CN218346556U - Steel construction damping formula anti-wind post - Google Patents

Steel construction damping formula anti-wind post Download PDF

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Publication number
CN218346556U
CN218346556U CN202221375759.4U CN202221375759U CN218346556U CN 218346556 U CN218346556 U CN 218346556U CN 202221375759 U CN202221375759 U CN 202221375759U CN 218346556 U CN218346556 U CN 218346556U
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China
Prior art keywords
wind
round bar
cylinder
base
damping
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CN202221375759.4U
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Chinese (zh)
Inventor
于航南
严竟
贾文刚
罗喜
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Xinjiang Furui Assembly Technology Co ltd
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Xinjiang Furui Assembly Technology Co ltd
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Priority to CN202221375759.4U priority Critical patent/CN218346556U/en
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Abstract

The utility model discloses a steel construction damping formula anti-wind post, which comprises a base, the top of base is provided with the cylinder, the bottom of cylinder is provided with the damping subassembly, and the cylinder passes through damping subassembly swing joint with the base, the damping subassembly includes sleeve pipe, round bar and friction disc, and the sleeve pipe is fixed at the base top, and the round bar is fixed in the bottom both sides of cylinder, and round bar and friction disc embedding set up in the sleeve pipe, and friction disc and round bar contact. The utility model discloses when strong wind blows the deep bead, the deep bead drives the cylinder and passes through the upset of damping subassembly, and the cylinder drives the round bar and rotates, and the friction disc is the buffering with the frictional force that the round bar contact produced to wind-force, and this anti-wind post is modular structure design, and when receiving strong wind, has damping buffering and handles, and not only the anti-wind effect is better, and long service life.

Description

Steel construction damping formula anti-wind post
Technical Field
The utility model relates to an anti-wind post field, concretely relates to steel construction damping formula anti-wind post.
Background
The wind-resistant post is the structural component of individual layer industry factory building gable department, and the wind-resistant post's effect mainly is the wind load of transmission gable, goes up to transmit for the roof system and as for whole framed bent bearing structure through being connected of hinge node and girder steel, transmits for the basis through being connected with the basis down, generally is used for the brick and concrete structure house that rises tall and erect, inside large space, the lateral wall is few, like industry factory building and large-scale warehouse.
The prior art has the following defects: the existing wind-resistant column is fixedly installed in a wind-resistant area to be used, the wind-resistant column does not have buffering and force-unloading treatment on wind power, and in the long-term use process, the wind-resistant column is easy to damage and break and short in service life.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a steel construction damping formula anti-wind post to it is not enough in the solution background art.
In order to achieve the above object, the present invention provides the following technical solutions: a steel structure damping type wind-resistant column comprises a base, wherein a column body is arranged at the top of the base, and different from the prior art, a damping assembly is arranged at the bottom of the column body and is movably connected with the base through the damping assembly, the damping assembly comprises a sleeve, a round rod and a friction plate, the sleeve is fixed at the top of the base, the round rod is fixed at two sides of the bottom end of the column body, the round rod and the friction plate are embedded in the sleeve, and the friction plate is in contact with the round rod;
preferably, the number of the cylinders is three, the three cylinders are arranged at equal intervals, one side of each cylinder is fixedly provided with a wind shield, and the wind shields are matched with the cylinders to perform wind resistance treatment;
preferably, the bottom of the sleeve is provided with the support block, and the sleeve is fixedly connected with the base through the support block, so that the sleeve is firmer;
preferably, the end part of the sliding rod is provided with a groove, and the hoop is embedded in the groove, so that the hoop is prevented from being separated from the sliding rod;
preferably, in order to make the cylinder can resume to initial position automatically after not receiving the wind-force influence, we still are provided with the recoil spring at the inside one end of keeping away from the friction disc of sleeve pipe, the outside and the sleeve pipe fixed connection of recoil spring, the inboard and the round bar fixed connection of recoil spring, when the round bar does not receive external force, the recoil spring drives the round bar reversal through self elasticity, drives the cylinder by the round bar again and resumes to initial position.
In the technical scheme, the utility model provides a technological effect and advantage:
the utility model discloses when strong wind blows the deep bead, the deep bead drives the cylinder and passes through the upset of damping subassembly, and the cylinder drives the round bar and rotates, and the friction disc is the buffering with the frictional force that the round bar contact produced to wind-force, and this anti-wind post is modular structure design, and when receiving strong wind, has damping buffering and handles, and not only the anti-wind effect is better, and long service life.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present invention, and other drawings can be obtained by those skilled in the art according to these drawings.
Fig. 1 is a schematic view of the overall structure of the present invention.
Figure 2 is the longitudinal section of the utility model discloses damping subassembly.
Fig. 3 is an explosion effect diagram of the damping assembly of the present invention.
Description of reference numerals:
1. a base; 2. a cylinder; 3. a sleeve; 4. a round bar; 5. a friction plate; 6. a slide bar; 7. a hoop; 8. a rewind spring; 9. supporting a block; 10. a wind deflector.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without making creative efforts belong to the protection scope of the present invention.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present.
Example 1
Referring to fig. 1 and 2, the steel structure damping type wind-resistant column of the present embodiment includes a base 1, a column body 2 is disposed on a top of the base 1, and different from the prior art, a damping assembly is disposed on a bottom of the column body 2, and the column body 2 is movably connected to the base 1 through the damping assembly, the damping assembly includes a sleeve 3, a round bar 4 and a friction plate 5, the sleeve 3 is fixed on the top of the base 1, the round bar 4 is fixed on two sides of a bottom end of the column body 2, the round bar 4 and the friction plate 5 are embedded in the sleeve 3, and the friction plate 5 is in contact with the round bar 4;
furthermore, the number of the columns 2 is three, the three columns 2 are arranged at equal intervals, one side of each column 2 is fixedly provided with a wind shield 10, and the wind shields 10 are matched with the columns 2 to perform wind resistance treatment;
furthermore, a support block 9 is arranged at the bottom of the sleeve 3, and the sleeve 3 is fixedly connected with the base 1 through the support block 9, so that the structure is firmer;
during the use, base 1 passes through the bolt fastening at anti-wind region, and when deep bead 10 received the strong wind, the deep bead 10 was blown to the strong wind, and deep bead 10 drove cylinder 2 and passes through the upset of damping subassembly, and cylinder 2 drove round bar 4 and rotates, and the frictional force that friction disc 5 and round bar 4 contact produced is buffer treatment to wind-force, and this anti-wind post is modular structure design, and when receiving the strong wind, has damping buffer treatment, and not only anti-wind effect is better, and long service life.
Example 2
Referring to fig. 1 and 2, the steel structure damping type wind-resistant column of the present embodiment includes a base 1, a column body 2 is disposed on a top of the base 1, and different from the prior art, a damping assembly is disposed on a bottom of the column body 2, and the column body 2 is movably connected to the base 1 through the damping assembly, the damping assembly includes a sleeve 3, a round bar 4 and a friction plate 5, the sleeve 3 is fixed on the top of the base 1, the round bar 4 is fixed on two sides of a bottom end of the column body 2, the round bar 4 and the friction plate 5 are embedded in the sleeve 3, and the friction plate 5 is in contact with the round bar 4;
furthermore, the number of the columns 2 is three, the three columns 2 are arranged at equal intervals, one side of each column 2 is fixedly provided with a wind shield 10, and the wind shields 10 are matched with the columns 2 to perform wind resistance treatment;
furthermore, a support block 9 is arranged at the bottom of the sleeve 3, and the sleeve 3 is fixedly connected with the base 1 through the support block 9, so that the sleeve is firmer;
when the wind-resistant column is used, the base 1 is fixed in a wind-resistant area through bolts, when the wind-resistant plate 10 is subjected to strong wind, the strong wind blows the wind-resistant plate 10, the wind-resistant plate 10 drives the column body 2 to overturn through the damping assembly, the column body 2 drives the round rod 4 to rotate, and the friction force generated by the contact of the friction plate 5 and the round rod 4 buffers the wind force;
furthermore, a groove is formed in the end portion of the sliding rod 6, the hoop 7 is embedded in the groove, the hoop 7 is prevented from being separated from the sliding rod 6, the sliding rod 6 is fixedly arranged on the outer side of the friction plate 5 due to different wind speeds of different wind-resistant areas, the hoop 7 is arranged at the end portion of the sliding rod 6, the sliding rod 6 is driven by tightening the hoop 7 to push the friction plate 5 to further abut against the round rod 4, so that the friction force between the friction plate 5 and the round rod 4 is increased, the damping effect is improved, and the wind-resistant effect is stronger;
further, in order to make cylinder 2 can automatic recovery to initial position after not receiving the wind-force influence, we still are provided with rewind spring 8 in the inside one end of keeping away from friction disc 5 of sleeve pipe 3, rewind spring 8's the outside and sleeve pipe 3 fixed connection, rewind spring 8's inboard and round bar 4 fixed connection, when round bar 4 does not receive external force, rewind spring 8 drives the reversal of round bar 4 through self elasticity, drives cylinder 2 by round bar 4 again and resumes to initial position.
It is noted that, in this document, relational terms such as first and second, and the like, if any, are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrases "comprising a," "8230," "8230," or "comprising" does not exclude the presence of additional like elements in a process, method, article, or apparatus that comprises the element.
The above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention in its corresponding aspects.

Claims (6)

1. The utility model provides a steel construction damping formula anti-wind post, includes base (1), the top of base (1) is provided with cylinder (2), its characterized in that: the bottom of cylinder (2) is provided with damping assembly, and cylinder (2) pass through damping assembly swing joint with base (1), damping assembly includes sleeve pipe (3), round bar (4) and friction disc (5), and sleeve pipe (3) are fixed at base (1) top, and round bar (4) are fixed in the bottom both sides of cylinder (2), and round bar (4) and friction disc (5) embedding set up in sleeve pipe (3), and friction disc (5) and round bar (4) contact.
2. The damping type wind-resistant column with the steel structure as claimed in claim 1, wherein: the wind screen is characterized in that the cylinders (2) are arranged to be three, the three cylinders (2) are arranged at equal intervals, and a wind screen (10) is fixedly arranged on one side of each cylinder (2).
3. The steel structure damped wind post according to claim 2, wherein: the bottom of sleeve pipe (3) is provided with a piece (9), and sleeve pipe (3) and base (1) are through a piece (9) fixed connection.
4. The damped wind-resistant column of steel structure as set forth in claim 3, wherein: a sliding rod (6) is fixedly arranged on the outer side of the friction plate (5), and a hoop (7) is arranged at the end part of the sliding rod (6).
5. The steel structure damped wind post according to claim 4, wherein: the end part of the sliding rod (6) is provided with a groove, and the hoop (7) is embedded in the groove.
6. The damped wind-resistant column of steel structure as set forth in any one of claims 1 to 5, wherein: and one end of the interior of the sleeve (3), which is far away from the friction plate (5), is provided with a rewind spring (8), the outer side of the rewind spring (8) is fixedly connected with the sleeve (3), and the inner side of the rewind spring (8) is fixedly connected with the round rod (4).
CN202221375759.4U 2022-06-04 2022-06-04 Steel construction damping formula anti-wind post Active CN218346556U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221375759.4U CN218346556U (en) 2022-06-04 2022-06-04 Steel construction damping formula anti-wind post

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221375759.4U CN218346556U (en) 2022-06-04 2022-06-04 Steel construction damping formula anti-wind post

Publications (1)

Publication Number Publication Date
CN218346556U true CN218346556U (en) 2023-01-20

Family

ID=84921090

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221375759.4U Active CN218346556U (en) 2022-06-04 2022-06-04 Steel construction damping formula anti-wind post

Country Status (1)

Country Link
CN (1) CN218346556U (en)

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