CN208981524U - Squash type energy consumption hydraulic rubber support - Google Patents
Squash type energy consumption hydraulic rubber support Download PDFInfo
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- CN208981524U CN208981524U CN201821665752.XU CN201821665752U CN208981524U CN 208981524 U CN208981524 U CN 208981524U CN 201821665752 U CN201821665752 U CN 201821665752U CN 208981524 U CN208981524 U CN 208981524U
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- lead
- constraint
- rubber
- hydraulic
- extrusion ball
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Abstract
The utility model relates to a kind of squash type energy consumption hydraulic rubber supports, belong to shock-damping energy-dissipating field.Including lead-rubber extrusion ball, concrete bearing, concrete grating, interior hoop plate, outer hoop plate, constraint gusset, hydraulic bjuffer etc..Lead-rubber extrusion ball directional deformation under constraint gusset and concrete grating constraint, lead-rubber squeezes the hydraulic bjuffer of surrounding while squeezing deformation of ball, drive hydraulic bjuffer work, for the constraint of building element not acted on by horizontal earthquake while shaking dissipation energy, there is good practicability and marked improvement.The utility model structure is simple, energy consumption effect is excellent, deformation is big, it will not be damaged by geological process, it can be the constraint of building element not acted on by horizontal earthquake while shaking dissipation energy, the problems such as with good practicability, product has substantive distinguishing features and the marked improvement of protrusion compared to existing technologies, can be effectively solved building aseismicity.
Description
Technical field
The utility model belongs to shock-resistant and energy-dissipating field, more particularly to a kind of squash type energy consumption hydraulic rubber support.
Background technique
Seismic isolation technology is by the way that substructure and superstructure are being built in horizontal direction shock isolation system (i.e. Seismic Isolation of Isolation Layer) setting
Between, geological process power is absorbed with biggish Seismic Isolation of Isolation Layer relative displacement, extends building self-vibration period, increases and damps, in reduction
The geological process of portion's structure, to reduce major structure of construction and the destruction of non-structural element elastoplasticity.Meanwhile it being completed both at home and abroad
The component of shock-insulation building its Seismic Isolation of Isolation Layer generally use vibration isolator rubber bearing (referred to as " shock isolating pedestal ").Isolation structure comparison
Traditional anti-seismic structure can protect interior of building personnel safety to a greater degree, more effective to protect inside plant and equipment instrument
Device reduces property loss.Shock-isolation building construction is the shock design requirement in order to realize building structure, and formed each component it
Between combining form, generally can without calculate.Isolation structure core is that the processing of shock insulation seam, design should ensure that the upper of building
Portion's structure and substructure or grade and shock-insulation building building adjacent thereto or structures are completely disengaged, make Seismic Isolation of Isolation Layer water
Translation is moved unrestricted.
Utility model content
In order to solve the above-mentioned technical problem, the utility model provides a kind of squash type energy consumption hydraulic rubber support, mainly
Be it is simple in order to develop a kind of structure, energy consumption effect is excellent, and deformation is big, while being the vibration dissipation energy of building element not
By the constraint that horizontal earthquake acts on, product has substantive distinguishing features and the marked improvement of protrusion compared to existing technologies, can
The problems such as effective solution building aseismicity.
The technical solution adopted in the utility model is as follows:
A kind of squash type of the utility model consumes energy hydraulic rubber support, including lead-rubber extrusion ball, concrete bearing, mixed
Solidifying soil grid, interior hoop plate, outer hoop plate, constraint gusset, constraint deckle board and hydraulic bjuffer, lead-rubber extrusion ball are solid sphere
Shape, using arrangement symmetrical above and below, lead-rubber extrusion ball is set in concrete grating, and the lead-rubber of left and right edges two sides squeezes
Place constraint gusset between pressure ball and concrete grating, the lead-rubber extrusion balls of non-left and right edges two sides and concrete grating it
Between setting constraint deckle board；The constraint gusset be it is equilateral rectangular-shaped, concrete grating, phase on the inside of both sides are fixed on the outside of both sides
It is cut in the lead-rubber extrusion ball of left and right edges two sides；The constraint deckle board is Jiong word shape, thirdly being fixed on concrete on the outside of side
Grid, thirdly being tangential on the lead-rubber extrusion ball of non-left and right edges two sides on the inside of side；Interior hoop plate is ellipticity, binds round plate inside and stays
Hole；Using being circular layout in support, lead-rubber of the hydraulic bjuffer in left and right edges two sides squeezes hydraulic bjuffer
Ball is laterally, longitudinal direction is each arranges one, and two hydraulic bjuffers are arranged vertically；Lead for retractable pencil of the hydraulic bjuffer in non-left and right edges two sides
Rubber extruded ball is longitudinally arranged one；Hydraulic bjuffer top cap is tangential on lead-rubber extrusion ball, and hydraulic bjuffer pedestal is fixed
On the inside of outer hoop plate；The interior hoop plate and outer hoop plate part are embedded in concrete bearing in advance.
Further, the constraint gusset side length be lead-rubber squeeze bulb diameter and hydraulic bjuffer top cap width it
With it is 20 ~ 30mm that constraint gusset is embedded in concrete bearing depth in advance.
Further, the diameter of the lead-rubber extrusion ball is higher by the height of concrete bearing than interior hoop plate, outer hoop plate
High 20mm.
Further, the constraint deckle board bond length is that lead-rubber squeezes bulb diameter, and long side length is lead-rubber
The sum of bulb diameter and hydraulic bjuffer top cap width are squeezed, it is 20 ~ 30mm that constraint deckle board is embedded in depth in concrete bearing in advance.
Further, reserving hole size is consistent with hydraulic bjuffer top cap size on the interior hoop plate.
Further, the interior spacing bound round between on the inside of plate and on the outside of outer hoop plate is that hydraulic bjuffer length is delayed with hydraulic
Rush the difference of device cushion stroke one third.
The utility model has the beneficial effects that
The utility model structure is simple, and energy consumption effect is excellent, and deformation is big, will not be damaged by geological process, can be building
The constraint not acted on by horizontal earthquake while the vibration dissipation energy of component, has good practicability, product is compared to existing
The problems such as there is substantive distinguishing features and the marked improvement of protrusion for technology, can be effectively solved building aseismicity.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model squash type energy consumption hydraulic rubber support.
Fig. 2 is interior hoop plate structural schematic diagram in the utility model.
Fig. 3 is hydraulic bjuffer structural schematic diagram in the utility model.
In figure, 1 is lead-rubber extrusion ball；1-1 is the lead-rubber extrusion ball of left and right edges two sides；1-2 is non-left and right
The lead-rubber extrusion ball of both sides of edges；2 be concrete bearing；3 be concrete grating；4 be interior hoop plate；5 be outer hoop plate；6 are
Constrain gusset；7 be constraint deckle board；8 be hydraulic bjuffer；8-1 is hydraulic bjuffer top cap；8-2 is hydraulic bjuffer pedestal.
Specific embodiment
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments
It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
Embodiment 1
As shown in Figure 1, 2, a kind of squash type energy consumption hydraulic rubber support, lead-rubber extrusion ball 1 is solid sphere shape, is adopted
With arrangement symmetrical above and below, lead-rubber extrusion ball 1 is set in concrete grating 3, and the lead-rubber of left and right edges two sides squeezes
Constraint gusset 6, the lead-rubber extrusion ball 1-2 and concrete of non-left and right edges two sides are placed between ball 1-1 and concrete grating 3
Setting constraint deckle board 7 between grid 3；The constraint gusset 6 be it is equilateral rectangular-shaped, be fixed on concrete grating 3 on the outside of both sides,
The lead-rubber extrusion ball 1-1 of left and right edges two sides is tangential on the inside of both sides；The constraint deckle board 7 is Jiong word shape, thirdly outside side
Concrete grating 3 is fixed in side, thirdly being tangential on the lead-rubber extrusion ball 1-2 of non-left and right edges two sides on the inside of side；Interior hoop plate 4
For ellipticity, binding round plate 4 inside, there are hole 4-1；Hydraulic bjuffer 8 is using being circular layout in support, and hydraulic bjuffer 8 is on a left side
The lead-rubber extrusion ball 1-1 of right hand edge two sides is laterally, longitudinal direction is each arranges one, and two hydraulic bjuffers 8 are arranged vertically；It is hydraulic
Lead-rubber extrusion ball 1-2 of the buffer 8 in non-left and right edges two sides is longitudinally arranged one；6 side length of constraint gusset is lead
The sum of 1 diameter of core rubber extruded ball and hydraulic bjuffer top cap 8-1 width, constraint gusset 6 are embedded in depth in concrete bearing 2 in advance
For 20mm.The diameter of the lead-rubber extrusion ball 1 is 20mm higher than the height that interior hoop plate 4, outer hoop plate 5 are higher by concrete bearing 2.
Spacing between interior 4 inside of hoop plate and 5 outside of outer hoop plate is 8 length of hydraulic bjuffer and 8 cushion stroke of hydraulic bjuffer
The difference of one third.
As shown in figure 3, hydraulic bjuffer top cap 8-1 is tangential on lead-rubber extrusion ball 1, hydraulic bjuffer pedestal 8-2 is solid
Due to 5 inside of outer hoop plate；The interior hoop plate 4 is embedded in concrete bearing 2 in advance with 5 part of outer hoop plate.The constraint deckle board 7 is short
Edge lengths are 1 diameter of lead-rubber extrusion ball, and long side length is 1 diameter of lead-rubber extrusion ball and hydraulic bjuffer top cap 8-1
The sum of width, it is 20mm that constraint deckle board 7 is embedded in depth in concrete bearing 2 in advance.Reserving hole 4-1 size on the interior hoop plate 4
It is consistent with hydraulic bjuffer top cap 8-1 size.
Embodiment 2
As shown in Figure 1, 2, a kind of squash type energy consumption hydraulic rubber support, lead-rubber extrusion ball 1 is solid sphere shape, is adopted
With arrangement symmetrical above and below, lead-rubber extrusion ball 1 is set in concrete grating 3, and the lead-rubber of left and right edges two sides squeezes
Constraint gusset 6, the lead-rubber extrusion ball 1-2 and concrete of non-left and right edges two sides are placed between ball 1-1 and concrete grating 3
Setting constraint deckle board 7 between grid 3；The constraint gusset 6 be it is equilateral rectangular-shaped, be fixed on concrete grating 3 on the outside of both sides,
The lead-rubber extrusion ball 1-1 of left and right edges two sides is tangential on the inside of both sides；The constraint deckle board 7 is Jiong word shape, thirdly outside side
Concrete grating 3 is fixed in side, thirdly being tangential on the lead-rubber extrusion ball 1-2 of non-left and right edges two sides on the inside of side；Interior hoop plate 4
For ellipticity, binding round plate 4 inside, there are hole 4-1；Hydraulic bjuffer 8 is using being circular layout in support, and hydraulic bjuffer 8 is on a left side
The lead-rubber extrusion ball 1-1 of right hand edge two sides is laterally, longitudinal direction is each arranges one, and two hydraulic bjuffers 8 are arranged vertically；It is hydraulic
Lead-rubber extrusion ball 1-2 of the buffer 8 in non-left and right edges two sides is longitudinally arranged one；6 side length of constraint gusset is lead
The sum of 1 diameter of core rubber extruded ball and hydraulic bjuffer top cap 8-1 width, constraint gusset 6 are embedded in depth in concrete bearing 2 in advance
For 25mm.The diameter of the lead-rubber extrusion ball 1 is 20mm higher than the height that interior hoop plate 4, outer hoop plate 5 are higher by concrete bearing 2.
Spacing between interior 4 inside of hoop plate and 5 outside of outer hoop plate is 8 length of hydraulic bjuffer and 8 cushion stroke of hydraulic bjuffer
The difference of one third.
As shown in figure 3, hydraulic bjuffer top cap 8-1 is tangential on lead-rubber extrusion ball 1, hydraulic bjuffer pedestal 8-2 is solid
Due to 5 inside of outer hoop plate；The interior hoop plate 4 is embedded in concrete bearing 2 in advance with 5 part of outer hoop plate.The constraint deckle board 7 is short
Edge lengths are 1 diameter of lead-rubber extrusion ball, and long side length is 1 diameter of lead-rubber extrusion ball and hydraulic bjuffer top cap 8-1
The sum of width, it is 25mm that constraint deckle board 7 is embedded in depth in concrete bearing 2 in advance.Reserving hole 4-1 size on the interior hoop plate 4
It is consistent with hydraulic bjuffer top cap 8-1 size.
Embodiment 3
As shown in Figure 1, 2, a kind of squash type energy consumption hydraulic rubber support, lead-rubber extrusion ball 1 is solid sphere shape, is adopted
With arrangement symmetrical above and below, lead-rubber extrusion ball 1 is set in concrete grating 3, and the lead-rubber of left and right edges two sides squeezes
Constraint gusset 6, the lead-rubber extrusion ball 1-2 and concrete of non-left and right edges two sides are placed between ball 1-1 and concrete grating 3
Setting constraint deckle board 7 between grid 3；The constraint gusset 6 be it is equilateral rectangular-shaped, be fixed on concrete grating 3 on the outside of both sides,
The lead-rubber extrusion ball 1-1 of left and right edges two sides is tangential on the inside of both sides；The constraint deckle board 7 is Jiong word shape, thirdly outside side
Concrete grating 3 is fixed in side, thirdly being tangential on the lead-rubber extrusion ball 1-2 of non-left and right edges two sides on the inside of side；Interior hoop plate 4
For ellipticity, binding round plate 4 inside, there are hole 4-1；Hydraulic bjuffer 8 is using being circular layout in support, and hydraulic bjuffer 8 is on a left side
The lead-rubber extrusion ball 1-1 of right hand edge two sides is laterally, longitudinal direction is each arranges one, and two hydraulic bjuffers 8 are arranged vertically；It is hydraulic
Lead-rubber extrusion ball 1-2 of the buffer 8 in non-left and right edges two sides is longitudinally arranged one；6 side length of constraint gusset is lead
The sum of 1 diameter of core rubber extruded ball and hydraulic bjuffer top cap 8-1 width, constraint gusset 6 are embedded in depth in concrete bearing 2 in advance
For 30mm.The diameter of the lead-rubber extrusion ball 1 is 20mm higher than the height that interior hoop plate 4, outer hoop plate 5 are higher by concrete bearing 2.
Spacing between interior 4 inside of hoop plate and 5 outside of outer hoop plate is 8 length of hydraulic bjuffer and 8 cushion stroke of hydraulic bjuffer
The difference of one third.
As shown in figure 3, hydraulic bjuffer top cap 8-1 is tangential on lead-rubber extrusion ball 1, hydraulic bjuffer pedestal 8-2 is solid
Due to 5 inside of outer hoop plate；The interior hoop plate 4 is embedded in concrete bearing 2 in advance with 5 part of outer hoop plate.The constraint deckle board 7 is short
Edge lengths are 1 diameter of lead-rubber extrusion ball, and long side length is 1 diameter of lead-rubber extrusion ball and hydraulic bjuffer top cap 8-1
The sum of width, it is 30mm that constraint deckle board 7 is embedded in depth in concrete bearing 2 in advance.Reserving hole 4-1 size on the interior hoop plate 4
It is consistent with hydraulic bjuffer top cap 8-1 size.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection scope of the utility model.
Claims (6)
- The hydraulic rubber support 1. a kind of squash type consumes energy, including lead-rubber extrusion ball (1), concrete bearing (2), concrete lattice Grid (3), interior hoop plate (4), outer hoop plate (5), constraint gusset (6), constraint deckle board (7) and hydraulic bjuffer (8), it is characterised in that:Lead-rubber extrusion ball (1) is solid sphere shape, and using arrangement symmetrical above and below, lead-rubber extrusion ball (1) is set to mixed In solidifying soil grid (3), about beam angle is placed between the lead-rubber extrusion ball (1-1) and concrete grating (3) of left and right edges two sides Plate (6), setting constraint deckle board (7) between the lead-rubber extrusion ball (1-2) and concrete grating (3) of non-left and right edges two sides； The constraint gusset (6) be it is equilateral rectangular-shaped, be fixed on concrete grating (3) on the outside of both sides, left and right be tangential on the inside of both sides The lead-rubber extrusion ball (1-1) of both sides of edges；The constraint deckle board (7) is Jiong word shape, thirdly being fixed on concrete on the outside of side Grid (3), thirdly being tangential on the lead-rubber extrusion ball (1-2) of non-left and right edges two sides on the inside of side；Interior hoop plate (4) is ellipse Shape, binding round plate (4) inside, there are hole (4-1)；Using being circular layout in support, hydraulic bjuffer (8) exists hydraulic bjuffer (8) The lead-rubber extrusion ball (1-1) of left and right edges two sides is laterally, longitudinal direction is each arranges one, the vertical cloth of two hydraulic bjuffers (8) It sets；Lead-rubber extrusion ball (1-2) of the hydraulic bjuffer (8) in non-left and right edges two sides is longitudinally arranged one；Hydraulic bjuffer Top cap (8-1) is tangential on lead-rubber extrusion ball (1), and hydraulic bjuffer pedestal (8-2) is fixed on the inside of outer hoop plate (5)；It is described Interior hoop plate (4) and outer hoop plate (5) part are embedded in advance in concrete bearing (2).
- 2. a kind of squash type energy consumption hydraulic rubber support according to claim 1, it is characterised in that: the constraint gusset (6) Side length is the sum of lead-rubber extrusion ball (1) diameter and hydraulic bjuffer top cap (8-1) width, and constraint gusset (6) is embedded in mixed in advance Solidifying soil support (2) interior depth is 20 ~ 30mm.
- 3. a kind of squash type energy consumption hydraulic rubber support according to claim 1, it is characterised in that: the lead-rubber squeezes The diameter of ball (1) is 20mm higher than the height that interior hoop plate (4), outer hoop plate (5) are higher by concrete bearing (2).
- 4. a kind of squash type energy consumption hydraulic rubber support according to claim 1, it is characterised in that: the constraint deckle board (7) Bond length is lead-rubber extrusion ball (1) diameter, and long side length is lead-rubber extrusion ball (1) diameter and hydraulic bjuffer top The sum of cap (8-1) width, it is 20 ~ 30mm that constraint deckle board (7) is embedded in concrete bearing (2) interior depth in advance.
- 5. a kind of squash type energy consumption hydraulic rubber support according to claim 1, it is characterised in that: on the interior hoop plate (4) Reserving hole (4-1) size is consistent with hydraulic bjuffer top cap (8-1) size.
- 6. a kind of squash type energy consumption hydraulic rubber support according to claim 1, it is characterised in that: in the interior hoop plate (4) Spacing between on the outside of side and outer hoop plate (5) is hydraulic bjuffer (8) length and hydraulic bjuffer (8) cushion stroke one third Difference.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821665752.XU CN208981524U (en) | 2018-10-15 | 2018-10-15 | Squash type energy consumption hydraulic rubber support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821665752.XU CN208981524U (en) | 2018-10-15 | 2018-10-15 | Squash type energy consumption hydraulic rubber support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208981524U true CN208981524U (en) | 2019-06-14 |
Family
ID=66787620
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821665752.XU Expired - Fee Related CN208981524U (en) | 2018-10-15 | 2018-10-15 | Squash type energy consumption hydraulic rubber support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208981524U (en) |
-
2018
- 2018-10-15 CN CN201821665752.XU patent/CN208981524U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190614 Termination date: 20211015 |