CN216201175U - Multidirectional shock-resistant O type tubular column - Google Patents
Multidirectional shock-resistant O type tubular column Download PDFInfo
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- CN216201175U CN216201175U CN202121824110.1U CN202121824110U CN216201175U CN 216201175 U CN216201175 U CN 216201175U CN 202121824110 U CN202121824110 U CN 202121824110U CN 216201175 U CN216201175 U CN 216201175U
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Abstract
The utility model discloses a multidirectional anti-seismic O-shaped pipe column which comprises an upper pipe bundle and a lower pipe bundle which is spliced with the upper pipe bundle to form an O shape, wherein a bolt is arranged between the upper pipe bundle and the lower pipe bundle for connection, rubber is sleeved outside the upper pipe bundle and the lower pipe bundle, a hanging code is arranged on the upper pipe bundle, a first hole body is arranged at the top of the hanging code, a second hole body is arranged at one side of the hanging code, a third hole body is arranged at the other side of the hanging code, the through direction of the second hole body is consistent with that of the third hole body, and the through direction of the first hole body is intersected with that of the second hole body and the third hole body and is vertical to the second hole body; the multidirectional anti-seismic O-shaped pipe column adopts a plurality of nodes to perform shock absorption structure connection.
Description
Technical Field
The utility model relates to a multidirectional anti-seismic O-shaped pipe column.
Background
Earthquake is also called earthquake and earth vibration, and is a natural phenomenon that the earth crust can generate earthquake waves during the vibration caused in the process of quickly releasing energy; the mutual extrusion collision between the plate and the plate on the ball causes the dislocation and the rupture of the plate edge and the plate inside, which is the main reason for causing the ground vibration.
The propagation modes of the seismic waves comprise longitudinal waves, transverse waves and surface waves, wherein the longitudinal waves are also called P waves to cause up-and-down bumping vibration of the ground, and the destructiveness is weak; the transverse wave is also called as S wave, which causes horizontal shaking of the ground and has strong destructiveness; surface waves, also known as L-waves, propagate along the ground surface and are the main cause of strong destruction of buildings.
The earthquake causes the vibration of the ground surface and is transmitted to the building body and the non-structural component, and based on the vibration, the mechanism of the anti-seismic support proposed by the prior art is used for dealing with the vibration.
The anti-seismic support limits the displacement of the attached electromechanical engineering facilities, controls the vibration of the facilities and transmits the load to various components or devices on the bearing structure. The anti-seismic support gives reliable protection to building electromechanical engineering facilities in the earthquake and bears the earthquake action from any horizontal direction; the anti-seismic support is checked according to the load borne by the anti-seismic support; all components forming the anti-seismic support are finished components, and the components connected with the fasteners are convenient to install; the limit of the anti-seismic support of the heat-insulating pipeline is designed according to the size of the pipeline after heat insulation, and the displacement generated by expansion with heat and contraction with cold of the pipeline is not limited.
When meeting the earthquake of earthquake fortification intensity in local area, the building water supply and drainage, fire control, heating, ventilation, air conditioning, gas, heating power, electric power, communication and other electromechanical engineering facilities after earthquake fortification can achieve the aims of lightening earthquake damage, reducing and preventing secondary disasters as much as possible, thereby achieving the purpose of reducing casualties and property loss.
The O type tubular column is a body in the antidetonation support and hangs the structure, and current O type tubular column adopts the design of single node mostly, in case when the shock-absorbing structure of certain direction appears damaging in this node, influences the shock-absorbing structure of other directions of this node easily to lead to whole shock-absorbing structure's destruction.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects in the prior art, the utility model aims to provide a multidirectional anti-seismic O-shaped pipe column which adopts a plurality of nodes for connection of a damping structure.
The technical scheme adopted by the utility model for solving the technical problems is as follows:
the utility model provides a multidirectional shock-resistant O type tubular column, is including last tube bank, and with last tube bank amalgamation be O type lower tube bank, be provided with bolted connection between last tube bank and the lower tube bank, go up tube bank and lower tube bank overcoat have the rubber, be equipped with the hanging sign indicating number on the last tube bank, open at the top of hanging sign indicating number has first hole body, open one side of hanging sign indicating number has the second hole body, and open the opposite side has the third hole body, the direction of lining up of second hole body and third hole body is unanimous, the direction of lining up of first hole body intersects with the direction of lining up of second hole body and third hole body to form perpendicularly.
Preferably, the upper tube bundle comprises an upper tube body part which is arranged in a semicircular shape and an upper connecting part which is arranged in a flat plate shape.
Furthermore, the lower tube bundle comprises a lower tube body part which is arranged in a semicircular shape and a lower connecting part which is arranged in a flat plate shape.
Furthermore, the rubber covers are respectively sleeved outside the upper tubular body part and the lower tubular body part.
Preferably, the upper connecting part is provided with an upper connecting hole, and the lower connecting part is provided with a lower connecting hole.
Preferably, the bolt penetrates through the upper connecting hole and the lower connecting hole to form a fixing structure.
Preferably, the first hole body is located at the center of the top of the crane yard.
Furthermore, the hanging weight is connected to the middle position of the upper pipe body part.
Furthermore, the width of the hanging weight is consistent with that of the upper pipe body part.
Preferably, the first hole body is provided with a vertical damping piece, the second hole body is provided with a transverse damping piece, and the third hole body is provided with a radial damping piece.
The utility model has the beneficial effects that:
through having adopted the first hole body, the structural design of the second hole body and the third hole body, carry out the connection of vertical shock attenuation piece via the first hole body, the second hole body carries out the connection of horizontal shock attenuation piece, the third hole body carries out the connection of radial shock attenuation piece, via the first hole body of the distribution design that staggers, the shock-absorbing structure of multinode is connected to the second hole body and the third hole body, thereby avoid single node to influence the shock-absorbing structure of other nodes, make each shock-absorbing structure independently connect, be promptly that a shock-absorbing structure damages, also do not influence other shock-absorbing structure's normal operating.
Drawings
FIG. 1 is a schematic front view of a multi-directional seismic O-shaped tubular string according to the present invention;
FIG. 2 is a schematic perspective view of a multi-directional seismic O-shaped tubular column according to the present invention;
FIG. 3 is a schematic overall structure diagram of a four-way anti-seismic support based on an O-shaped pipe column;
FIG. 4 is a schematic view of a connection structure of the anti-seismic support and the O-shaped pipe column.
Detailed Description
The present invention is further described with reference to the following drawings and specific examples so that those skilled in the art can better understand the present invention and can practice the present invention, but the examples are not intended to limit the present invention.
Example 1
Referring to fig. 1-3, a multidirectional anti-seismic O-shaped pipe column includes an upper pipe bundle 1 and a lower pipe bundle 2 which is spliced with the upper pipe bundle 1 to form an O-shape, a bolt is arranged between the upper pipe bundle 1 and the lower pipe bundle 2, rubber sheets 3 are sleeved outside the upper pipe bundle 1 and the lower pipe bundle 2, a hanging weight 4 is arranged on the upper pipe bundle 1, a first hole body 41 is arranged at the top of the hanging weight 4, a second hole body 42 is arranged on one side of the hanging weight 4, a third hole body 43 is arranged on the other side of the hanging weight 4, the through direction of the second hole body 42 is consistent with that of the third hole body 43, and the through direction of the first hole body 41 is intersected with that of the second hole body 42 and the third hole body 43 and is perpendicular to the through direction.
The upper tube bundle 1 comprises an upper tube body part 11 in semicircular arrangement and an upper connecting part 12 in flat plate arrangement, the lower tube bundle 2 comprises a lower tube body part 21 in semicircular arrangement and a lower connecting part 22 in flat plate arrangement, the rubber sheet 3 is respectively sleeved outside the upper tube body part 11 and the lower tube body part 21, and the conventional tube column structure is spliced by the two half tube bundles to form an O-shaped tube column to support and hang the tube body.
The upper connecting part 12 is provided with an upper connecting hole 121, the lower connecting part 22 is provided with a lower connecting hole 221, the bolt penetrates through the upper connecting hole 121 and the lower connecting hole 221 to form a fixing structure, a bolt fixing structure is formed in the lateral direction, and the vertical direction is used for hanging a damping structure.
Example 2
Referring to fig. 2-4, a quadriversal antidetonation support based on O type tubular column, including the tubular column body, and install the antidetonation support on the tubular column body, the tubular column body is including hanging sign indicating number 4, it has first hole body 41 to open at the top of hanging sign indicating number 4, it has second hole body 42 and third hole body 43 to open all sides of hanging sign indicating number 4, the antidetonation support is including the vertical damper 5 of being connected with first hole body 41 cooperatees, and the horizontal damper 6 of being connected with second hole body 42 cooperatees, and the vertical damper 7 of being connected with third hole body 43 cooperatees, the direction of lining up of first hole body 41, second hole body 42 and third hole body 43 is crossing.
The vertical shock absorbing member 5 comprises a vertical screw 51, a vertical inner nut 52 in threaded fit with the vertical screw 51, a vertical outer nut 53 in threaded fit with the vertical screw 51, a vertical shock absorbing frame 54 in clamping fit with the vertical screw 51, the transverse shock absorbing member 6 comprises a transverse screw 61, a transverse inner nut 62 in threaded fit with the transverse screw 61, a transverse outer nut 63 in threaded fit with the transverse screw 61, a transverse hooking member 64 in pressed fit with the transverse outer nut 63, and a transverse shock absorbing frame 65 in rotational fit with the transverse hooking member 64, the longitudinal shock absorbing member 7 comprises a longitudinal screw 71, a longitudinal inner nut 72 in threaded fit with the longitudinal screw 71, a longitudinal outer nut 73 in threaded fit with the longitudinal screw 71, and a longitudinal hooking member 74 in pressed fit with the longitudinal outer nut 73, and a longitudinal shock-absorbing frame 75 which forms a running fit with the longitudinal hook 74, is hung on the screw rod through the hook and is fixed and limited by matching a nut, and then is connected with the shock-absorbing piece through running fit by adopting the hook, so that lateral shock absorption is carried out, and the situation that a plurality of shock-absorbing pieces are bound at the same position is avoided.
Vertical shock attenuation frame 54 is vertical setting, horizontal shock attenuation frame 65 and vertical shock attenuation frame 75 all are the slope setting, horizontal shock attenuation frame 65 is the same with vertical shock attenuation frame 75's inclination, and the slope design mainly used cooperation of horizontal shock attenuation frame 65 and vertical shock attenuation frame 75 and the rotation connection structure between the hook member.
The tubular column body is including last bundle 1, and be O type with last bundle 1 amalgamation down the bundle 2, go up bundle 1 and be provided with bolted connection down between the bundle 2, it has rubber 3 to go up bundle 1 and 2 overcoat down of bundle, second hole body 42 is unanimous with the direction of lining up of third hole body 43, the direction of lining up of first hole body 41 intersects with the direction of lining up of second hole body 42 and third hole body 43 to form perpendicularly, in this embodiment, has adopted the second hole body 42 and the third hole body 43 structure of relative setting, but also can adopt the perpendicular structure that sets up of second hole body 42 and third hole body 43 to realize the shock attenuation of lateral direction.
The upper tube bundle 1 comprises an upper tube body part 11 arranged in a semicircular shape and an upper connecting part 12 arranged in a flat plate shape, the lower tube bundle 2 comprises a lower tube body part 21 arranged in a semicircular shape and a lower connecting part 22 arranged in a flat plate shape, the rubber sheet 3 is respectively sleeved outside the upper tube body part 11 and the lower tube body part 21, an upper connecting hole 121 is formed in the upper connecting part 12, a lower connecting hole 221 is formed in the lower connecting part 22, a bolt penetrates through the upper connecting hole 121 and the lower connecting hole 221 to form a fixing structure, the first hole body 41 is located at the center of the top of the hanging code 4, the hanging code 4 is connected to the middle of the upper tube body part 11, and the width of the hanging code 4 is consistent with that of the upper tube body part 11.
The utility model has the beneficial effects that:
through having adopted the first hole body, the structural design of the second hole body and the third hole body, carry out the connection of vertical shock attenuation piece via the first hole body, the second hole body carries out the connection of horizontal shock attenuation piece, the third hole body carries out the connection of radial shock attenuation piece, via the first hole body of the distribution design that staggers, the shock-absorbing structure of multinode is connected to the second hole body and the third hole body, thereby avoid single node to influence the shock-absorbing structure of other nodes, make each shock-absorbing structure independently connect, be promptly that a shock-absorbing structure damages, also do not influence other shock-absorbing structure's normal operating.
The above-described embodiments of the present invention are not intended to limit the scope of the present invention, and the embodiments of the present invention are not limited thereto, and various other modifications, substitutions and alterations can be made to the above-described structure of the present invention without departing from the basic technical concept of the present invention as described above, according to the common technical knowledge and conventional means in the field of the present invention.
Claims (10)
1. The utility model provides a multidirectional shock-resistant O type tubular column, is including last tube bank, and the low tube bank that is the O type with the concatenation of last tube bank, be provided with bolted connection between last tube bank and the low tube bank, go up tube bank and low tube bank overcoat have the rubber, be equipped with on going up the tube bank and hang sign indicating number, its characterized in that: the top of the hanging sign indicating number is opened there is the first hole body, the one side of hanging sign indicating number is opened there is the second hole body, and the opposite side is opened there is the third hole body, the second hole body is unanimous with the direction of link up of the third hole body, the direction of link up of the first hole body intersects with the direction of link up of the second hole body and the third hole body to form perpendicularly.
2. The multidirectional earthquake-resistant O-shaped pipe column according to claim 1, wherein: the upper tube bundle comprises an upper tube body part which is arranged in a semicircular shape and an upper connecting part which is arranged in a flat plate shape.
3. The multidirectional earthquake-resistant O-shaped pipe column according to claim 2, wherein: the lower tube bundle comprises a lower tube body part which is arranged in a semicircular shape and a lower connecting part which is arranged in a flat plate shape.
4. A multidirectional earthquake-resistant O-shaped pipe string as defined in claim 3, wherein: the rubber covers are respectively sleeved outside the upper pipe body part and the lower pipe body part.
5. The multidirectional earthquake-resistant O-shaped pipe column according to claim 4, wherein: the upper connecting part is provided with an upper connecting hole, and the lower connecting part is provided with a lower connecting hole.
6. A multidirectional earthquake-resistant O-shaped pipe column according to claim 5, wherein: the bolt penetrates through the upper connecting hole and the lower connecting hole to form a fixing structure.
7. The multidirectional earthquake-resistant O-shaped pipe column according to claim 1, wherein: the first hole body is located at the center of the top of the hanging yard.
8. A multidirectional earthquake-resistant O-shaped pipe column according to claim 7, wherein: the hoisting code is connected to the middle position of the upper pipe body part.
9. A multidirectional earthquake-resistant O-shaped pipe string as defined in claim 8, wherein: the width of the hanging weight is consistent with that of the upper pipe body.
10. A multidirectional seismic O-shaped pipe string according to any one of claims 1 to 9, wherein: the first hole body is provided with a vertical damping piece, the second hole body is provided with a transverse damping piece, and the third hole body is provided with a radial damping piece.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121824110.1U CN216201175U (en) | 2021-08-05 | 2021-08-05 | Multidirectional shock-resistant O type tubular column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121824110.1U CN216201175U (en) | 2021-08-05 | 2021-08-05 | Multidirectional shock-resistant O type tubular column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216201175U true CN216201175U (en) | 2022-04-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121824110.1U Active CN216201175U (en) | 2021-08-05 | 2021-08-05 | Multidirectional shock-resistant O type tubular column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216201175U (en) |
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2021
- 2021-08-05 CN CN202121824110.1U patent/CN216201175U/en active Active
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