CN211421597U

CN211421597U - Steel construction anti-wind post

Info

Publication number: CN211421597U
Application number: CN201921184879.4U
Authority: CN
Inventors: 包兴园
Original assignee: Shandong Sunway Steel Building Co ltd
Current assignee: Shandong Sunway Steel Building Co ltd
Priority date: 2019-07-26
Filing date: 2019-07-26
Publication date: 2020-09-04
Anticipated expiration: 2029-07-26

Abstract

The utility model discloses a steel construction anti-wind post, including fixed frame, stand, auxiliary rod, base and solid fixed ring, the base top surface corresponds the stand and sets up the installing port, the base surface is round platform formula design, the vertical jack of seting up the auxiliary rod of pegging graft of base top surface, the fixed orifices of connecting wall board is seted up to base both sides level, the stand comprises inner prop, auxiliary rod and sheath, the inner prop cup joints inside the sheath, the stand passes through the vertical installation in the installing port of base of sheath, the auxiliary rod is through solid fixed ring vertical installation around the sheath. The wind-resistant column of the steel structure has the advantages of ingenious and reasonable structure, convenient assembly and disassembly, good wind-carrying effect and strong durability; through inner prop and sheath, prevent that the crossbeam in the fixed frame of top from dropping, prevent that the stand from empting, the shock attenuation spring in the fixed ring effectively reduces, and the steel construction is blown to the high wind, produces the influence of vibrations, has avoided dangerous emergence, and safe and reliable should use widely.

Description

Steel construction anti-wind post

Technical Field

The utility model relates to a steel construction facility field especially relates to a steel construction anti-wind post.

Background

The wind-resistant columns are structural components at gable walls of the single-layer industrial factory building, are mainly used for transmitting wind loads of the gable walls, are connected with the steel beams through hinged nodes to be transmitted to the roof system and the whole bent frame bearing structure, and are connected with the foundation to be transmitted to the foundation. The existing wind-resistant column has a single structure and cannot take effective protective measures.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a steel construction anti-wind post to solve above-mentioned technical problem.

In order to realize the purpose, the utility model adopts the following technical scheme:

a steel structure wind-resistant column comprises a fixing frame, a stand column, auxiliary rods, a base and a fixing ring, and further comprises an inner column, a sheath, a damping spring, an inner ring, an auxiliary cylinder and an outer ring, wherein the stand column is vertically arranged at the top of the base, the top surface of the base is provided with a mounting hole corresponding to the stand column, the surface of the base is designed in a round platform manner, the top surface of the base is vertically provided with a jack for inserting the auxiliary rods, two sides of the base are horizontally provided with fixing holes for connecting wall boards, the stand column consists of the inner column, the auxiliary rods and the sheath, the inner column is sleeved inside the sheath, the stand column is vertically arranged in the mounting hole of the base through the sheath, the auxiliary rods are vertically arranged around the sheath through the fixing ring, the fixing ring consists of the damping spring, the inner ring, the outer ring and the auxiliary cylinder, the auxiliary cylinder is horizontally welded at, the damping device is characterized in that a mounting groove is formed between the outer ring and the inner ring, the damping springs are mounted inside the mounting groove at intervals, the fixing frame is designed in a shape of a Chinese character 'ji', and the fixing frame is mounted at the top of the stand column through bolts.

On the basis of the technical scheme, the fixing ring is welded in the middle of the upright column, the outer ring of the fixing ring is positioned in the middle of the sheath, and a through hole through which the inner column penetrates is formed in the fixing ring.

On the basis of the technical scheme, the number of the auxiliary cylinders and the number of the auxiliary rods are four, four jacks are formed in the top of the base corresponding to the auxiliary rods, and lantern rings are welded between the bottom surfaces of the stand columns and the mounting ports.

On the basis of the technical scheme, the base top is integrally formed and provided with a circular table type protective sleeve, the base is in a square design, the protective sleeve is located in the middle of the base, and the stand column is inserted into the protective sleeve on the surface of the base through the mounting port.

Compared with the existing steel structure wind-resistant technology, the design scheme of the steel structure wind-resistant column has the following advantages: the wind-resistant column of the steel structure has the advantages of ingenious and reasonable structure, convenient assembly and disassembly, good wind-carrying effect and strong durability; when steel construction installation anti-wind post, fixed frame through the stand top, link to each other the crossbeam of steel construction with the anti-wind post, the stand supports the steel construction through the fixed frame in top, the anti-wind post passes through base both sides fixed orifices, through the wallboard threaded connection of screw with the steel construction, the steel construction carries out the anti-wind during operation through the anti-wind post, through inner prop and sheath, prevent that the crossbeam in the fixed frame in top from dropping, through base and auxiliary rod all around, prevent that the stand from empting, the shock attenuation spring in the fixed ring effectively reduces, the steel construction is blown to the high wind, produce the influence of vibrations, dangerous emergence has been avoided, safety and reliability, and suitable for being generalized to use.

Drawings

Fig. 1 is the structure diagram of the steel structure wind-resistant column of the utility model.

Fig. 2 is the component structure diagram of the steel structure wind-resistant column of the utility model.

Fig. 3 is the utility model discloses the stand structure chart of steel construction anti-wind post.

Fig. 4 is the utility model discloses a solid fixed ring structure picture is cup jointed to a section of thick bamboo that protects of steel construction anti-wind post.

Fig. 5 is the utility model discloses the solid fixed ring structure chart of steel construction anti-wind post.

In the figure: 1. the device comprises a fixing frame, 2, a column, 3, an auxiliary rod, 4, a base, 5, a fixing ring, 6, a mounting opening, 7, a jack, 8, a fixing hole, 9, a bolt, 10, an inner column, 11, a sheath, 12, a mounting groove, 13, a damping spring, 14, an inner ring, 15, an auxiliary cylinder, 16 and an outer ring.

Detailed Description

The invention is explained in further detail below with reference to the figures and the embodiments.

As shown in the figure, a steel construction anti-wind post, including fixed frame 1, stand 2, auxiliary rod 3, base 4 and solid fixed ring 5, still include interior post 10, sheath 11, damping spring 13, inner ring 14, supplementary section of thick bamboo 15 and outer loop 16, the vertical installation at base 4 top of stand 2, the corresponding stand 2 of base 4 top surface sets up installing port 6, the surface of base 4 is round platform formula design, and the vertical jack 7 of seting up grafting auxiliary rod 3 of base 4 top surface, the fixed orifices 8 of connecting wall board is seted up to base 4 both sides level, stand 2 comprises interior post 10, auxiliary rod 3 and sheath 11, interior post 10 cup joints inside sheath 11, stand 2 passes through the vertical installation in the installing port 6 of base 4 of sheath 11, auxiliary rod 3 is vertically installed around sheath 11 through solid fixed ring 5, gu fixed ring 5 is by damping spring 13, inner ring 14, the auxiliary rod supporting frame comprises an outer ring 16 and an auxiliary cylinder 15, wherein the auxiliary cylinder 15 is horizontally welded at four corners of the outer ring 16, the top of the auxiliary rod 3 is vertically inserted into the auxiliary cylinder 15, the inner ring 14 is installed inside the outer ring 16, an installation groove 12 is formed between the outer ring 16 and the inner ring 14, the damping springs 13 are installed inside the installation groove 12 at intervals, the fixing frame 1 is designed in a shape of a Chinese character 'ji', and the fixing frame 1 is installed at the top of the upright post 2 through bolts 9.

The fixing ring 5 is welded in the middle of the upright post 2, the outer ring 16 of the fixing ring 5 is positioned in the middle of the sheath 11, and a through hole through which the inner post 10 passes is formed in the fixing ring 5.

The quantity of the auxiliary cylinder 15 and the auxiliary rod 3 is four, four jacks 7 are arranged at the top of the base 4 corresponding to the auxiliary rod 3, and a lantern ring is welded between the bottom surface of the upright post 2 and the mounting port 6.

The integrated forming of 4 tops of base is equipped with round platform formula protective sheath 11, base 4 is square design, protective sheath 11 is located 4 middle parts of base, stand 2 pegs graft in protective sheath 11 on 4 surfaces of base through installing port 6.

The utility model discloses the theory of operation: when steel construction installation anti-wind post, fixed frame 1 through 2 tops of stand, link to each other the crossbeam of steel construction with the anti-wind post, stand 2 supports the steel construction through the fixed frame 1 in top, the anti-wind post passes through 4 both sides fixed orifices 8 of base, through the wallboard threaded connection of screw and steel construction, the steel construction carries out the anti-wind during operation through the anti-wind post, through inner prop 10 and sheath 11, prevent that the crossbeam in the fixed frame 1 in top from dropping, through base 4 and auxiliary rod 3 all around, prevent that stand 2 from empting, the shock attenuation spring 13 in the solid fixed ring 5 effectively reduces, the steel construction is blown to strong wind, produce the influence of vibrations, dangerous emergence has been avoided, safety and reliability.

The foregoing is a preferred embodiment of the present invention, and for those skilled in the art to understand the teaching of the present invention, the changes, modifications, replacements and variations to the embodiments will still fall within the protection scope of the present invention without departing from the principle and spirit of the present invention.

Claims

1. A steel structure wind-resistant column comprises a fixing frame (1), a column (2), an auxiliary rod (3), a base (4) and a fixing ring (5), and further comprises an inner column (10), a sheath (11), a damping spring (13), an inner ring (14), an auxiliary cylinder (15) and an outer ring (16), and is characterized in that the column (2) is vertically installed at the top of the base (4), a mounting hole (6) is formed in the top surface of the base (4) corresponding to the column (2), the surface of the base (4) is designed in a circular truncated cone shape, a jack (7) for inserting the auxiliary rod (3) is vertically formed in the top surface of the base (4), fixing holes (8) for connecting wall boards are horizontally formed in two sides of the base (4), the column (2) is composed of the inner column (10), the auxiliary rod (3) and the sheath (11), the inner column (10) is sleeved inside the sheath (11), and the column (2) is vertically installed in the mounting hole (6) of the base (4) through the sheath, auxiliary rod (3) are vertically installed around sheath (11) through solid fixed ring (5), gu fixed ring (5) comprises shock attenuation spring (13), inner ring (14), outer loop (16) and supplementary section of thick bamboo (15), supplementary section of thick bamboo (15) horizontal welding is in outer loop (16) four corners, the vertical grafting in supplementary section of thick bamboo (15) in auxiliary rod (3) top, inner ring (14) are installed inside outer loop (16), set up mounting groove (12) between outer loop (16) and inner ring (14), shock attenuation spring (13) interval mounting is inside mounting groove (12), fixed frame (1) is the font design, fixed frame (1) is installed at stand (2) top through bolt (9).

2. A steel structure wind-resistant column according to claim 1, characterized in that the fixing ring (5) is welded in the middle of the upright (2), the outer ring (16) of the fixing ring (5) is located in the middle of the sheath (11), and the fixing ring (5) is internally provided with a through hole through which the inner column (10) passes.

3. The steel structure wind-resistant column as claimed in claim 1, wherein the number of the auxiliary cylinders (15) and the auxiliary rods (3) is four, four insertion holes (7) are formed in the top of the base (4) corresponding to the auxiliary rods (3), and a lantern ring is welded between the bottom surface of the upright column (2) and the mounting hole (6).

4. The steel structure wind-resistant column is characterized in that a round table type protective sleeve (11) is integrally formed at the top of the base (4), the base (4) is of a square design, the protective sleeve (11) is located in the middle of the base (4), and the upright column (2) is inserted into the protective sleeve (11) on the surface of the base (4) through the mounting opening (6).