CN115233832A - Repeatedly usable has tensile and two-way unhook formula device of anti-wind concurrently - Google Patents
Repeatedly usable has tensile and two-way unhook formula device of anti-wind concurrently Download PDFInfo
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- CN115233832A CN115233832A CN202210855958.3A CN202210855958A CN115233832A CN 115233832 A CN115233832 A CN 115233832A CN 202210855958 A CN202210855958 A CN 202210855958A CN 115233832 A CN115233832 A CN 115233832A
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- Prior art keywords
- hook
- shock insulation
- support
- pull rod
- wind
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- 238000002955 isolation Methods 0.000 claims description 22
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000035939 shock Effects 0.000 abstract description 46
- 238000009413 insulation Methods 0.000 abstract description 42
- 230000002457 bidirectional effect Effects 0.000 abstract description 5
- 230000009471 action Effects 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 238000013016 damping Methods 0.000 description 2
- 230000009977 dual effect Effects 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Images
Classifications
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- 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
- E04B1/36—Bearings or like supports allowing movement
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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
- 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
- E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a reusable bidirectional unhooking device with tensile resistance and wind resistance, which comprises a shock insulation support, a connecting support, a movable hook, a rotary hook, a slide block, a pin shaft, a pull rod and a sleeve, wherein the shock insulation support is arranged between the upper part and the lower part of a shock insulation layer, the slide block and the connecting support are arranged between the upper part and the lower part of the shock insulation layer, the rotary hook is arranged on the slide block, two ends of the rotary hook are connected with the rotary hook, the connecting support is connected with the upper part of the shock insulation layer, the slide block is connected with the lower part of the shock insulation layer, the rotary hook is connected with the connecting support through the pin shaft, the movable hook is connected with a lower pier of the shock insulation layer, the pull rod is arranged at the lower part of the connecting support, the pull rod is arranged in the sleeve, and the sleeve is connected with the lower part of the pull rod. The invention effectively solves the contradiction between the fixed point variable rigidity design concept, simultaneously the tensile capacity of the support is poorer, and the tensile stress of the support is effectively reduced through the pulling rigidity, so that the design of the shock insulation structure is more convenient and the application range is wider.
Description
Technical Field
The invention relates to a tool for building damping engineering, in particular to a repeatedly-usable bidirectional unhooking device with tensile resistance and wind resistance.
Background
The seismic isolation structure can achieve the purpose of effectively reducing the seismic action by prolonging the structure period. The shock insulation support has better compression resistance and deformation capacity and certain horizontal lateral stiffness resistance. The smaller the lateral stiffness is, the longer the structural period is, the more obvious the damping effect is, but when the lateral stiffness is smaller, the deformation of the structure is overlarge under wind load, and the use function of the building is influenced to a certain extent, so that certain contradiction exists between earthquake resistance and wind resistance on the stiffness requirement of the support.
In order to effectively guarantee the shock absorption effect of shock insulation, some scholars propose a shock-resistant and wind-resistant separation method. The shock insulation layer is additionally provided with a wind resisting device, the wind resisting device provides lateral rigidity under the action of wind load, but under the action of earthquake load, the wind resisting device fails, and only the shock insulation support plays a role in energy consumption. The existing wind-resistant device is generally realized by weakening one part of a steel member, and a preset weakened part is broken under the action of wind load, so that the work is quitted.
The method is feasible theoretically, but has great defects in actual engineering, on one hand, because steel has certain ductility, on the other hand, the earthquake is complex, the stress of a steel member is complex, and the preset fracture is difficult to realize, the rigidity of a seismic isolation layer is great during the earthquake, and the good seismic isolation effect is difficult to realize.
In addition to the problem of wind resistance, the seismic isolation bearing has a problem that the bearing is relatively tensile. Once the tensile support is easy to break, some scholars propose anti-pulling devices which can play a certain anti-pulling effect, but the device has a single function and high cost.
Disclosure of Invention
In order to solve the problems, the invention provides a reusable bidirectional unhooking device with the functions of tension resistance and wind resistance, which has the advantages of simple structure, clear mechanism through displacement control separation, easy realization and production and repeated use.
The invention provides the following technical scheme:
the utility model provides a repeatedly usable has tensile and two-way unhook formula device of anti-wind concurrently, includes shock insulation support, joint support, removal couple, rotation couple, slider, round pin axle, pull rod and sleeve pipe, sets up the shock insulation support between the shock insulation layer upper and lower part, slider and joint support are arranged in between the shock insulation layer upper and lower part, be provided with the rotation couple on the slider, rotate the couple both ends and connect the rotation couple, the shock insulation support joint support links to each other with shock insulation layer upper portion, and the shock insulation support slider links to each other with shock insulation layer lower part, and the shock insulation support rotates the couple and links to each other with the joint support through the round pin axle, and the shock insulation support removes the lower pier of couple and shock insulation support and links to each other, and the shock insulation support joint support lower part sets up the pull rod, and inside the sleeve pipe was arranged in to the shock insulation support pull rod, and the lower part of shock insulation support sleeve pipe links to each other with the pull rod.
Further, the movable hook is connected with the lower support pier, and a certain included angle is formed between the movable hook and the horizontal direction and ranges from 3 degrees to 10 degrees.
Furthermore, the end parts of the movable hook and the rotating hook are respectively provided with a semi-arc structure, and the movable hook and the rotating hook are meshed together through the semi-arc structure and are tightly attached to the sliding block.
Further, the sleeve and the pull rod freely slide in the horizontal direction, and the free sliding is realized by slotting the upper part of the sleeve.
Furthermore, the material of the sliding block is steel or concrete.
Furthermore, a movable hook and a rotary hook are symmetrically arranged on the sliding block in the left-right direction. The symmetrical arrangement provides equivalent tensile stiffness for both directions of deformation.
When the deformation is large, the rotating hook is separated from the sliding block, the rotating hook is separated from the sliding hook due to the self-weight, only the shock insulation support provides rigidity for the structure, the wind resistance and shock resistance separation can be effectively realized, and the purpose of rigidity changing is achieved; in addition, when the structure has larger vertical deformation, the pull rod is lifted up and contacts the sleeve after being lifted to a certain degree, so that the pulling-resistant rigidity is formed, and the tensile stress of the support is reduced.
Compared with the prior art, the invention has the beneficial effects that: the device has the tensile and wind-resistant dual functions, is separated through displacement control, effectively solves the contradiction between the tensile and wind-resistant dual functions through the design concept of fixed-point variable rigidity, has clear mechanism, has poor tensile capability of the support, and effectively reduces the tensile stress of the support through the pulling-resistant rigidity, so that the design of the shock insulation structure is more convenient and the application range is wider.
Drawings
FIG. 1 is a schematic view of the present invention.
Fig. 2 is a schematic view of a detachable pin according to the present invention.
FIG. 3 isbase:Sub>A schematic view of the direction A-A in FIG. 1.
In the figure:
1. the vibration isolation device comprises a rotating hook, 2 a pin shaft, 3 a moving hook, 4 a sliding block, 5 a connecting support, 6 a vibration isolation support, 7 a lower buttress, 8 an upper buttress, 9 a pull rod, 10 a sleeve, 11 a semi-circular arc-shaped structure, 12 a vibration isolation layer, 13 and a groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-2, the reusable anti-tensile and anti-wind bidirectional unhooking device comprises a shock insulation support 6, a connecting support 5, a movable hook 3, a rotating hook 1, a slide block 4, a pin shaft 2, a pull rod 9 and a sleeve 10, wherein the shock insulation support 6 is arranged between the upper portion and the lower portion of a shock insulation layer 12, the slide block 4 and the connecting support 5 are arranged between the upper portion and the lower portion of the shock insulation layer 12, the rotating hook 1 is arranged on the slide block 4, the rotating hook 1 is connected with the rotating hook 3 at two ends of the rotating hook 1, the connecting support 5 is connected with the upper portion of the shock insulation layer 12 and is in rigid connection, the slide block 4 is connected with the lower portion of the shock insulation layer 12, the slide block 4 can be made of steel or concrete, the rotating hook 1 is connected with the connecting support 5 through the pin shaft 2, the pin shaft is detachable, the movable hook 3 is connected with a lower pier 7 of the shock insulation support 6, the pull rod 9 is arranged at the lower portion of the connecting support 5, the pull rod 9 is arranged inside the sleeve 10, and the sleeve 10 is connected with the lower portion of the pull rod 9.
The movable hook 3 is connected with the lower buttress 7, and a certain included angle is formed between the movable hook 3 and the horizontal direction and is preferably 3 to 10 degrees.
The end parts of the movable hook 3 and the rotating hook 1 are both provided with a semi-arc structure 11, and the semi-arc structure can facilitate the mutual close occlusion of the three. The movable hook 3 and the rotating hook 1 are meshed together through a semicircular arc structure and are tightly attached to the sliding block.
The wind-resistant device has the fixed-point unhooking effect, and the fixed-point unhooking is that when the deformation reaches a certain degree, the rotating hook 1 separates the rotating hook 1 from the moving hook 3 under the self-weight effect.
The wind-resistant device has a pull-out stiffness which is formed by the pull rod 9 and the sleeve 10 being in close contact.
The sliding block 4 is symmetrically provided with the movable hook 3 and the rotating hook 1, and the symmetric arrangement can provide equivalent tensile rigidity during bidirectional deformation.
As shown in figure 3, the sleeve 10 and the pull rod 9 freely slide in the horizontal direction and freely move downwards, after the upward displacement reaches a certain value, the sleeve 10 and the pull rod are in close contact, the free sliding is realized by a groove 13 at the upper part of the sleeve 10, the length of the groove of the sleeve 10 is larger than the diameter of the pull rod 9, and the width of the groove is smaller than the diameter of the pull rod 9.
The implementation method comprises the following steps:
s1, firstly, calculating deformation under the action of air load according to a structural model, thereby determining the contact length between a sliding block 4 and a rotating hook 1 along the length direction of the rotating hook 1, and calculating the area and the length of a connecting support 5 and the hook according to the rigidity requirement;
s2, determining the positions of the connecting support 5, the sliding block 4, the movable hook 3, the pull rod 9 and the sleeve 10 according to the size of the shock insulation layer, and fixing the connecting support and the sleeve with the structure;
s3, arranging the rotating hook 1 between the sliding block 4 and the movable hook 3;
s4, fixing the rotating hook 1 and the connecting support 5 through the pin shaft 2 again;
and S5, finally, after strong wind or earthquake, regularly checking the wind resisting support, detaching the pin shaft 2, relocating the rotating hook 1 and relocating the pin shaft 2 when the movable hook 3 is separated from the rotating hook 1.
When the shock insulation layer moves left and right under the action of wind load, the movable hook 3 and the rotary hook 1 are connected together and symmetrically arranged on two sides, so that tensile rigidity is formed on one side, and rigidity is not provided on the other side.
When one side deforms too much and exceeds the contact surface of the sliding block 4 and the rotating hook 1, the rotating hook 1 rotates around the center of the pin shaft under the action of self weight, so that the moving hook 3 is separated from the rotating hook 1, the lateral stiffness of the rotating hook 1 on one side is released, and when the other side deforms too much, the rotating hook 1 on the other side can also fall off from the moving hook 3, so that the stiffness is completely released; when the structure is deformed in a large vertical direction, the pull rod 9 is lifted up and contacts the sleeve 10 after being lifted to a certain degree, so that the pulling-resistant rigidity is formed, and the tensile stress of the support is reduced.
By the scheme, the fixed-point variable rigidity is realized, the pulling-resistant rigidity can be provided for the structure, the tensile stress of the support is reduced, and the support can be repeatedly used and is convenient to overhaul.
The shock insulation structure has the advantages that the structure deformation is limited when wind is resisted, so that the shock insulation layer has a larger rigidity requirement, the support is required to have better deformation and energy consumption capacity when the shock insulation structure is resisted, so that the shock insulation layer has a smaller rigidity requirement, and the rigidity requirements of wind resistance and shock resistance on the shock insulation layer are in certain contradiction.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a repeatedly usable has tensile and two-way unhook formula device of anti-wind concurrently which characterized in that: including isolation bearing (6), joint support (5), removal couple (3), rotation couple (1), slider (4), round pin axle (2), pull rod (9) and sleeve pipe (10), set up isolation bearing (6) between isolation layer (12) upper and lower part, slider (4) and joint support (5) are arranged in between isolation layer (12) upper and lower part, be provided with on slider (4) and rotate couple (1), rotation couple (3) is connected at rotation couple (1) both ends, and isolation bearing (6) joint support (5) link to each other with isolation layer (12) upper portion, and isolation bearing (6) slider (4) link to each other with isolation layer (12) lower part, and isolation bearing (6) rotate couple (1) and link to each other with joint support (5) through round pin axle (2), and isolation bearing (6) remove couple (3) and link to each other with lower pier (7) of isolation bearing (6), and isolation bearing (6) joint support (5) lower part sets up pull rod (9), and isolation bearing (6) pull rod (9) are arranged in sleeve pipe (10) inside, and isolation bearing (6) link to each other with the lower part of isolation bearing (9).
2. A reusable bi-directional unhooking device with both tension and wind resistance as claimed in claim 1, wherein: the movable hook (3) is connected with the lower support pier (7), and a certain included angle is formed between the movable hook (3) and the horizontal direction and ranges from 3 degrees to 10 degrees.
3. The reusable device of claim 1, wherein the device is adapted to be used in both a tension resistant and a wind resistant bi-directional unhooking mode: the end parts of the movable hook (3) and the rotating hook (1) are respectively provided with a semicircular arc structure (11), and the movable hook (3) and the rotating hook (1) are meshed together through the semicircular arc structures (11) and are tightly attached to the sliding block (4).
4. The reusable device of claim 1, wherein the device is adapted to be used in both a tension resistant and a wind resistant bi-directional unhooking mode: the sleeve (10) and the pull rod (9) freely slide in the horizontal direction, and the free sliding is realized by a groove (13) at the upper part of the sleeve (10).
5. The reusable device of claim 1, wherein the device is adapted to be used in both a tension resistant and a wind resistant bi-directional unhooking mode: the sliding block (4) is made of steel or concrete.
6. The reusable device of claim 1, wherein the device is adapted to be used in both a tension resistant and a wind resistant bi-directional unhooking mode: the slider (4) is symmetrically provided with a movable hook (3) and a rotary hook (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210855958.3A CN115233832B (en) | 2022-07-21 | 2022-07-21 | Reusable bidirectional unhook device with tensile and wind resistance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210855958.3A CN115233832B (en) | 2022-07-21 | 2022-07-21 | Reusable bidirectional unhook device with tensile and wind resistance |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115233832A true CN115233832A (en) | 2022-10-25 |
| CN115233832B CN115233832B (en) | 2024-07-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210855958.3A Active CN115233832B (en) | 2022-07-21 | 2022-07-21 | Reusable bidirectional unhook device with tensile and wind resistance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115233832B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10292671A (en) * | 1997-04-15 | 1998-11-04 | Fujikura Ltd | Rolling, sliding bearing structure for base isolating device |
| JP2002317571A (en) * | 2001-04-23 | 2002-10-31 | Shimizu Corp | Shear deformation preventing device for seismic isolator, sliding material, and shear deformation preventing method for seismic isolator |
| CN105178439A (en) * | 2015-08-14 | 2015-12-23 | 中船第九设计研究院工程有限公司 | Fastener type tensile limiting and damping bearing |
| CN106522376A (en) * | 2016-12-07 | 2017-03-22 | 北京工业大学 | Rotary type arc-shaped rail tensile earthquake insulation device |
| CN106638976A (en) * | 2016-12-13 | 2017-05-10 | 中国能源建设集团江苏省电力设计院有限公司 | Energy consumption spherical support base |
| KR20190002442U (en) * | 2018-03-21 | 2019-10-01 | 박재원 | bearing seismic isolation support |
| KR102067244B1 (en) * | 2019-03-20 | 2020-02-17 | 박성훈 | Earthquake resistant structure |
| CN210177352U (en) * | 2019-05-22 | 2020-03-24 | 常熟市鑫达橡胶制品有限公司 | Bidirectional sliding tensile spherical damping support |
| CN111779154A (en) * | 2020-08-17 | 2020-10-16 | 兰州理工大学 | Buckling-shearing type metal damper applied to shock insulation layer |
| CN113216435A (en) * | 2021-04-30 | 2021-08-06 | 广州大学 | Wind load resisting buttress structure for vertical vibration isolation of vibration isolation layer |
-
2022
- 2022-07-21 CN CN202210855958.3A patent/CN115233832B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10292671A (en) * | 1997-04-15 | 1998-11-04 | Fujikura Ltd | Rolling, sliding bearing structure for base isolating device |
| JP2002317571A (en) * | 2001-04-23 | 2002-10-31 | Shimizu Corp | Shear deformation preventing device for seismic isolator, sliding material, and shear deformation preventing method for seismic isolator |
| CN105178439A (en) * | 2015-08-14 | 2015-12-23 | 中船第九设计研究院工程有限公司 | Fastener type tensile limiting and damping bearing |
| CN106522376A (en) * | 2016-12-07 | 2017-03-22 | 北京工业大学 | Rotary type arc-shaped rail tensile earthquake insulation device |
| CN106638976A (en) * | 2016-12-13 | 2017-05-10 | 中国能源建设集团江苏省电力设计院有限公司 | Energy consumption spherical support base |
| KR20190002442U (en) * | 2018-03-21 | 2019-10-01 | 박재원 | bearing seismic isolation support |
| KR102067244B1 (en) * | 2019-03-20 | 2020-02-17 | 박성훈 | Earthquake resistant structure |
| CN210177352U (en) * | 2019-05-22 | 2020-03-24 | 常熟市鑫达橡胶制品有限公司 | Bidirectional sliding tensile spherical damping support |
| CN111779154A (en) * | 2020-08-17 | 2020-10-16 | 兰州理工大学 | Buckling-shearing type metal damper applied to shock insulation layer |
| CN113216435A (en) * | 2021-04-30 | 2021-08-06 | 广州大学 | Wind load resisting buttress structure for vertical vibration isolation of vibration isolation layer |
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| Publication number | Publication date |
|---|---|
| CN115233832B (en) | 2024-07-02 |
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