CN211473072U - Wind-resistant column steel member - Google Patents
Wind-resistant column steel member Download PDFInfo
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- CN211473072U CN211473072U CN201922348779.7U CN201922348779U CN211473072U CN 211473072 U CN211473072 U CN 211473072U CN 201922348779 U CN201922348779 U CN 201922348779U CN 211473072 U CN211473072 U CN 211473072U
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Abstract
The utility model provides an anti-wind post steel member, include: two flat plate column bodies with the inner side surfaces buckled with each other and an elastic force bearing device arranged in the middle of the top of the inner side of each flat plate column body; the elastic force bearing device comprises a transverse plate arranged on the inner side surface of the connecting flat plate cylinder, two L-shaped symmetrically arranged rotating blocks arranged right above the transverse plate, a rotating shaft penetrating through the rotating blocks and connected with the flat plate cylinders on two sides, two limiting blocks arranged on the inner side of the rotating blocks and limiting the rotating blocks to rotate, a concave bottom plate arranged between the limiting blocks, and a concave top plate connected with the bottom plate through an elastic component; and the bottom plate props against the inner side of the rotating block to control the rotating angle of the rotating block when rising or pressing down. The utility model discloses an anti-wind post steel member can keep an elastic bearing load vertically.
Description
Technical Field
The utility model relates to a building device especially relates to an anti-wind post steel member.
Background
At present, the houses in China still mainly adopt a reinforced concrete frame structure, and along with the development of house industrialization, a plurality of advantages of light steel structure houses provide stages for the light steel structure houses. Along with the rapid development of economy and the continuous expansion of cities in China, more and more attention is paid to energy conservation, environmental protection, recycling and the like, but the traditional reinforced concrete material has the defects of low recycling rate, different high-rise structures such as factory buildings and commodity buildings, low bearing requirement on building materials, high requirement on the whole size and installation efficiency, difficult installation caused by small size deviation, field installation failure caused by large size, factory returning treatment and the like, and the construction efficiency, use safety and the like. The processing method of the dimension deviation is various, but the traditional processing technology of the dimension deviation and the like has many defects and needs to be continuously innovated and perfected.
Current steel construction factory building anti-wind post steel member commonly used, but current anti-wind post steel member only bears horizontal wind load, does not bear vertical load. Therefore, the load in the vertical direction can seriously affect the service performance of the wind-resistant column steel member.
SUMMERY OF THE UTILITY MODEL
The utility model discloses to prior art's defect, provide a can provide certain elastic load's anti-wind post steel member vertically.
The utility model discloses a solve above-mentioned technical problem and adopt following technical scheme:
a wind post steel member comprising: two flat plate column bodies with the inner side surfaces buckled with each other and an elastic force bearing device arranged in the middle of the top of the inner side of each flat plate column body; the elastic force bearing device comprises a transverse plate arranged on the inner side surface of the connecting flat plate cylinder, two L-shaped symmetrically arranged rotating blocks arranged right above the transverse plate, a rotating shaft penetrating through the rotating blocks and connected with the flat plate cylinders on two sides, two limiting blocks arranged on the inner side of the rotating blocks and limiting the rotating blocks to rotate, a concave bottom plate arranged between the limiting blocks, and a concave top plate connected with the bottom plate through an elastic component; and the bottom plate props against the inner side of the rotating block to control the rotating angle of the rotating block when rising or pressing down.
The flat plate column body is designed as a flat plate, the elastic force bearing device is mainly used for bearing vertical load, and the rotating block and the rotating shaft rotate relatively in an elastic pressure bearing mode; the top of the bottom plate is propped against the top of the inner side of the rotating block, so that the rotating angle of the rotating block can be controlled when the rotating block ascends or presses downwards.
In order to further optimize the above technical scheme, the utility model discloses the technical measure who takes does:
preferably, the side edge of the rotating block is arranged in an arc shape.
More preferably, the bottom of the limiting block is arranged to be inclined.
More preferably, the flat plate cylinder includes a long side plate and side plates connected to both sides of the long side plate.
More preferably, the front end of the side plate is provided with a surrounding short plate.
More preferably, the enclosing short plates, the side plates and the long side plates enclose the wind-resistant column steel member into a middle cavity and two side cavities.
More preferably, the elastic member is a spring.
More preferably, the flat column is provided with a connecting hole.
The utility model adopts the above technical scheme, compare with prior art, have following technological effect:
1. the utility model can maintain the original horizontal load force and strengthen the vertical load;
2. the utility model can keep an elastic bearing load in the vertical direction, and when enough load is ensured, the elastic bearing load of the wind-resistant column steel member is kept, so that the wind-resistant column steel member is kept stable but not rigidly bearing under the condition that some vertical loads are unstable, and the loss of rigid bearing of the wind-resistant column steel member can be reduced;
3. the utility model discloses an anti-wind post steel member has only added elasticity load device rather than whole reinforcement, can reduce the cost of whole anti-wind post steel member like this, and improves vertical load.
Drawings
Fig. 1 is a front view of a wind-resistant column steel member according to a preferred embodiment of the present invention;
fig. 2 is a perspective view of a wind-resistant column steel member according to a preferred embodiment of the present invention;
FIG. 3 is a plan view of a wind-resistant column steel member according to a preferred embodiment of the present invention;
FIG. 4 is a cross-sectional view of the AA face of FIG. 3;
fig. 5 is a perspective view of a preferred embodiment of the present invention;
wherein the reference numerals are:
1, a flat plate column; 2, an elastic force bearing device; 11 long side plates; 12 side plates; 13 enclosing a short plate; 14 an intermediate chamber; 15 side cavities; 16 connecting holes; 21, a transverse plate; 22 a turning block; 23 rotating the shaft; 24 defining a block; 25 a bottom plate; 26 a top plate; 27 an elastic member; 161 oblong holes; 162 circular holes; the block through hole is turned 221.
Detailed Description
The technical solution of the present invention will be further described in detail with reference to the accompanying drawings.
As shown in fig. 1-5, the utility model discloses a wind-resistant post steel member includes: two flat plate columns 1 with the inner sides buckled with each other and an elastic force bearing device 2 arranged in the middle of the top of the inner side of the flat plate column 1; the elastic force bearing device 2 comprises a transverse plate 21 arranged on the inner side surface of the connecting flat plate cylinder 1, two L-shaped symmetrically arranged rotating blocks 22 arranged right above the transverse plate 21, a rotating shaft 23 penetrating through the rotating blocks 22 and connected with the flat plate cylinders 1 on two sides, two limiting blocks 24 arranged on the inner side of the rotating blocks 22 and limiting the rotating blocks 22 to rotate, a concave bottom plate 25 arranged between the limiting blocks 24, and a concave top plate 26 connected with the bottom plate 25 through an elastic component 27; when the bottom plate 25 is lifted or pressed down, the bottom plate abuts against the inner side of the rotating block 22 to control the rotating angle of the rotating block 22.
The flat plate column 1 is designed as a flat plate, the elastic force bearing device 2 is mainly used for bearing vertical load, and the rotating block 22 and the rotating shaft 23 rotate relatively in an elastic pressure bearing mode; the top of the bottom plate 25 abuts against the inner top of the rotary block 22 so that it can control the rotation angle of the rotary block 22 when it is lifted or pressed down. The horizontal plate 21 is arranged in the middle of the top of the inner side of the flat plate column body 1, the transverse plate 21 is provided with the rotating block 22, the rotating block 22 is provided with a left rotating block and a right rotating block, a vertical plate of the rotating block 22 is provided with a rotating block through hole 221, the rotating shaft 23 penetrates through the rotating block through hole 221 and penetrates through the rotating block 22, the rotating block 22 rotates around the rotating shaft 23, the bottom of the rotating block 22 is supported on the bottom plate 25 when the rotating block 22 rotates to the vertical position, and the top of the rotating block is the upper surface of the flat plate column body 1 which is flush with or slightly protruded from the upper surface of the.
In a preferred embodiment, the side edges of the turning block 22 are arranged in an arc shape. This arrangement allows the turning block 22 to smoothly slide when turned to the corner position.
In a preferred embodiment, the bottom of the limiting block 24 is disposed in a slant direction. The bottom of the limiting block 24 is disposed obliquely and in accordance with the inclination direction when the rotating block 22 is rotated to the position of the bottom of the limiting block 24. This allows the force of the limiting block 24 to be more balanced.
In a preferred embodiment, the plate cylinder 1 includes a long side plate 11 and side plates 12 connected to both sides of the long side plate 11. The flat plate column body 1 is provided with a long side plate 11 and a side plate 12, and the front end of the side plate 12 is provided with a surrounding short plate 13. Enclose and close short slab 13, side board 12, long board 11 and enclose into middle chamber 14 and two side chamber 15 with anti-wind post steel member. The purpose of setting up like this is divided into three with dull and stereotyped cylinder 1's lifting surface area, and the benefit of setting up like this is that one increases the holding power, and the area that can disperse the atress is two, reduces the local lifting surface area of anti-wind post steel member, makes its dispersion load that can be better.
In a preferred embodiment, the elastic member 27 is a spring.
In a preferred embodiment, the plate cylinder 1 is provided with a connection hole 16. The connection hole 16 is preferably formed with two oblong holes 161 at the top and bottom positions, respectively, and a plurality of round holes 162 arranged side by side from the top to the bottom for easy connection.
Example one
As shown in fig. 1-5, the wind-resistant column steel member of the present embodiment includes two flat column bodies 1 whose inner sides are fastened to each other, and an elastic force-bearing device 2 disposed in the middle of the top of the inner side of the flat column body 1; the elastic force bearing device 2 comprises a transverse plate 21 arranged on the inner side surface of the connecting flat plate cylinder 1, two L-shaped symmetrically arranged rotating blocks 22 arranged right above the transverse plate 21, a rotating shaft 23 penetrating through the rotating blocks 22 and connected with the flat plate cylinders 1 on two sides, two limiting blocks 24 arranged on the inner side of the rotating blocks 22 and limiting the rotating blocks 22 to rotate, a concave bottom plate 25 arranged between the limiting blocks 24, and a concave top plate 26 connected with the bottom plate 25 through an elastic component 27; when the bottom plate 25 is lifted or pressed down, the bottom plate abuts against the inner side of the rotating block 22 to control the rotating angle of the rotating block 22. The side edges of the turning block 22 are arranged in an arc shape. The bottom of the limiting block 24 is arranged to be inclined. The flat plate column 1 includes a long side plate 11 and side plates 12 connected to both sides of the long side plate 11. The front end of the side plate 12 is provided with a surrounding short plate 13. Enclose and close short slab 13, side board 12, long board 11 and enclose into middle chamber 14 and two side chamber 15 with anti-wind post steel member. The elastic member 27 is a spring. The flat column body 1 is provided with a connecting hole 16.
The use method of the wind-resistant column steel member of the embodiment comprises the following steps:
firstly, the wind-resistant column steel member is fixedly connected through the connecting hole 16 on the flat-plate column body 1, and the fixing plate is connected with the top of the wind-resistant column steel member. When there is vertical load, the fixed plate contacts with top plate 26 and down presses top plate 26, top plate 26 pushes down elastomeric element 27 and down, elastomeric element 27 recompresses the upper surface of bottom plate 25 and makes bottom plate 25 down press, bottom plate 25 touches the front end of the inboard horizontal plate of turning block 22 down, its vertical board of turning block 22 can often inboard direction rotation under bottom plate 25's pressure, make the vertical board begin to rise, bottom to vertical board top contact fixed plate, begin to bear fixed plate pressure, vertical board bottom and diaphragm 21 upper surface contact this moment, the pressure of rotating plate with the fixed plate is conducted and is carried out pressure dispersion on the diaphragm 21. When the pressure disappears, the fixed plate rises, the pressure of the top plate 26 is eliminated, the top plate 26 rises to drive the bottom plate 25 to rise, and the rotating block 22 also rotates outwards to return to the original position.
The present invention has been described in detail with reference to the specific embodiments, but the present invention is only by way of example and is not limited to the specific embodiments described above. Any equivalent modifications and substitutions to those skilled in the art are intended to be within the scope of the present invention. Accordingly, variations and modifications in equivalents may be made without departing from the spirit and scope of the invention, which is intended to be covered by the following claims.
Claims (8)
1. A wind-resistant column steel member which characterized in that: the method comprises the following steps: two flat plate column bodies with the inner side surfaces buckled with each other and an elastic force bearing device arranged in the middle of the top of the inner side of each flat plate column body; the elastic force bearing device comprises a transverse plate arranged on the inner side surface of the connecting flat plate cylinder, two L-shaped symmetrically arranged rotating blocks arranged right above the transverse plate, a rotating shaft penetrating through the rotating blocks and connected with the flat plate cylinders on two sides, two limiting blocks arranged on the inner side of the rotating blocks and limiting the rotating blocks to rotate, a concave bottom plate arranged between the limiting blocks, and a concave top plate connected with the bottom plate through an elastic component; and the bottom plate props against the inner side of the rotating block to control the rotating angle of the rotating block when rising or pressing down.
2. The wind-resistant column steel member of claim 1, wherein: the side edge of the rotating block is arranged into an arc shape.
3. The wind-resistant column steel member according to claim 2, wherein: the bottom of the limiting block is arranged to be inclined.
4. The wind-resistant column steel member of claim 3, wherein: the flat plate cylinder comprises a long edge plate and side edge plates connected to two sides of the long edge plate.
5. The wind-resistant column steel member according to claim 4, wherein: and the front end of the side plate is provided with a surrounding short plate.
6. The wind-resistant column steel member of claim 5, wherein: enclose and close short slab, side board, long board and enclose synthetic middle chamber and two side chambeies with anti-wind post steel member.
7. The wind-resistant column steel member of claim 6, wherein: the elastic component is a spring.
8. The wind-resistant column steel member of claim 7, wherein: and the flat plate column body is provided with a connecting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922348779.7U CN211473072U (en) | 2019-12-24 | 2019-12-24 | Wind-resistant column steel member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922348779.7U CN211473072U (en) | 2019-12-24 | 2019-12-24 | Wind-resistant column steel member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211473072U true CN211473072U (en) | 2020-09-11 |
Family
ID=72371812
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922348779.7U Active CN211473072U (en) | 2019-12-24 | 2019-12-24 | Wind-resistant column steel member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211473072U (en) |
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2019
- 2019-12-24 CN CN201922348779.7U patent/CN211473072U/en active Active
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