CN109057487A - Steel frame construction stand shock-resistant structure - Google Patents
Steel frame construction stand shock-resistant structure Download PDFInfo
- Publication number
- CN109057487A CN109057487A CN201810943685.1A CN201810943685A CN109057487A CN 109057487 A CN109057487 A CN 109057487A CN 201810943685 A CN201810943685 A CN 201810943685A CN 109057487 A CN109057487 A CN 109057487A
- Authority
- CN
- China
- Prior art keywords
- sliding groove
- steel frame
- main sliding
- sliding grooves
- frame construction
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 22
- 239000010959 steel Substances 0.000 title claims abstract description 22
- 238000010276 construction Methods 0.000 title claims description 21
- 230000035939 shock Effects 0.000 title description 2
- 238000009826 distribution Methods 0.000 claims description 2
- 238000006073 displacement reaction Methods 0.000 abstract description 12
- 238000009434 installation Methods 0.000 abstract description 9
- 238000005452 bending Methods 0.000 description 14
- 238000013016 damping Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 6
- 238000010521 absorption reaction Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009792 diffusion process Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000003381 stabilizer Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 208000002925 dental caries Diseases 0.000 description 1
- 229910002804 graphite Inorganic materials 0.000 description 1
- 239000010439 graphite Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2463—Connections to foundations
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an anti-seismic structure of a steel frame structure upright post, which continuously limits deformation displacement generated during vibration through multipoint contact. The novel installation structure is characterized in that a plurality of installation holes are circumferentially distributed on an installation base, clamping grooves are correspondingly formed in the installation holes and are of a polygonal structure, a supporting cylinder is arranged on the installation base through a plurality of fixing arms, hexagonal supporting columns are sleeved in the supporting cylinder, six edges of the hexagonal supporting columns are attached to the inner wall of the supporting cylinder, a plurality of groups of main sliding grooves are formed in the supporting cylinder in the circumferential direction, a group of auxiliary sliding grooves are arranged between two adjacent groups of main sliding grooves, the same group of main sliding grooves are distributed along the axial direction of the supporting cylinder at equal intervals, the same group of auxiliary sliding grooves are distributed along the axial direction of the supporting cylinder at equal intervals, the main sliding grooves extend along the oblique direction, the oblique direction of the auxiliary sliding grooves is opposite to that of the main sliding grooves, and the extension length of the auxiliary sliding grooves is equal to half of the length of the main sliding grooves.
Description
Technical field
A kind of steel frame construction column anti-seismic structure of the present invention is related to a kind of building steelframe structural upright and constructs, column into
The structure of row buffering antidetonation, belongs to the realm of building construction.In particular to a kind of deformation by Multi-contact, to being generated when vibrating
It is displaced the anti-seismic structure continuously limited.
Background technique
Currently, especially during steel frame construction installs and designs, main bearing column is needed to be propped up in construction
Support, column are the connection structures that support is supported to building crossbeam, and when encountering vibration, the deformation of column will affect entire steel
The stability of frame mechanism, causes unbalance of structure to be collapsed, and in vibration, column is mainly bent and twisting resistance, stress rear column
Yaw displacement takes place, so that node location misplaces, influences the stability of tie point, existing column damping is mainly led to
Cross resilient cushion, such as laminated rubber bearing vibration-isolating system, sand bedding course sliding friction system, graphite mortar slide mass system, hanging shock insulation
Structural system, multiple springs damping device system etc., by being unidirectionally absorbed into row buffering damping to vibration, in column axial direction
Power can be carried out effectively assistant, but under the action of twisting resistance, the torsion of column is difficult to be absorbed, and effect is more single,
It not can be carried out the limitation of gradual change, so that the point of damping is concentrated, be unable to column multiple spot and carry out shockproof absorption vibration and external force.
Summary of the invention
In order to improve above situation, a kind of steel frame construction column anti-seismic structure of the present invention provides one kind and is connect by multiple spot
Touching, the anti-seismic structure that the deformational displacement generated when to vibration is continuously limited.
A kind of steel frame construction column anti-seismic structure of the present invention is achieved in that a kind of steel frame construction column antidetonation of the present invention
Structure by rest cylinder, hexagonal support column, guide sleeve, branch tray, connecting rod, main sliding groove, firm banking, mounting hole, clamping slot,
Fixed arm, sliding sleeve, auxiliary sliding groove, drive rod, spring, drag ring and guide post group are at multiple mounting hole circle distributions are placed in
In mounting seat, corresponding in mounting hole to be provided with clamping slot, the clamping slot is polygonized structure, and rest cylinder passes through multiple fixed arms
It being placed in mounting seat, hexagonal support column is placed in rest cylinder, and six ribs of hexagonal support column and the fitting of rest cylinder inner wall,
It is along the circumferential direction opened on rest cylinder by the main sliding groove of multiple groups, is equipped with one group of auxiliary sliding groove, institute between two groups of adjacent main sliding grooves
It states same group of main sliding groove to be axially equally spaced along rest cylinder, the auxiliary sliding groove with group is axially equally spaced along rest cylinder, institute
It states main sliding groove diagonally to extend, be obliquely extended along the auxiliary sliding groove, and inclined direction and main sliding groove are on the contrary, described auxiliary
The development length of sliding groove is equal to the half of main sliding slot length, and multiple guide sleeves are placed in main sliding groove by sliding sleeve correspondence
Interior, multiple guide sleeves are placed in auxiliary sliding groove by sliding sleeve correspondence, and the guide sleeve length is axially gradually reduced along rest cylinder,
Multiple connecting rod one end correspondences are placed in guide sleeve, and the connecting rod is hollow structure, and multiple tray correspondences are placed in connection
On the other end of bar, it is equipped with threaded hole in the middle part of the branch prop hole, and be connected with connecting rod, multiple branch trays are rotary table knot
Structure, and big end end face is equipped with multiple drag rings, the drag ring successively extends, and one end correspondence of multiple guide rods is placed on connection
In bar, the other end is along guide rod along multiple drive rod correspondences are equipped on one end of guide rod, and are placed in corresponding guide sleeve
Interior, multiple spring correspondences are placed on guide rod, and both ends are connected and fixed with drive rod, connecting rod respectively, the drive rod point
It Dui Ying not be fitted on hexagonal support column.
In use, firm banking is mounted on column installation foundation pile, it is fixedly connected by mounting hole with foundation pile, and pass through
Corresponding clamping slot carries out clamping fixed, then column is nested on the outside of rest cylinder, so that column inner wall and multiple trays
It fits, the drag ring opposition column wall on branch tray carries out fitting clamping, is then passed through in column and branch tray by screw
Threaded hole fastened so that branch tray and column are connected and fixed, after being installed, when column is by bending force, Xiang Yi
Side offset, squeezes the branch tray of side on rest cylinder, stretches to the branch tray of opposite side, squeeze the branch of side
Tray squeezes spring by connecting rod, carries out snubber to bending force, while connecting rod is slided along guide rod, spring
Bending force is driven on hexagonal support column in guide sleeve contract, and by drive rod, the branch tray for stretching side passes through company
Extension bar stretches corresponding spring, so that spring tension hinders bending, while connecting rod moves drive rod along guide sleeve by spring
It is slided, so that drive rod and hexagonal support post separation, since the length of guide sleeve gradually becomes smaller, is carried out in column curved
Yaw displacement is gradually reduced when bent, and the obstruction of column increases, it is ensured that the bending of column axially gradually reduces, when column by
When to torsion, column rotation drives guide sleeve moving in rotation by branch tray, and guide sleeve is by sliding sleeve correspondence along main sliding
Slot is slided, in the guide sleeve moving direction and main sliding groove in auxiliary sliding groove on the contrary, hinder torsion, is being reversed
When connecting rod drive drive rod to be slided along guide sleeve by spring, and support post separation with hexagonal, carry out torsion obstruction,
Bending and torsion are absorbed in column root；
The clamping slot is polygonized structure, can be after carrying out installation to firm banking and fixing, by polygonal structures to installation
Hole is gripped, and the clamping slot cooperation in multiple mounting holes enables firm banking is stable to be attached with foundation pile
It is fixed；
Six ribs and rest cylinder inner wall of the hexagonal support column are bonded, and rest cylinder can be divided into six cavitys, and respectively
It is corresponding with corresponding drive rod, drive rod is supported, Steady base, absorbs the vibration that transmission comes, reach stabilizer column and subtract
The effect of shake；
Described same group of main sliding groove is axially equally spaced along rest cylinder, can be in the axial direction of rest cylinder, and column carries out
The upper rest of different height achievees the purpose that column carries out the power that bending, torsion everywhere generate and carries out absorbing rest；
It is obliquely extended along the auxiliary sliding groove, and inclined direction and main sliding groove when column stress is reversed on the contrary, can lead to
The setting for crossing auxiliary sliding groove and main sliding groove direction, carries out displacement limitation to torsion, and the torsion of column is limited in root position,
Diffusion is hindered to extend；
The development length of the auxiliary sliding groove is equal to the half of main sliding slot length, can be formed and be cooperated with corresponding guide sleeve,
So that guide sleeve sliding when,
The guide sleeve length is axially gradually reduced along rest cylinder, is capable of the contracted length of restricted guidance set inner spring, so that curved
Bent displacement gradually reduces, and displacement is limited, and the deformation of column carries out the obstruction of gradual change, avoids being displaced excessive cause
Column, which loses hole, topples over；
The big end end face of the branch tray is equipped with multiple drag rings, can increase branch tray by drag ring and column inner wall is bonded
Flexion torsion external force is driven on branch tray, and absorbed by spring, achievees the effect that damping by tightness；
The shockproof purpose of steel frame construction central post is reached.
Beneficial effect.
One, structure is simple, convenient and practical.
Two, it can be improved the damping effect of column.
Three, the flexion torsion that can be avoided column transmits entire column.
Four, it is capable of the limitation of the deformational displacement of column progress gradual change.
Detailed description of the invention
Fig. 1 is a kind of three-dimensional structure diagram of steel frame construction column anti-seismic structure of the present invention.
Fig. 2 is a kind of three-dimensional structure diagram of steel frame construction column anti-seismic structure connecting rod of the present invention, and only shows connection
The structure of spring in the middle part of bar.
In attached drawing
Wherein part are as follows: rest cylinder (1), hexagonal support column (2), guide sleeve (3), branch tray (4), connecting rod (5), main sliding groove
(6), firm banking (7), mounting hole (8), clamping slot (9), fixed arm (10), sliding sleeve (11), auxiliary sliding groove (12), drive rod
(13), spring (14), drag ring (15), guide rod (16).
Specific embodiment:
A kind of steel frame construction column anti-seismic structure of the present invention is achieved in that in use, firm banking (7) is mounted on column
It installs on foundation pile, is fixedly connected by mounting hole (8) with foundation pile, and carry out clamping fixed by corresponding clamping slot (9), then
Column is nested on the outside of rest cylinder (1), so that column inner wall and multiple trays (4) fit, the friction on branch tray (4)
Ring (15) opposition column wall carries out fitting clamping, then passes through the threaded hole in column and branch tray (4) by screw and carries out tightly
Gu after being installed, when column is by bending force, offseting to one side, to branch so that branch tray (4) and column are connected and fixed
The branch tray (4) of side is squeezed in support cylinder (1), is stretched to the branch tray (4) of opposite side, is squeezed the rest of side
Block (4) squeezes spring (14) by connecting rod (5), carries out snubber to bending force, while connecting rod (5) is along guide rod
(16) it is slided, bending force is driven to hexagonal support in guide sleeve (3) contract, and by drive rod (13) by spring (14)
On column (2), the branch tray (4) for stretching side stretches corresponding spring (14) by connecting rod (5), so that spring (14) tension hinders
Bending, while connecting rod (5) is moved drive rod (13) by spring (14) and is slided along guide sleeve (3), so that drive rod
(13) it is separated with hexagonal support column (2), since the length of guide sleeve (3) gradually becomes smaller, the deflection when column is bent
Displacement is gradually reduced, and the obstruction of column increases, it is ensured that the bending of column axially gradually reduces, when column is by torsion
When, column rotation drives guide sleeve (3) moving in rotation by branch tray (4), guide sleeve (3) by sliding sleeve (11) it is corresponding along
Main sliding groove (6) is slided, in guide sleeve (3) moving direction and main sliding groove (6) in auxiliary sliding groove (12) on the contrary, right
Torsion is hindered, and in torsion, connecting rod (5) drives drive rod (13) to be slided along guide sleeve (3) by spring (14)
It is dynamic, and separated with hexagonal support column (2), torsion obstruction is carried out, bending and torsion are absorbed in column root；
The clamping slot (9) is polygonized structure, can pass through polygonal structures after carrying out installation to firm banking (7) and fixing
Mounting hole (8) is gripped, clamping slot (9) cooperation in multiple mounting holes (8), so that firm banking (7) can be steady
Fixed and foundation pile is attached fixation；
Six ribs and rest cylinder (1) inner wall of the hexagonal support column (2) are bonded, and rest cylinder (1) can be divided into six skies
Chamber, and it is corresponding with corresponding drive rod (13) respectively, drive rod (13) is supported, Steady base, absorbs the vibration that transmission comes
It is dynamic, achieve the effect that stabilizer column damping；
Described same group of main sliding groove (6) is axially equally spaced along rest cylinder (1), can be right in the axial direction of rest cylinder (1)
Column carries out the upper rest of different height, reaches the power that bending, the torsion of column progress everywhere generate and carries out absorption rest
Purpose；
It is obliquely extended along the auxiliary sliding groove (12), and inclined direction and main sliding groove (6) in column stress on the contrary, can turn round
When turning, by the setting of auxiliary sliding groove (12) and main sliding groove (6) direction, displacement limitation is carried out to torsion, by the torsion of column
It is limited in root position, diffusion is hindered to extend；
The development length of the auxiliary sliding groove (12) is equal to the half of main sliding groove (6) length, can be with corresponding guide sleeve (3)
Formed cooperation so that guide sleeve (3) sliding when,
Guide sleeve (3) length is axially gradually reduced along rest cylinder (1), is capable of the receipts of restricted guidance set (3) inner spring (14)
Contracting length limits displacement so that curved displacement gradually reduces, and avoiding being displaced excessive causes column to lose hole to topple over；
The big end end face of the branch tray (4) is equipped with multiple drag rings (15), can increase branch tray (4) by drag ring (15)
It is bonded tightness with column inner wall, flexion torsion external force is driven on branch tray (4), and is absorbed by spring (14),
Achieve the effect that damping；
The shockproof purpose of steel frame construction central post is reached.
Claims (8)
1. a kind of steel frame construction column anti-seismic structure, it is characterized in that: by rest cylinder, hexagonal support column, guide sleeve, branch tray, connecting
Extension bar, main sliding groove, firm banking, mounting hole, clamping slot, fixed arm, sliding sleeve, auxiliary sliding groove, drive rod, spring, friction
Ring and guide post group are at multiple mounting hole circle distributions are placed in mounting seat, and correspondence is provided with clamping slot, rest cylinder in mounting hole
Be placed in mounting seat by multiple fixed arms, hexagonal support column is placed in rest cylinder, and six ribs of hexagonal support column and
The fitting of rest cylinder inner wall is along the circumferential direction opened on rest cylinder by the main sliding groove of multiple groups, is equipped between two groups of adjacent main sliding grooves
One group of auxiliary sliding groove, described same group of main sliding groove are axially equally spaced along rest cylinder, and the auxiliary sliding groove with group is along rest cylinder
It is axially equally spaced, multiple guide sleeves are placed in main sliding groove by sliding sleeve correspondence, and multiple guide sleeves are corresponding by sliding sleeve
It is placed in auxiliary sliding groove, multiple connecting rod one end correspondences are placed in guide sleeve, and the connecting rod is hollow structure, multiple rests
Block correspondence is placed on the other end of connecting rod, is equipped with threaded hole in the middle part of the branch prop hole, and be connected with connecting rod, multiple guiding
One end correspondence of bar is placed in connecting rod, and the other end is along guide rod along multiple drive rod correspondences are equipped with the one of guide rod
On end, and be placed in corresponding guide sleeve, multiple springs correspondence is placed on guide rod, and both ends respectively with drive rod, connection
Bar is connected and fixed, and the drive rod, which respectively corresponds, to be fitted on hexagonal support column.
2. a kind of steel frame construction column anti-seismic structure according to claim 1, it is characterised in that the clamping slot is polygon
Shape structure.
3. a kind of steel frame construction column anti-seismic structure according to claim 1, it is characterised in that the main sliding groove is along tiltedly
To extension, it is obliquely extended along the auxiliary sliding groove, and inclined direction and main sliding groove are opposite.
4. a kind of steel frame construction column anti-seismic structure according to claim 1, it is characterised in that the auxiliary sliding groove prolongs
Elongation is equal to the half of main sliding slot length.
5. a kind of steel frame construction column anti-seismic structure according to claim 1, it is characterised in that guide sleeve length edge
Rest cylinder is axially gradually reduced.
6. a kind of steel frame construction column anti-seismic structure according to claim 1, it is characterised in that the branch tray is rotary table
Structure.
7. a kind of steel frame construction column anti-seismic structure according to claim 6, it is characterised in that the big end of the branch tray
End face is equipped with multiple drag rings.
8. a kind of steel frame construction column anti-seismic structure according to claim 7, it is characterised in that the drag ring successively expands
Exhibition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810943685.1A CN109057487B (en) | 2018-08-18 | 2018-08-18 | Steel frame construction stand shock-resistant structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810943685.1A CN109057487B (en) | 2018-08-18 | 2018-08-18 | Steel frame construction stand shock-resistant structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109057487A true CN109057487A (en) | 2018-12-21 |
| CN109057487B CN109057487B (en) | 2020-07-31 |
Family
ID=64687402
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810943685.1A Active CN109057487B (en) | 2018-08-18 | 2018-08-18 | Steel frame construction stand shock-resistant structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109057487B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115853133A (en) * | 2022-12-19 | 2023-03-28 | 北京建筑大学 | Three-dimensional shock insulation system |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1431373A (en) * | 2003-02-18 | 2003-07-23 | 东南大学 | Super elasticity pull, Press wrest damper made from memory alloy of shape of engineering structure |
| CN101575882A (en) * | 2009-05-05 | 2009-11-11 | 大连理工大学 | Mixed type shape memory alloy multi-dimensional vibration isolator |
| CN201679096U (en) * | 2010-03-26 | 2010-12-22 | 昆明理工大学 | Anti-seismic fast combination connectors for wooden column feet |
| JP5096979B2 (en) * | 2008-03-28 | 2012-12-12 | 旭化成ホームズ株式会社 | Reinforcement structure of ramen structure |
| CN203256902U (en) * | 2013-04-03 | 2013-10-30 | 同济大学 | Rocking shock absorption anti-buckling column type support base |
| CN204919583U (en) * | 2015-08-22 | 2015-12-30 | 郭勇 | Cushion cap formula shock insulation pile foundation |
| CN206109973U (en) * | 2016-10-26 | 2017-04-19 | 浙江钢泰钢结构工程有限公司 | Steel structure damping support |
| CN107740626A (en) * | 2017-09-01 | 2018-02-27 | 西安建筑科技大学 | A kind of expansion cross-shaped steel SRC posts with multistage composite damper |
| CN108856179A (en) * | 2018-08-13 | 2018-11-23 | 淮北创之社信息科技有限公司 | A kind of liquid bath type carbon on engine cleaning device |
| CN108643032B (en) * | 2018-03-29 | 2019-05-10 | 江南大学 | A seismic bridge bearing |
-
2018
- 2018-08-18 CN CN201810943685.1A patent/CN109057487B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1431373A (en) * | 2003-02-18 | 2003-07-23 | 东南大学 | Super elasticity pull, Press wrest damper made from memory alloy of shape of engineering structure |
| JP5096979B2 (en) * | 2008-03-28 | 2012-12-12 | 旭化成ホームズ株式会社 | Reinforcement structure of ramen structure |
| CN101575882A (en) * | 2009-05-05 | 2009-11-11 | 大连理工大学 | Mixed type shape memory alloy multi-dimensional vibration isolator |
| CN201679096U (en) * | 2010-03-26 | 2010-12-22 | 昆明理工大学 | Anti-seismic fast combination connectors for wooden column feet |
| CN203256902U (en) * | 2013-04-03 | 2013-10-30 | 同济大学 | Rocking shock absorption anti-buckling column type support base |
| CN204919583U (en) * | 2015-08-22 | 2015-12-30 | 郭勇 | Cushion cap formula shock insulation pile foundation |
| CN206109973U (en) * | 2016-10-26 | 2017-04-19 | 浙江钢泰钢结构工程有限公司 | Steel structure damping support |
| CN107740626A (en) * | 2017-09-01 | 2018-02-27 | 西安建筑科技大学 | A kind of expansion cross-shaped steel SRC posts with multistage composite damper |
| CN108643032B (en) * | 2018-03-29 | 2019-05-10 | 江南大学 | A seismic bridge bearing |
| CN108856179A (en) * | 2018-08-13 | 2018-11-23 | 淮北创之社信息科技有限公司 | A kind of liquid bath type carbon on engine cleaning device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115853133A (en) * | 2022-12-19 | 2023-03-28 | 北京建筑大学 | Three-dimensional shock insulation system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109057487B (en) | 2020-07-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107091296A (en) | Plant equipment clamps change type oscillation damping method | |
| CN109335829A (en) | A kind of cable pay-off rack | |
| CN106989136A (en) | Shock-absorbing device for mechanical equipment | |
| CN111691288A (en) | Anti-falling beam shock isolation device based on bridge body shock absorption | |
| CN110805744B (en) | Anti-loose pipeline anti-seismic support and hanger | |
| CN206754275U (en) | Transmission mechanism is transmitted in power deflecting for plant equipment vibration damping | |
| CN109057487A (en) | Steel frame construction stand shock-resistant structure | |
| CN206754276U (en) | A kind of shock-absorbing device for mechanical equipment | |
| CN213629245U (en) | Multifunctional anti-seismic support hanger | |
| CN211289020U (en) | Anti-loosening pipeline anti-seismic support hanger | |
| CN218883208U (en) | Effectual antidetonation support of antidetonation | |
| CN208310713U (en) | A kind of petroleum high pressure pipe joint damping device | |
| CN220102465U (en) | Heat supply pipeline support for heat supply engineering | |
| CN207295417U (en) | A kind of Bridge Pier antishock device | |
| CN216555671U (en) | Mounting and supporting structure for oil gas gathering and transportation pipe | |
| CN214659080U (en) | Support column convenient to assemble for assembly type building | |
| CN218989873U (en) | Shock mount that road and bridge design was used | |
| CN210949669U (en) | Mine electromechanical device's shock attenuation protection mechanism | |
| CN116044016B (en) | A limited sliding isolation device and its use method | |
| CN210739575U (en) | Efficient pipeline supporting and hanging frame | |
| CN215368493U (en) | A kind of anti-vibration bracket for raised floor | |
| CN218346519U (en) | Steel construction curtain anti-seismic structure | |
| CN215716214U (en) | Shock attenuation building structure | |
| CN216952019U (en) | Cold-plating anti-seismic support and hanger for transverse seismic force | |
| CN206346044U (en) | Vibration reduction supporting mechanism and drum washing machine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20200701 Address after: 266200 No. 1131 Yanqing Road, Jimo City, Qingdao City, Shandong Province Applicant after: QINGDAO EIHE STEEL STRUCTURE Co.,Ltd. Address before: 222200 Tongqu Lane 17, Yishan Town, Guanyun County, Lianyungang City, Jiangsu Province Applicant before: Zhang Wenying |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 266200 No. 568, Yanqing Road, langu high tech Zone, Jimo District, Qingdao, Shandong Province Patentee after: Qingdao Gangyi Group Co.,Ltd. Address before: 1131 Yanqing Road, Jimo City, Qingdao City, Shandong Province 266200 Patentee before: QINGDAO EIHE STEEL STRUCTURE Co.,Ltd. |