CN212427602U - Hyperbolic type pipe lead damper - Google Patents
Hyperbolic type pipe lead damper Download PDFInfo
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- CN212427602U CN212427602U CN201921268360.4U CN201921268360U CN212427602U CN 212427602 U CN212427602 U CN 212427602U CN 201921268360 U CN201921268360 U CN 201921268360U CN 212427602 U CN212427602 U CN 212427602U
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Abstract
The utility model relates to a hyperbolic pipe lead attenuator, including hyperbolic pipe, be located the connecting piece at hyperbolic pipe both ends respectively and be full of the lead core in hyperbolic pipe. The concave connecting end plate is provided with a groove, and two ends of the hyperbolic pipe are fixedly and hermetically arranged in the grooves respectively. The utility model has stable performance and high energy consumption efficiency; the novel combined metal damper is convenient to mount and dismount and flexible to arrange.
Description
Technical Field
The utility model relates to a building structure power consumption component, concretely relates to plumbous attenuator of hyperbolic type pipe.
Background
The metal damper is considered to be reliable and stable at present and is familiar to engineering designers, and the principle of the action of the metal damper is that metal has good hysteresis characteristics after entering a plastic state and absorbs a large amount of energy in the elastic-plastic hysteresis deformation process so as to absorb the energy acting on the metal damper. Under the action of earthquake, the metal damper yields before the main structure, and consumes energy input into the structure by earthquake, thereby achieving the purpose of lightening the earthquake response of the structure. Common metal dampers are lead dampers and mild steel dampers.
The lead has the characteristics of high plasticity, high density, low melting point, good lubricating property, corrosion resistance, low strength and the like, has good flexibility and ductility, can absorb a large amount of energy in the deformation process, and has good deformation tracking capability. Lead deforms at room temperature, dynamic recovery and dynamic recrystallization processes can occur simultaneously, and strain hardening disappears through the recovery and recrystallization processes, so that the lead has excellent fatigue resistance. However, lead dampers do not provide good initial stiffness because lead itself is soft, and lead has problems of difficult soldering and environmental pollution. Mild steel has better ductility and bearing capacity and can provide more ideal initial rigidity, but has the defect of larger yield displacement.
With the development and application of energy dissipation and shock absorption technology, the problems of the metal damper are solved, the advantages of the metal damper are utilized and exerted, and the development of the damper with high energy consumption efficiency and stable performance is urgent and has important significance.
SUMMERY OF THE UTILITY MODEL
To the technical problem, the utility model provides a hyperbolic pipe plumbous attenuator can adopt two kinds of power consumption structures to consume energy jointly, and it is efficient to consume energy, and the hyperbolic form weakens and forms middle part power consumption section, makes the attenuator warp and consumes energy and concentrates on the middle part to avoid the attenuator because end connection section destroys.
In order to realize the above object, the utility model provides a hyperbolic pipe lead attenuator, include hyperbolic pipe and the connecting piece that is located hyperbolic pipe both ends respectively, be equipped with the recess on the connecting piece respectively, the both ends of hyperbolic pipe are fixed seal respectively and establish in the recess, hyperbolic pipe and two connecting pieces form the shock attenuation space that is used for filling the lead core, the wall thickness of hyperbolic pipe is extended gradually to both ends by the centre of hyperbolic pipe and is increased, the outer wall cross-section of hyperbolic pipe is the hyperbolic setting.
Has the advantages that: the hyperbolic tube lead damper of the utility model utilizes the hyperbolic tube and the connecting pieces at the two ends thereof to fill and hermetically connect the lead core, thereby solving the problem that the lead core pollutes the environment; by utilizing the shearing and extrusion deformation of the lead core and the plastic deformation energy consumption of the hyperbolic tube, the hyperbolic tube lead damper dissipates or absorbs the energy input into the structure when bearing the load so as to reduce the earthquake reaction of the main structure, thereby avoiding the structure from being damaged or collapsing, achieving the purpose of shock absorption and having higher energy consumption efficiency when bearing the load.
Based on the idea that local weakening is equivalent to other part strengthening, the middle part of the damper is weakened in a hyperbolic curve mode to form a middle part non-welding-seam energy consumption section, so that the deformation and energy consumption of the damper are concentrated in the middle part, and the damper is prevented from being withdrawn from work too early due to the fact that end connection sections are damaged. The hyperboloid is a negative Gaussian curvature surface, and for a structure with nonzero Gaussian curvature, the Gaussian curvature changes only when the structure is torn or exceeds the bearing capacity of a material, so that the strength and the deformation resistance of the hyperboloid are very strong; based on this, hyperboloid form formation hyperboloid is adopted in hyperboloid pipe middle part, forms no welding seam power consumption section, realizes the target that hyperboloid pipe lead damper warp and the power consumption concentrates on the middle part, guarantees simultaneously the utility model discloses a attenuator middle part weakens the intensity of section; all parts of the hyperbolic tube lead damper are fixedly connected, so that the working performance inside and outside the damper is stable, the damper can simultaneously bear tension, bending and shearing composite deformation within the limit bearing capacity range, and the hyperbolic tube lead damper has all-directional energy consumption capacity; the problems of damper failure and the like caused by corrosion or corrosion of the hyperbolic pipe can be effectively avoided; the device can be used with the structure in the same period, does not need to be replaced, is free from maintenance and has high comprehensive economic benefit. The device is connected with embedded parts in a structure or a support (pier) through bolts, the arrangement is flexible, the installation is convenient in actual engineering, and the using function of the building is not influenced.
According to the preferable technical scheme, the hyperbolic tube comprises an integrally formed tube body and straight tube-shaped end portions arranged at two ends of the tube body, and the shapes of the straight tube-shaped end portions are matched with grooves of the connecting end plates.
According to the preferable technical scheme, the inner wall of the hyperbolic tube is in a straight tube shape, the middle of the hyperbolic tube is a middle energy consumption section, the section of the outer wall of the middle energy consumption section of the hyperbolic tube is in a relative hyperbolic shape, a transition section is arranged between the middle energy consumption section and the end connection section of the hyperbolic tube, the transition section of the outer wall of the hyperbolic tube is in a reverse parabolic shape, and the middle energy consumption section is in smooth transition with the end connection section.
According to the preferable technical scheme, the thickness of the middle pipe wall of the pipe body is 50% -70% of the thickness of the end part of the pipe body.
According to the preferable technical scheme, two ends of the hyperbolic tube can be fixedly connected to the concave connecting end plate through welding respectively, or the concave connecting end plate and the hyperbolic tube are respectively subjected to tapping and threading, so that solderless connection is achieved.
According to the preferable technical scheme, the hyperbolic pipe is a stainless steel pipe or a copper pipe.
According to the preferred technical scheme, the connecting piece is a concave connecting end plate, and a connecting hole is formed in the concave connecting end plate.
Drawings
FIG. 1 is a schematic structural view of a hyperbolic pipe lead damper of the present invention, which is welded and fixed;
FIG. 2 is a schematic structural view of the hyperbolic tube lead damper of the present invention adopting threading and tapping for fixation;
FIG. 3 is a schematic structural view of the hyperbolic tube lead damper of the present invention, wherein the connecting member is a square plate and a circular plate;
FIG. 4 is a schematic structural view of the hyperbolic tube lead damper and the frame structure of the present invention in a wall pier type arrangement;
fig. 5 is a schematic structural view of the building installation structure of the present invention, wherein the hyperbolic pipe lead damper and the frame structure are arranged in a pier-type arrangement;
FIG. 6 is a schematic structural view of the hyperbolic tube lead damper of the present invention disposed on the coupling beam;
fig. 7 is a schematic structural view of the building installation structure of the present invention, wherein the hyperbolic pipe lead damper and the frame structure are arranged in a herringbone manner;
fig. 8 is a schematic structural view of the building installation structure of the present invention, wherein a hyperbolic pipe lead damper is arranged in the middle of the energy consumption beam;
fig. 9 is a schematic structural view of the building installation structure of the present invention, wherein the hyperbolic pipe lead damper is disposed at the end of the energy consuming beam.
Wherein:
1. a hyperbolic shaped pipe; 2. a lead core; 3. the concave connection end plate; 31. a groove; 32. connecting holes; 4. a frame column; 5. a frame beam; 6. squatting on the wall; 7. pillar piers; 8. bracing; 9. a connecting plate; 10. connecting beam
Detailed Description
The following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
As shown in fig. 1-3, for the preferred embodiment of the hyperbolic tube lead damper provided by the present invention, including hyperbolic tube 1 and the connecting pieces respectively located at two ends of hyperbolic tube 1, specifically, the connecting pieces are concave connecting end plates 3, two concave connecting end plates 3 are relatively arranged at two ends of hyperbolic tube 1, grooves 31 are respectively processed at two opposite sides of two concave connecting end plates 3, two ends of hyperbolic tube 1 are respectively and fixedly sealed in grooves 31, hyperbolic tube 1 and two concave connecting end plates form a damping space for filling lead, lead 2 is completely sealed and filled in the damping space, and the problems of environmental pollution and difficult welding of lead 2 can be solved; the wall thickness of the hyperbolic pipe 1 is gradually increased from the middle of the hyperbolic pipe 1 to two ends in an extending mode, the section of the outer wall of the hyperbolic pipe 1 is in a hyperbolic setting, specifically, the hyperbolic pipe 1 comprises an integrally formed pipe body and straight cylindrical end portions arranged at two ends of the pipe body, the shape of each straight cylindrical end portion is matched with the groove 31 of the concave connecting end plate, the straight cylindrical end portions are welded and fixed with the grooves 31, and when the double-curved pipe 1 is welded and fixed, the damper can achieve good sealing performance without additionally arranging a sealing element. In other embodiments of the present invention, as shown in fig. 2, the hyperbolic pipe 1 and the connecting member may be connected by tapping and threading to realize solderless connection.
As shown in fig. 3-4, the concave connection end plate 3 may be a square plate or a circular plate, and a connection hole 32 is reserved on the concave connection end plate 3 for connection with a building structure body; the connecting holes 32 can be threaded holes or through holes, and the connecting pieces are connected with embedded pieces in structures or supports (piers) through bolts, so that the connecting pieces can be flexibly installed, are convenient to install in actual engineering and do not influence the use function of a building.
The embodiment of the utility model provides an in, the interior pipe wall of hyperbolic pipe 1 is straight tube-shape, and the cross-section at the outer pipe wall middle part of hyperbolic pipe 1 is relative hyperbolic shape, and is concrete, and the pipe wall thickness at the middle part of body is 50% to 70% of body tip thickness.
The middle part of the hyperbolic tube is a middle energy consumption section, the outer wall section of the middle energy consumption section of the hyperbolic tube is in a relative hyperbolic shape, a transition section is arranged between the middle energy consumption section and the end connection section of the hyperbolic tube, the transition section of the outer wall of the hyperbolic tube adopts a reverse parabolic form, and the middle energy consumption section is in smooth transition with the end connection section.
The parts of the hyperbolic tube lead damper are fixedly connected, so that the working performance inside and outside the damper is stable, the double-curved tube lead damper can simultaneously bear tension, bending and shearing composite deformation within the limit bearing capacity range, and the double-curved tube lead damper has all-directional energy consumption capacity.
By utilizing the shearing and extrusion deformation of the lead core and the plastic deformation energy consumption of the hyperbolic tube 1, the hyperbolic tube lead damper dissipates or absorbs the energy input into the structure when bearing the load so as to reduce the earthquake reaction of the main structure, thereby avoiding the structure from being damaged or collapsing and achieving the purposes of damping and controlling the earthquake, so that the hyperbolic tube lead damper dissipates or absorbs the energy input into the structure when bearing the load so as to reduce the higher energy consumption efficiency of the main structure when bearing the load.
The wall thickness of the hyperbolic pipe 1 is gradually increased from the middle of the hyperbolic pipe 1 to two ends of the hyperbolic pipe, the middle of the hyperbolic pipe 1 is weakened in a hyperbolic form, so that the deformation and energy consumption of the damper are concentrated in the middle, and the damage of a connecting section at the end part of the damper is avoided; the hyperboloid is a negative Gaussian curvature surface, and for a structure with nonzero Gaussian curvature, the Gaussian curvature changes only when the structure is torn or exceeds the bearing capacity of a material, so that the strength and the deformation resistance of the hyperboloid are very strong; based on this, hyperboloid form formation hyperboloid is adopted in hyperboloid type pipe 1 middle part, forms no welding seam power consumption section, realizes the target that hyperboloid type pipe lead attenuator warp and power consumption concentrates on the middle part, guarantees simultaneously the utility model discloses a attenuator middle part weakens the intensity of section; all parts of the hyperbolic tube lead damper are fixedly connected, so that the working performance inside and outside the damper is stable, the damper can simultaneously bear tension, bending and shearing composite deformation within the limit bearing capacity range, and the hyperbolic tube lead damper has all-directional energy consumption capacity; the problems of damper failure and the like caused by corrosion or corrosion of the hyperbolic pipe can be effectively avoided; the device can be used with the structure in the same period, does not need to be replaced, is free from maintenance and has high comprehensive economic benefit.
Wherein the double-curve type pipe 1 is a stainless steel pipe or a copper pipe.
When the hyperbolic pipe 1 is a stainless steel pipe, the stainless steel pipe material has the following characteristics: (1) the elastic modulus is small; (2) the proportional limit is very low, generally the proportional limit is about 36% -60% of the yield strength, and the proportional limit of the common structural steel is about 75% of the yield strength; (3) the ductility is better, and the elongation at break is 2-3.5 times of that of common structural steel; (4) the strength is usually higher than that of common structural steel, and the ratio of tensile strength to yield strength is also obviously higher than that of common structural steel; (5) the material has good corrosion resistance and durability.
In particular, when the copper pipe is used, the copper material has the following characteristics: (1) the mechanical property is good, the compressive strength is high, simultaneously, the toughness is good, the ductility is high, and the shock resistance, the impact resistance and the fatigue resistance are excellent; (2) the safety and reliability are high, and the copper pipe has the characteristics of heat resistance, cold resistance, corrosion resistance and fire resistance; (3) the lead core has no permeability, and any substance including light cannot penetrate through the copper pipe, so that the problem that the lead core pollutes the environment can be solved, and the lead core is protected from being polluted.
In summary, the hyperbolic type lead damper has the following characteristics: (1) the hyperbolic type pipe 1 and the lead work cooperatively, and the two energy dissipation structures consume energy together, so that the energy dissipation efficiency is high; (2) the energy consumption and shock absorption mechanism is clear, and the energy consumption damping device has all-directional energy consumption capability and stable performance; (3) the yield displacement is small, and the ductility performance is excellent; (4) the lead is arranged in the core energy dissipation element and the end connecting plate, and the lead does not need to be welded. The sealing effect is good, meanwhile, the sealing ring cannot be in direct contact with the outside, and pollution cannot be caused in the using process; (5) the damper can effectively avoid the problems of damper failure and the like possibly caused by corrosion or corrosion of the steel pipe, can be used with the building main body in the same period, does not need to be replaced, is free from maintenance and has high comprehensive economic benefit; (6) the structure is simple, the environment is protected, and the processing is convenient; the connecting holes 32 on the concave connecting end plate are connected with a building structure or a supporting structure by bolts, so that the mounting and dismounting are convenient, and the arrangement is flexible.
Exemplarily, fig. 4 to 6 are schematic structural views of specific implementation of the hyperbolic tube lead damper of the present invention, fig. 4 is a schematic structural view of the hyperbolic tube lead damper and a frame structure of the present invention adopting a wall pier type arrangement mode, frame beams 5 are arranged at the middle of two frame columns 4 from top to bottom, wall squats 6 are arranged between the frame beams 5 from top to bottom, and two hyperbolic tube lead dampers of the present invention are installed between two wall squats 6; fig. 5 is a schematic structural view of the hyperbolic tube lead damper and the frame structure of the present invention in a pier-type arrangement, a pier 7 is relatively disposed between two frame beams 5, and the hyperbolic tube lead damper of the present invention is installed between the two piers 7;
FIG. 6 is a schematic structural view of the hyperbolic tube lead damper of the present invention disposed on the coupling beam; connecting beams 10 are oppositely arranged between the two frame columns 4, and the damper is fixedly connected with the two connecting beams 10.
Fig. 7 is the utility model discloses a hyperbolic type plumbous attenuator adopts herringbone to prop the structural schematic diagram of formula arrangement with frame construction, is equipped with two bracing that are the herringbone and arrange on frame roof beam 5 between two frame roof beams 5, and the fixed connecting plate 9 that is equipped with in herringbone top is fixed between connecting plate 9 and the other frame roof beam 5 the utility model discloses a hyperbolic type plumbous attenuator.
Fig. 8 is the utility model discloses a structure schematic diagram at power consumption roof beam middle part is arranged to hyperbolic type pipe lead attenuator, and a frame roof beam 5 between two frame posts 4 is established to two sections roof beams that the level is relative, is equipped with the interval between two sections roof beams, the utility model discloses a attenuator setting is in the interval, and the both ends of attenuator respectively with both ends frame roof beam 5 fixed connection, the lower part of two sections roof beams is equipped with bracing 8 respectively, the corresponding setting of bracing of two sections roof beams, the both ends of bracing 8, one end are connected in the contained angle department of frame roof beam 5 and frame post 4, the tip at two sections roof beams is connected to one end in addition.
Fig. 9 is a schematic structural view of the hyperbolic pipe lead damper of the present invention disposed at the end of the energy dissipating beam; wherein, pass through between one end of a frame roof beam 5 in two frame roof beams 5 and the frame post 4 the utility model discloses a attenuator is connected, and is equipped with bracing 8 in the lower part of this frame roof beam 5, the both ends of bracing 8, the contained angle department of one end connection frame roof beam 5 and frame post 4, the tip of the frame roof beam 5 of being connected with the attenuator is connected to one end in addition.
In the damper arrangement mode, the outline of the concave connecting end plate 3 is preferably a square or round structure; and a single or a plurality of hyperbolic tube lead dampers can be arranged according to actual requirements.
In the description of the present invention, it should be noted that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and replacements can be made without departing from the technical principle of the present invention, and these modifications and replacements should also be regarded as the protection scope of the present invention.
Claims (5)
1. A hyperbolic tube lead damper is characterized by comprising a hyperbolic tube, connecting pieces respectively positioned at two ends of the hyperbolic tube and a lead core filled in the hyperbolic tube, wherein the connecting pieces are respectively provided with a groove, two ends of the hyperbolic tube are respectively and fixedly and hermetically arranged in the grooves, the hyperbolic tube and the two connecting pieces form a damping space for filling the lead core, the wall thickness of the hyperbolic tube is gradually increased from the middle of the hyperbolic tube to the two ends of the hyperbolic tube, and the section of the outer wall of the hyperbolic tube is arranged in a hyperbolic shape;
the inner wall of the hyperbolic pipe is in a straight cylinder shape, the middle part of the hyperbolic pipe is a middle energy consumption section, the outer wall section of the middle energy consumption section of the hyperbolic pipe is in a relative hyperbolic shape, a transition section is arranged between the middle energy consumption section and the end part connecting section of the hyperbolic pipe, and the transition section and the end part connecting section are in smooth transition;
the transition section of the outer pipe wall of the hyperbolic pipe adopts a reverse parabolic form,
the thickness of the pipe wall of the middle energy consumption section is 50-70% of the thickness of the end part of the pipe body.
2. The hyperbolic tube lead damper of claim 1, wherein the hyperbolic tube comprises an integrally formed tube body and straight cylindrical end portions arranged at two ends of the tube body, and the shapes of the straight cylindrical end portions are matched with the grooves.
3. The hyperbolic tube lead damper of claim 1 or 2, wherein the hyperbolic tube is a stainless steel tube or a copper tube.
4. The hyperbolic tube lead damper as recited in claim 1 or 2, wherein the connecting member is a concave connecting end plate, and the concave connecting end plate is provided with a connecting hole.
5. The hyperbolic tube lead damper as recited in claim 4, wherein two ends of the hyperbolic tube are fixedly connected to the concave connection end plate by welding, or the concave connection end plate and the hyperbolic tube are connected by tapping and threading respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921268360.4U CN212427602U (en) | 2019-08-06 | 2019-08-06 | Hyperbolic type pipe lead damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921268360.4U CN212427602U (en) | 2019-08-06 | 2019-08-06 | Hyperbolic type pipe lead damper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212427602U true CN212427602U (en) | 2021-01-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921268360.4U Active CN212427602U (en) | 2019-08-06 | 2019-08-06 | Hyperbolic type pipe lead damper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212427602U (en) |
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2019
- 2019-08-06 CN CN201921268360.4U patent/CN212427602U/en active Active
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