CN217711214U - Anti-rotation damping rod system, sliding block type damper and pendulum type damper - Google Patents
Anti-rotation damping rod system, sliding block type damper and pendulum type damper Download PDFInfo
- Publication number
- CN217711214U CN217711214U CN202221610826.6U CN202221610826U CN217711214U CN 217711214 U CN217711214 U CN 217711214U CN 202221610826 U CN202221610826 U CN 202221610826U CN 217711214 U CN217711214 U CN 217711214U
- Authority
- CN
- China
- Prior art keywords
- damping
- spherical hinge
- end part
- damping rod
- mass block
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a prevent rotatory damping lever system, slider formula attenuator, pendulum model attenuator, include: the method comprises the following steps: more than 2 damping rods and crossed oil return pipes which are arranged in parallel; the end part of the damping rod cylinder body is arranged at the end part of the damping rod cylinder body in a spherical hinge mode, and the end part of the piston rod is arranged at the end part of the piston rod in a spherical hinge mode; a spherical hinge seat is arranged on the upright column of the support frame, and a spherical hinge seat is arranged on the mass block; the end part spherical hinge of the damping rod cylinder body is arranged in a spherical hinge seat arranged on the support frame stand column, and the end part spherical hinge of the piston rod is arranged in a spherical hinge seat arranged on the mass block. By adopting the anti-rotation damping rod system, the slider type damper and the pendulum type damper, energy dissipation of a building in a torsional mode can be realized, so that torsional deformation is resisted.
Description
Technical Field
The utility model relates to a field such as structure anti-wind, antidetonation, attenuator design, concretely relates to prevent rotatory damping rod system, slider formula attenuator, pendulum model attenuator.
Background
Under the action of wind load, the general high-rise building can simultaneously vibrate along the wind direction, the vertical wind direction and the torsion direction. Because of low relative rigidity, more prominent high-altitude wind load and the like of the high-rise building, the dynamic response caused by the wind load must be controlled, otherwise, the deformation and vibration of the structure caused by the wind acting on the structure can greatly influence the comfort of the use of the building, and even can cause the overall and local damage of the structure.
Additional damping becomes the most effective method of controlling building motion, one of the common forms is the tuned mass damper, which is usually placed mainly at higher floor locations of the building, operating in pendulum form, which is a large iron ball or concrete block weighing several hundred tons, with four sides connected by springs, consisting of masses, springs and damping system. When external force is transmitted to the building. The swinging of the building can transfer energy to the damper to enable the damper to swing simultaneously, the calculated damper can generate opposite swinging, the opposite swinging is just different from the swinging of the building, the vibration frequency of the damper is adjusted to be close to the main structure frequency, and the structure resonance characteristic is changed, so that the swinging of the building can be reduced, and the damping effect is achieved. In addition, compared with a pendulum type tuned mass damper, the 'slide block type' tuned mass damper cancels an upper hanging device, utilizes self inertia to slide, and saves installation space.
The principle of the pendulum type and slider type tuned mass damper relates to the motion of a large mass block, and the mass block can generate space swing and can also generate autorotation due to the influence of the torsional mode of a building in the motion process. If the rotation amplitude is too large, the whole damper system will be twisted, and the damper effect will be damaged or weakened.
Therefore, aiming at the tuned mass damper, the invention of the mass block anti-rotation device is important for limiting the rotation of the mass block during the movement, enabling the mass block to move more regularly and dissipating energy of the building rotation mode.
Disclosure of Invention
An object of the utility model is to overcome prior art not enough, provide an anti-rotation damping rod system, slider formula attenuator, pendulum formula attenuator.
The scheme of this application is as follows:
an anti-rotation damping bar system, comprising: more than 2 damping rods arranged in parallel, crossed oil return pipes,
Wherein, the quantity of dampening bar is more than 2, the dampening bar includes: the damping rod cylinder body, the damping rod piston rod, the piston rod end spherical hinge and the damping rod cylinder body end spherical hinge are arranged, and the damping rod piston rod can stretch and retract relative to the damping rod cylinder body; under the initial condition, the elongation of the damping rods is kept equal;
the damping rods are connected through cross oil return pipes, the cross oil return pipes are hoses and are communicated with the damping rod cylinders, hydraulic oil can flow through the cross oil return pipes, when the damping rods stretch, the cross oil return pipes can achieve oil pressure balance inside two or more damping rods, namely through the arrangement of the cross oil return pipes, when 2 or more damping rods stretch and move, the stretching distances are equal;
the end part of the damping rod cylinder body is arranged at the end part of the damping rod cylinder body in a spherical hinge mode, and the end part of the piston rod is arranged at the end part of the piston rod in a spherical hinge mode;
a spherical hinge seat is arranged on the upright column of the support frame, and a spherical hinge seat is arranged on the mass block;
the end part spherical hinge of the damping rod cylinder body is arranged in a spherical hinge seat arranged on the support frame stand column, and the end part spherical hinge of the piston rod is arranged in a spherical hinge seat arranged on the mass block.
A slider-type damper, comprising: the device comprises a plurality of support frame upright columns, mass blocks and arc-shaped bases; the top surface of the arc-shaped base is a part of a spherical surface;
the upright column of the supporting frame and the arc-shaped base are respectively fixed on the upper layer and the lower layer of the structure;
the anti-rotation damping rod system is arranged between the mass block and 1 support frame upright column;
1 damping rod is arranged between the mass block and other support frame upright columns, and the damping rods are connected with the support upright columns and the mass block by adopting spherical hinges;
the mass block is arranged on the arc-shaped base in a sliding mode.
Further, the bottom of the mass block is matched with the shape of the arc-shaped base.
Further, under the initial condition, the height of the spherical hinge at the end part of the damping rod cylinder body is higher than that of the spherical hinge at the end part of the piston rod.
A pendulum damper, comprising: a suspension cable, a bottom support frame and a mass block;
the mass block is hung on the upper layer of the structure through a suspension cable, the bottom support frame is arranged on the lower layer of the structure,
the anti-rotation damping rod system is arranged between the bottom support frame and the mass block;
a damping rod is arranged between the bottom support frame and the mass block, and the damping rod is connected with the bottom support frame and the mass block by adopting a spherical hinge;
under the initial condition, the height of the spherical hinge at the end part of the damping rod cylinder body is lower than that of the spherical hinge at the end part of the piston rod.
The utility model has the advantages that:
first, the main idea of the present invention is: the device realizes the synchronous telescopic motion of the piston rod by a simple hydraulic rod cross oil return principle. The device itself is not only part of the damper damping system, but also enables mass anti-torsion. The device can realize energy dissipation on the torsional mode of a building by controlling the rotation of the mass block and matching with a controllable oil film quality tuned damper oil film system, thereby resisting torsional deformation.
Secondly, the utility model discloses a main idea is: a slider-type damper, comprising: the device comprises a plurality of support frame upright columns, mass blocks and arc-shaped bases; the top surface of the arc-shaped base is a part of a spherical surface; the support frame upright post and the arc-shaped base are respectively fixed on the upper layer and the lower layer of the structure; the anti-rotation damping rod system is arranged between the mass block and 1 support frame upright column; 1 damping rod is arranged between the mass block and other support frame upright columns, and the damping rods are connected with the support upright columns and the mass block by adopting spherical hinges; the mass block is arranged on the arc-shaped base in a sliding mode. The bottom of the mass block is matched with the shape of the arc-shaped base. Under the initial condition, the height of the spherical hinge at the end part of the damping rod cylinder body is higher than that of the spherical hinge at the end part of the piston rod.
Thirdly, the utility model discloses a main idea is: a pendulum damper, comprising: a suspension cable, a bottom support frame and a mass block; the mass block is suspended on the upper layer of the structure through the suspension cable, the bottom support frame is installed on the lower layer of the structure, and the anti-rotation damping rod system is arranged between the bottom support frame and the mass block; a damping rod is arranged between the bottom supporting frame and the mass block, and the damping rod is connected with the bottom supporting frame and the mass block by adopting spherical hinges; under the initial condition, the height of the spherical hinge at the end part of the damping rod cylinder body is lower than that of the spherical hinge at the end part of the piston rod.
Drawings
The present invention will be described in further detail with reference to the following examples, which are not intended to limit the invention.
FIG. 1 is a plan view of the device according to the first embodiment.
FIG. 2 is an operational view (elevation) of a "slider-type" damper according to the second embodiment.
FIG. 3 is an operational view (plan view) of the "slider type" damper of the second embodiment.
Fig. 4 is an operational view (elevation) of the "pendulum" damper of the third embodiment.
FIG. 5 is a schematic view of a damper anti-rotation device according to a first embodiment.
The reference numbers in figures 1-5 are illustrated below:
(1) -an anti-rotation damping rod system;
(2) -a support frame upright;
(3) -damping rod cylinder end ball joints;
(4) -a first dampening bar;
(5) -a damping rod cylinder;
(6) -a damper rod piston rod;
(7) -a piston rod end ball joint;
(8) -a cross-over oil return pipe;
(9) -a second dampening bar;
r-mass block;
Detailed Description
The first embodiment is as follows: as shown in fig. 1: an anti-rotation damping bar system, comprising: more than 2 damping rods (4) which are arranged in parallel, a crossed oil return pipe (8),
Wherein the number of the damping rods is more than 2 (as shown in figure 1: a first damping rod (4) and a second damping rod (9)), the damping rods comprise: the damping rod cylinder body, the damping rod piston rod, the piston rod end spherical hinge and the damping rod cylinder body end spherical hinge are arranged, and the damping rod piston rod can stretch and retract relative to the damping rod cylinder body; under the initial condition, the elongation of the damping rods is kept equal;
the damping rods are connected with each other through a crossed oil return pipe (8) (namely, damping rod cylinders are connected with each other through the crossed oil return pipe), the crossed oil return pipe is a hose (mutual movement between the damping rods is not influenced), the crossed oil return pipe is communicated with the damping rod cylinders, hydraulic oil can flow through the crossed oil return pipe, when the damping rods stretch, the crossed oil return pipe can realize oil pressure balance inside two or more damping rods, namely, through the arrangement of the crossed oil return pipe, when 2 or more damping rods stretch and move, the stretching distance is equal;
the end part of the damping rod cylinder body is arranged at the end part of the damping rod cylinder body in a spherical hinge mode, and the end part of the piston rod is arranged at the end part of the piston rod in a spherical hinge mode;
a spherical hinge seat is arranged on the upright post (2) of the supporting frame, and a spherical hinge seat is arranged on the mass block (R);
the end spherical hinge of the damping rod cylinder body is arranged in a spherical hinge seat arranged on the support frame upright post (2), and the end spherical hinge of the piston rod is arranged in a spherical hinge seat arranged on the mass block (R).
A method of operation of an anti-rotation damping bar system:
when the building is acted by external forces such as wind load, the mass block moves due to inertia, and the damping rod passively moves in a telescopic manner. At this time, the oil pressure inside the damping rods 1 and 2 is balanced due to the crossed oil return pipe, and the piston rod extension length l of the damping rods 1 and 2 is equal to that of the damping rods 21＝l2So that the distance L between the fixed ends of the two damping rod cylinder bodies and the connecting point of the mass block1＝L2For the mass block, the instantaneous distance between the two connecting points and the upright post of the support frame is equal, namely, the mass block does not rotate. The whole system thus achieves the aim of preventing the masses from twisting.
In a second embodiment, as shown in fig. 2-3, a slider-type damper includes: several supporting frame upright columns (2), mass block R and arc base seat; an arc base is arranged between the upright posts (2) of the supporting frame
(the top surface of the arc-shaped base is a part of a spherical surface);
stand column of support frame(2) Arc base
Respectively fixed on the upper layer and the lower layer of the structure;
an anti-rotation damping rod system of the first embodiment is arranged between the mass block (R) and 1 support frame upright post (2) in the mass block (R);
1 damping rod is arranged between the mass block (R) and other supporting frame upright columns (2)
The damping rod is connected with the supporting upright post and the mass block by adopting a spherical hinge;
the bottom of mass block (r) is also arc-shaped and is slidingly arranged on said arc-shaped base (the direction of movement of the mass block in the plane may be any direction, i.e. when anti-seismic and anti-wind, it has a damping effect regardless of the direction of the external horizontal force).
The second example works as follows:
the sliding block type damper is installed in a high-rise building, and when the high-rise building is subjected to strong wind (or earthquake), the building swings correspondingly. At the moment, the mass block in the sliding block type damper can generate reverse movement with the building and generate sliding in the arc-shaped base due to self inertia and smooth bottom;
through the synergistic action of the damping rods, the vibration frequency of the mass block can be just adjusted to be close to the main structure frequency by the opposite movement of the mass block, and the structural resonance characteristic is changed, so that the swinging of the building can be reduced, and the damping effect is achieved.
Design of example two: under the initial condition, the height of the spherical hinge at the end part of the damping rod cylinder body is higher than that of the spherical hinge at the end part of the piston rod.
In a third embodiment, as shown in fig. 4, a pendulum damper includes: suspension cable
Bottom support frame
The mass block (R);
mass block passing through suspension cable
Suspended on the upper, lower, supporting frame of the structure
Is arranged at the lower layer of the structure,
at the bottom of the support frame
An anti-rotation damping rod system of the first embodiment is arranged between the mass block (R);
at the bottom of the support frame
A damping rod is arranged between the mass block (R) and the bottom supporting frame
The mass blocks are connected by adopting spherical hinges;
under the initial condition, the height of the spherical hinge at the end part of the damping rod cylinder body is lower than that of the spherical hinge at the end part of the piston rod.
It should be noted that: common damping rod
Is identical to the design of the first damping lever (4), differing only in that: common damping rod
No cross return pipe (8) is provided.
The working of example three is as follows:
the pendulum type damper of the third embodiment is installed in a high-rise building, and when the high-rise building is subjected to strong wind (or earthquake), the building swings correspondingly. At the moment, the mass block in the pendulum type damper swings under the action of the suspension cable due to the inertia of the mass block; through the synergistic action of the damping rods, the displacement effect of earthquake or wind resistance is reduced through the energy consumption of the damping rods.
The above embodiment is the preferred embodiment of the present invention, which is only used to facilitate the explanation of the present invention, and not to the present invention, which makes any restriction on any form, and any person who knows commonly among the technical fields has, if in the scope of the technical features that do not depart from the present invention, the present invention is utilized to make the local change or modification equivalent embodiment, and does not depart from the technical features of the present invention, and all still belong to the technical features of the present invention.
Claims (5)
1. An anti-rotation damping rod system, comprising: more than 2 damping rods arranged in parallel, crossed oil return pipes,
Wherein, the quantity of damping pole is more than 2, the damping pole includes: the damping rod cylinder body, the damping rod piston rod, the piston rod end spherical hinge and the damping rod cylinder body end spherical hinge are arranged, and the damping rod piston rod can stretch and retract relative to the damping rod cylinder body; under the initial condition, the elongation of the damping rods is kept equal;
the damping rods are connected through cross oil return pipes, the cross oil return pipes are hoses and are communicated with the damping rod cylinders, hydraulic oil can flow through the cross oil return pipes, when the damping rods stretch, the cross oil return pipes can achieve oil pressure balance inside the two or more damping rods, namely, through the arrangement of the cross oil return pipes, when the 2 or more damping rods stretch, the stretching distances are equal;
the end part of the damping rod cylinder body is arranged at the end part of the damping rod cylinder body in a spherical hinge mode, and the end part of the piston rod is arranged at the end part of the piston rod in a spherical hinge mode;
a spherical hinge seat is arranged on the support frame upright post, and a spherical hinge seat is arranged on the mass block;
the end part spherical hinge of the damping rod cylinder body is arranged in a spherical hinge seat arranged on the stand column of the support frame, and the end part spherical hinge of the piston rod is arranged in a spherical hinge seat arranged on the mass block.
2. A slider-type damper, comprising: the device comprises a plurality of support frame upright columns, mass blocks and arc-shaped bases; the top surface of the arc-shaped base is a part of a spherical surface;
the support frame upright post and the arc-shaped base are respectively fixed on the upper layer and the lower layer of the structure;
an anti-rotation damping rod system of claim 1 mounted between said mass and 1 of said support frame uprights;
1 damping rod is arranged between the mass block and other support frame columns, and the damping rods are connected with the support columns and the mass block by adopting spherical hinges;
the mass block is arranged on the arc-shaped base in a sliding mode.
3. The slider-type damper as claimed in claim 2, wherein the bottom of the mass is adapted to the shape of the arc-shaped base.
4. The slider-type damper as in claim 2, wherein the height of the ball joint at the end of the damping rod cylinder is higher than the height of the ball joint at the end of the piston rod in an initial condition.
5. A pendulum damper, comprising: the device comprises a suspension cable, a bottom support frame and a mass block;
the mass block is suspended on the upper layer of the structure through the suspension cable, the bottom support frame is arranged on the lower layer of the structure,
an anti-rotation damping rod system as claimed in claim 1 disposed between the base support frame and the mass;
a damping rod is arranged between the bottom supporting frame and the mass block, and the damping rod is connected with the bottom supporting frame and the mass block by adopting spherical hinges;
under the initial condition, the height of the spherical hinge at the end part of the damping rod cylinder body is lower than that of the spherical hinge at the end part of the piston rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221610826.6U CN217711214U (en) | 2022-06-24 | 2022-06-24 | Anti-rotation damping rod system, sliding block type damper and pendulum type damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221610826.6U CN217711214U (en) | 2022-06-24 | 2022-06-24 | Anti-rotation damping rod system, sliding block type damper and pendulum type damper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217711214U true CN217711214U (en) | 2022-11-01 |
Family
ID=83775861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221610826.6U Active CN217711214U (en) | 2022-06-24 | 2022-06-24 | Anti-rotation damping rod system, sliding block type damper and pendulum type damper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217711214U (en) |
-
2022
- 2022-06-24 CN CN202221610826.6U patent/CN217711214U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105780640B (en) | One kind can reset shapes memorial alloy multidimensional shock insulation support | |
| CN109973323B (en) | Vibration reduction type wind power generation tower | |
| JP3885919B2 (en) | Tower crane mast horizontal support device | |
| CN216976004U (en) | High-strength assembly type damping support hanger | |
| CN217711214U (en) | Anti-rotation damping rod system, sliding block type damper and pendulum type damper | |
| CN108506584A (en) | A kind of antidetonation suspension and support based on disk spring vibration damping | |
| CN113389289B (en) | Bridge type self-resetting support with energy consumption amplification function | |
| CN111853368B (en) | Spiral duct wire rope antidetonation mounting system | |
| CN209082751U (en) | A kind of high-rise construction earthquake resistance frame | |
| CN213629245U (en) | Multifunctional anti-seismic support hanger | |
| CN201027352Y (en) | Self-reset hyperelastic shape memory alloy deoscillator | |
| CN110924556B (en) | Self-resetting shock-absorbing anti-collapse structure for frame structure | |
| CN206770795U (en) | A kind of heavy load horizontal pipe pull bar suspension bracket | |
| CN213243482U (en) | Hydraulic damping type damping device for preventing wind deflection of phase jumper wire on side of corner tower | |
| CN212744823U (en) | Hydraulic multiple damping device | |
| CN213837157U (en) | Balance weight lever type negative stiffness friction damper | |
| CN207470680U (en) | A kind of construction Machines support device | |
| CN109577362B (en) | Spherical bearing type ultralow-frequency horizontal universal vibration tuned mass damper | |
| CN215763936U (en) | Steam-water pipeline support hanger for boiler of thermal power generating unit | |
| CN205637219U (en) | Antitorque building rigid structure | |
| CN106677053A (en) | Steel box girder bridge girder | |
| CN220059090U (en) | Anti-seismic support for building | |
| CN216641011U (en) | Variable-rigidity shock absorption and isolation device | |
| CN216371855U (en) | Support arrangement for indoor pipe installation | |
| CN217053853U (en) | Pre-tightening type disc spring vibration isolation device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |