in the art can employ other obvious technical solutions based on the content disclosed in the claims and specification of this application. These technical solutions include those that make any obvious substitutions and modifications to the embodiments described herein.
[0023] Example 1
[0024] A type of rectangular duct seismic support, such as Figures 1-3 As shown, the system includes at least two threaded rods 1 and a first C-shaped channel steel 2 and a second C-shaped channel steel 3 fixed between the two threaded rods 1. The space between the first C-shaped channel steel 2 and the second C-shaped channel steel 3 is the installation space for a rectangular duct 4. The threaded rods 1 are fixed to the floor deck by seismic anchor bolts 5. A stiffening device is also provided above the first C-shaped channel steel 2 and on the threaded rods 1. The stiffening device includes a C-shaped channel steel 13 and an Ω-shaped pressure block 9. The C-shaped channel steel 13 is sleeved on the threaded rods 1. The fully threaded screw 1 is secured to the C-shaped channel steel 13 by an Ω-shaped pressure block 9. The Ω-shaped pressure block 9 includes a pressure block body 91, a screw 92, and a baffle 93. The pressure block body 91 is Ω-shaped, and the screw 92 is a double-stage screw, including a coarse screw threaded to the baffle 93 and a fine screw for limiting the pressure block body 91. The opening diameter of the elliptical top of the pressure block body 91 is smaller than that of the coarse screw but larger than that of the fine screw. The fine screw passes through the opening and is fixed by double nuts to limit the pressure block body 91. The two double nuts are fixed on both sides of the pressure block body 91, mainly serving to limit and not fix the pressure block body 91, which can rotate freely on the screw.
[0025] Except for the hanger rod, the main support structure of this application is made of C-shaped channel steel. The bottom plate of the C-shaped channel steel should be provided with bolt holes (elliptical holes) at even intervals, and the side plates should be provided with rolled edges. The side plates should also be provided with bolt holes at intervals as needed. Specifically, the back plates of the first C-shaped channel steel 2 and the second C-shaped channel steel 3 are provided with elliptical holes at even intervals, and the slots are all facing downwards. The bottom surface of the first C-shaped channel steel 2 and the top surface of the second C-shaped channel steel 3 are both fixed with rubber gaskets 7 by screws 6.
[0026] Example 2
[0027] Based on Embodiment 1, an anti-seismic brace 12 is also provided between the first C-shaped channel steel 2 and the floor deck. The upper and lower parts of the anti-seismic brace 12 are connected and fixed to the floor deck and the first C-shaped channel steel 2 through anti-seismic connecting seat A10 and anti-seismic connecting seat B11, respectively. The anti-seismic brace 12 is made of C-shaped channel steel. Two teeth 94 are provided on the plate surface of the baffle 93 facing the outside of the C-shaped channel steel 13 on both sides. The teeth 94 are used to limit the two rolled edges of the C-shaped channel steel 13. When the screw 92 is rotated, the baffle 93 can be made to remain stationary relative to the C-shaped channel steel 13, so that the end of the screw can be deeply abutted against the fully threaded screw.
[0028] Example 3
[0029] Based on Embodiment 2, the two sides of the rectangular duct 4, the bottom surface of the first C-shaped channel steel 2, and the second C-shaped channel steel 3 are respectively provided with limiting threaded rods 8. The upper and lower parts of the limiting threaded rods 8 pass through the elliptical holes and are fixed by nuts. The rods of the threaded rod 1 that pass through the top of the first C-shaped channel steel 2 and the bottom of the second C-shaped channel steel 3 are limited by U-shaped pressure blocks and nuts. The Ω-shaped pressure block 9 includes a central arc structure and folded edges on both sides of the central arc structure. In specific use, the diameter of the threaded rod relative to the central arc structure determines whether the threaded rod is positioned by the central arc structure or by a combination of the central arc structure and the end of the second-order screw.
[0030] The parts not covered in this utility model are the same as or can be implemented using existing technologies.
[0031] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. It will be apparent to those skilled in the art that this utility model is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or basic characteristics of this utility model. Therefore, the embodiments should be considered exemplary and non-limiting in all respects. The scope of this utility model is defined by the appended claims rather than the foregoing description, and thus all variations falling within the meaning and scope of equivalents of the claims are intended to be included within this utility model. No reference numerals in the claims should be construed as limiting the scope of the claims.
[0032] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.
Claims
1. A rectangular duct seismic bracing system, comprising at least two threaded rods (1) and a first C-channel steel (2) and a second C-channel steel (3) fixed between the two threaded rods (1), wherein the space between the first C-channel steel (2) and the second C-channel steel (3) is the installation space for the rectangular duct (4), and the threaded rods (1) are fixed to the floor slab by seismic anchors (5), characterized in that: The first C-shaped channel steel (2) is provided with a stiffening device above the full toothed lead screw (1), the stiffening device comprises a C-shaped channel steel (13) and an Ω-shaped pressing block (9), the C-shaped channel steel (13) is sleeved on the full toothed lead screw (1), and the full toothed lead screw (1) is pressed and fixed with the C-shaped channel steel (13) through the Ω-shaped pressing block (9); the Ω-shaped pressing block (9) comprises a pressing block body (91), a screw rod (92) and a baffle (93), the pressing block body (91) is Ω-shaped, the screw rod (92) is a double-step screw rod, comprises a coarse screw rod which is threadedly connected with the baffle (93) and a fine screw rod which is used for limiting the pressing block body (91), the opening diameter of the elliptical top of the pressing block body (91) is smaller than that of the coarse screw rod and larger than that of the fine screw rod, and the fine screw rod passes through the opening and is fixed through double nuts to limit the pressing block body (91).
2. A rectangular air pipe seismic support hanger according to claim 1, characterized in that: The first C-shaped channel steel (2) and the floor support plate are further provided with an anti-seismic inclined brace (12), the upper portion and the lower portion of the anti-seismic inclined brace (12) are connected and fixed with the floor support plate and the first C-shaped channel steel (2) through an anti-seismic connecting seat A (10) and an anti-seismic connecting seat B (11) respectively, and the anti-seismic inclined brace (12) is made of a C-shaped channel steel.
3. A rectangular air pipe seismic support hanger according to claim 1, characterized in that: Two toothed openings (94) are arranged on the plate surfaces on the two sides of the baffle (93) and towards the outer side of the C-shaped channel steel (13), and the toothed openings (94) are used for limiting the two curled edges of the C-shaped channel steel (13).
4. A rectangular air pipe seismic support hanger according to claim 1, characterized in that: Elliptical holes are uniformly and spacedly arranged on the back plates of the first C-shaped channel steel (2) and the second C-shaped channel steel (3), and the back plates are arranged downwards, and the bottom surface of the first C-shaped channel steel (2) and the top surface of the second C-shaped channel steel (3) are both fixed with rubber gaskets (7) through screws (6).
5. A rectangular air pipe seismic support hanger according to claim 4, characterized in that: Limiting full toothed lead screws (8) are arranged on the two sides of the rectangular air pipe (4), the bottom surface of the first C-shaped channel steel (2) and the second C-shaped channel steel (3) respectively, the upper portions and the lower portions of the limiting full toothed lead screws (8) pass through the elliptical holes and are fixed through nuts.
6. A rectangular air pipe seismic support hanger as claimed in claim 3, characterized in that: The rod bodies of the full toothed lead screw (1) passing through the top of the first C-shaped channel steel (2) and the bottom of the second C-shaped channel steel (3) are limited through U-shaped pressing blocks and nuts.
7. A rectangular air pipe seismic support hanger according to any one of claims 1 to 6, characterized in that: The Ω-shaped pressing block (9) comprises a middle arc structure and folded edges located on the two sides of the middle arc structure.