CN111395568A - Replaceable shape memory alloy composite shock insulation support - Google Patents
Replaceable shape memory alloy composite shock insulation support Download PDFInfo
- Publication number
- CN111395568A CN111395568A CN202010337666.1A CN202010337666A CN111395568A CN 111395568 A CN111395568 A CN 111395568A CN 202010337666 A CN202010337666 A CN 202010337666A CN 111395568 A CN111395568 A CN 111395568A
- Authority
- CN
- China
- Prior art keywords
- connecting plate
- shape memory
- memory alloy
- stranded wire
- lower connecting
- 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.)
- Pending
Links
- 229910001285 shape-memory alloy Inorganic materials 0.000 title claims abstract description 48
- 239000002131 composite material Substances 0.000 title claims abstract description 14
- 230000035939 shock Effects 0.000 title claims description 4
- 238000009413 insulation Methods 0.000 title claims 3
- 238000002955 isolation Methods 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000007789 sealing Methods 0.000 claims description 13
- 238000004073 vulcanization Methods 0.000 claims description 3
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 5
- 239000010410 layer Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Images
Classifications
-
- 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
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Springs (AREA)
Abstract
本发明涉及一种可更换的形状记忆合金复合隔震支座,包括上连接板、下连接板,叠层橡胶支座和形状记忆合金绞线即SMA绞线,所述上连接板和下连接板分别通过固定螺栓与叠层橡胶支座上下表面固定在一起;所述叠层橡胶支座前后两侧的上连接板、下连接板内侧沿纵向焊接有高强螺母,形状记忆合金绞线依次穿过上连接板、下连接板上的一个高强螺母后固定,使形状记忆合金绞线构成“M”型。形状记忆合金绞线具有更高的耗能能力和自复位能力,能有效控制支座、结构震后的残余变形;较传统橡胶支座,抗拉能力明显提高,能抵抗较大的竖向变形,且安装、拆卸方便。
The invention relates to a replaceable shape memory alloy composite vibration isolation bearing, comprising an upper connecting plate, a lower connecting plate, a laminated rubber bearing and a shape memory alloy stranded wire, namely SMA stranded wire, the upper connecting plate and the lower connecting plate are connected The plates are respectively fixed with the upper and lower surfaces of the laminated rubber support through fixing bolts; the inner sides of the upper connecting plate and the lower connecting plate on the front and rear sides of the laminated rubber support are longitudinally welded with high-strength nuts, and the shape memory alloy strands are passed through in turn. After passing a high-strength nut on the upper connecting plate and the lower connecting plate, it is fixed, so that the shape memory alloy stranded wire forms an "M" shape. The shape memory alloy stranded wire has higher energy dissipation capacity and self-resetting capacity, and can effectively control the residual deformation of the bearing and the structure after the earthquake; compared with the traditional rubber bearing, the tensile capacity is significantly improved, and it can resist large vertical deformation. , and easy to install and disassemble.
Description
技术领域technical field
本发明属于建筑与土木工程技术领域,尤其涉及一种可更换的形状记忆合金复合隔震支座。The invention belongs to the technical field of construction and civil engineering, and particularly relates to a replaceable shape memory alloy composite vibration isolation bearing.
背景技术Background technique
地震是一种自然现象,会造成高层建筑、剪力墙墙体结构发生严重挤压、剪切、拉伸破坏,震后难以修复。因此高层建筑、剪力墙墙体结构底部、脚部会通过安装隔震支座,来降低地震带来的影响。但传统的隔震支座采用的是橡胶支座,具有一定的局限性,阻尼小、耗能能力小、抗拉强度低,在大变形位移下支座易于失稳。Earthquake is a natural phenomenon, which can cause severe extrusion, shearing and tensile damage to high-rise buildings and shear wall structures, and it is difficult to repair after the earthquake. Therefore, the bottom and feet of high-rise buildings and shear wall structures will be installed with isolation bearings to reduce the impact of earthquakes. However, the traditional vibration isolation bearings use rubber bearings, which have certain limitations, such as small damping, low energy dissipation capacity, and low tensile strength, and the bearings are prone to instability under large deformation and displacement.
发明内容SUMMARY OF THE INVENTION
针对现有技术存在的不足,本发明提供一种可更换的形状记忆合金复合隔震支座。In view of the deficiencies in the prior art, the present invention provides a replaceable shape memory alloy composite vibration isolation bearing.
一种可更换的形状记忆合金复合隔震支座,包括上连接板、下连接板,叠层橡胶支座和形状记忆合金绞线即SMA绞线,所述上连接板和下连接板分别通过固定螺栓与叠层橡胶支座上下表面固定在一起;所述叠层橡胶支座前后两侧的上连接板、下连接板内侧沿纵向焊接有高强螺母,形状记忆合金绞线依次穿过上连接板、下连接板上的一个高强螺母后固定,使形状记忆合金绞线构成“M”型。A replaceable shape memory alloy composite vibration isolation bearing, comprising an upper connecting plate, a lower connecting plate, a laminated rubber bearing and a shape memory alloy stranded wire, namely SMA stranded wire, the upper connecting plate and the lower connecting plate respectively pass through The fixing bolts are fixed with the upper and lower surfaces of the laminated rubber support; the inner sides of the upper connecting plate and the lower connecting plate on the front and rear sides of the laminated rubber support are longitudinally welded with high-strength nuts, and the shape memory alloy strands pass through the upper connection in sequence A high-strength nut on the plate and the lower connecting plate is then fixed, so that the shape memory alloy stranded wire forms an "M" shape.
所述叠层橡胶支座是外部由橡胶保护层包裹的隔震橡胶支座,内部与上连接板、下连接板平行设置有内封板、内部钢板以及内部橡胶层,内部钢板与内部橡胶层间隔设置,两端用内封板内封,内封板、内部钢板、内部橡胶之间均采用硫化作用连接;内封板上开有螺纹孔,用于与上连接板、下连接板的连接固定。The laminated rubber bearing is a shock-isolating rubber bearing wrapped by a rubber protective layer on the outside, and an inner sealing plate, an inner steel plate and an inner rubber layer are arranged in parallel with the upper connecting plate and the lower connecting plate inside, and the inner steel plate and the inner rubber layer are arranged in parallel. Set at intervals, both ends are sealed with inner sealing plate, and the inner sealing plate, inner steel plate and inner rubber are all connected by vulcanization; threaded holes are opened on the inner sealing plate for connection with the upper connecting plate and the lower connecting plate fixed.
所述形状记忆合金绞线用量尺寸由形状记忆丝根据建筑墙体构件受力能力及实际情况确定,并根据国家钢绞线捻制标准捻制而成。The size of the shape memory alloy strand is determined by the shape memory wire according to the force capacity of the building wall components and the actual situation, and is twisted according to the national steel strand twisting standard.
所述高强螺母直径大于形状记忆合金绞线。The diameter of the high-strength nut is larger than that of the shape memory alloy stranded wire.
所述支座的记忆合金绞线与建筑墙体外表面平行。The memory alloy strands of the support are parallel to the outer surface of the building wall.
本发明的有益效果是:The beneficial effects of the present invention are:
1、本发明的支座使用了形状记忆合金绞线,可以充分发挥其超弹性性能来消耗地震产生的能量以及较大恢复力,较传统橡胶支座,具有更高的耗能能力和自复位能力,能有效控制支座、结构震后的残余变形;形状记忆合金绞线和叠层橡胶支座共同作用,达到复合隔震的目的;1. The bearing of the present invention uses a shape memory alloy stranded wire, which can give full play to its superelasticity to consume the energy generated by the earthquake and the larger restoring force. Compared with the traditional rubber bearing, it has higher energy dissipation capacity and self-resetting. It can effectively control the residual deformation of the bearing and the structure after the earthquake; the shape memory alloy stranded wire and the laminated rubber bearing work together to achieve the purpose of composite isolation;
2、形状记忆合金绞线的使用,使支座的抗水平变形能力更强,使支座在工作阶段不产生较大变形;且较传统橡胶支座相比,抗拉能力明显提高,能抵抗较大的竖向变形;2. The use of shape memory alloy stranded wire makes the bearing more resistant to horizontal deformation, so that the bearing does not produce large deformation during the working stage; and compared with the traditional rubber bearing, the tensile strength is significantly improved, and it can resist Large vertical deformation;
3、本发明中可根据不同的工况采用直径不同的形状记忆合金绞线,且安装、拆卸方便,不仅能保护建筑结构、墙体的稳定性与安全性,同时也提高了建筑结构、墙体结构的使用率,使震后修复难度大大降低;3. In the present invention, shape memory alloy strands with different diameters can be used according to different working conditions, and the installation and disassembly are convenient, which can not only protect the stability and safety of the building structure and the wall, but also improve the building structure and the wall. The utilization rate of the body structure greatly reduces the difficulty of post-earthquake repair;
4、形状记忆合金绞线对称分布在叠层橡胶支座的前后两侧,不仅提高了支座抗拉能力和抗剪能力,同时也排除了因布置于叠层橡胶支座左右两侧发生较大水平变形时,形状记忆合金绞线与支座的接触摩擦问题。4. The shape memory alloy strands are symmetrically distributed on the front and rear sides of the laminated rubber bearing, which not only improves the tensile capacity and shear resistance of the bearing, but also eliminates the occurrence of relatively large differences due to the arrangement on the left and right sides of the laminated rubber bearing. When the large horizontal deformation occurs, the contact friction between the shape memory alloy stranded wire and the support is the problem.
5、本发明可更换的形状记忆合金复合橡胶支座,大大提高了建筑结构、墙体结构、支座的利用率。5. The replaceable shape memory alloy composite rubber bearing of the present invention greatly improves the utilization rate of building structure, wall structure and bearing.
附图说明Description of drawings
图1为本发明的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the present invention;
图2为图1的正视图;Fig. 2 is the front view of Fig. 1;
图3为图1的侧视图;Fig. 3 is the side view of Fig. 1;
图4为图2的剖视图;Fig. 4 is the sectional view of Fig. 2;
其中,in,
1-上连接板,2-下连接板,3-内封板,4-连接螺栓孔,5-内部钢板,6-内部橡胶层,7-形状记忆合金绞线,8-高强螺母,9-叠层橡胶支座,10-固定螺栓孔。1- Upper connecting plate, 2- Lower connecting plate, 3- Inner sealing plate, 4- Connecting bolt holes, 5- Inner steel plate, 6- Inner rubber layer, 7- Shape memory alloy stranded wire, 8- High strength nut, 9- Laminated rubber mounts, 10-holes for fixing bolts.
具体实施方式Detailed ways
为了更好的解释本发明,以便于理解,下面结合附图,通过具体实施方式,对本发明的技术方案和效果作详细描述。In order to better explain the present invention and facilitate understanding, the technical solutions and effects of the present invention will be described in detail below with reference to the accompanying drawings and through specific embodiments.
如图1-4所示,一种可更换的形状记忆合金复合隔震支座,包括上连接板1、下连接板2,叠层橡胶支座9和形状记忆合金绞线7即SMA绞线,所述上连接板1和下连接板2上开有固定螺栓孔10,分别通过固定螺栓与叠层橡胶支座9上下表面固定在一起;上连接板1和下连接板2四角开有连接螺栓孔4,与叠层橡胶支座9的非连接面通过螺栓与建筑结构墙体连接。所述叠层橡胶支座9前后两侧的上连接板1、下连接板2内侧沿纵向焊接有高强螺母8,用于穿插形状记忆合金绞线7,形状记忆合金绞线7依次穿过上连接板1、下连接板2上的一个高强螺母8后固定,使形状记忆合金绞线7构成“M”型;当支座发生拉伸、水平变形时,形状记忆合金绞线7可发生变形,充分发挥形状记忆合金超弹性和耗能能力,从而达到减震、抗震效果;且形状记忆合金绞线7的超弹性发挥巨大的耗能能力,亦可以通过产生的巨大恢复力,提供支座一定的自复位能力。所述高强螺母8对称分布在叠层橡胶支座9的两侧。As shown in Figures 1-4, a replaceable shape memory alloy composite vibration isolation bearing includes an upper connecting
所述叠层橡胶支座9是外部由橡胶保护层包裹的隔震橡胶支座9,内部与上连接板1、下连接板2平行设置有内封板3、内部钢板5以及内部橡胶层6,内部钢板5与内部橡胶层6间隔设置,两端用内封板3内封,内封板3、内部钢板5、内部橡胶之间均采用硫化作用连接;内封板3上开有螺纹孔,用于与上连接板1、下连接板2的连接固定。The laminated rubber bearing 9 is a shock-isolating rubber bearing 9 wrapped by a rubber protective layer on the outside, and an
所述形状记忆合金绞线7用量尺寸由形状记忆丝根据建筑墙体构件受力能力及实际情况确定,并根据国家钢绞线捻制标准捻制而成。The size of the shape
所述高强螺母8直径大于形状记忆合金绞线7。The diameter of the high-
上述的一种可更换的形状记忆合金复合隔震支座的使用方法如下:The use method of the above-mentioned replaceable shape memory alloy composite vibration isolation bearing is as follows:
利用螺栓将支座与墙体连接,此过程中保证形状记忆合金绞线7与建筑墙体外表面平行;当地震来临时,保护墙体及事物的安全性,保护结构主体安全和提高墙体结构稳定性。当地震过后,将支座与墙体间的螺栓拧下,替换掉已损坏的支座或是形状记忆合金绞线7,更换新的支座或形状记忆合金绞线7,再次使用。Bolts are used to connect the support to the wall. In this process, the shape memory alloy stranded
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010337666.1A CN111395568A (en) | 2020-04-26 | 2020-04-26 | Replaceable shape memory alloy composite shock insulation support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010337666.1A CN111395568A (en) | 2020-04-26 | 2020-04-26 | Replaceable shape memory alloy composite shock insulation support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111395568A true CN111395568A (en) | 2020-07-10 |
Family
ID=71426637
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010337666.1A Pending CN111395568A (en) | 2020-04-26 | 2020-04-26 | Replaceable shape memory alloy composite shock insulation support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111395568A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152730A (en) * | 2021-03-11 | 2021-07-23 | 广州大学 | Assembled composite energy dissipation shear wall |
| CN116950238A (en) * | 2023-09-12 | 2023-10-27 | 广州大学 | Overload-resistant rigidity-variable thick-meat rubber vibration double-control support and design and installation method thereof |
| US20250043528A1 (en) * | 2021-12-17 | 2025-02-06 | The Governors Of The University Of Alberta | Smart friction pendulum system |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1088851A (en) * | 1996-09-10 | 1998-04-07 | Yokohama Rubber Co Ltd:The | Bearing device for vibration isolation |
| KR100731210B1 (en) * | 2005-01-19 | 2007-06-22 | 안숙희 | Base isolation bridge device for bridge using shape memory alloy |
| CN104781575A (en) * | 2012-09-03 | 2015-07-15 | 奥依列斯工业株式会社 | Seismic base isolation device |
| CN104831622A (en) * | 2015-05-15 | 2015-08-12 | 东南大学 | Scattered shape memory alloy seismic reduction and isolation rubber support with automatic reset function |
| US20170204603A1 (en) * | 2016-01-19 | 2017-07-20 | Chong-Shien Tsai | Energy absorber |
| CN206681156U (en) * | 2017-03-23 | 2017-11-28 | 陕西永安减震科技有限公司 | A kind of elastic sliding bearing with marmem rope |
| CN110258844A (en) * | 2019-05-21 | 2019-09-20 | 同济大学 | Replaceable shear wall foot support based on marmem |
| CN209585290U (en) * | 2019-02-14 | 2019-11-05 | 中国能源建设集团辽宁电力勘测设计院有限公司 | A kind of laminated rubber bases |
-
2020
- 2020-04-26 CN CN202010337666.1A patent/CN111395568A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1088851A (en) * | 1996-09-10 | 1998-04-07 | Yokohama Rubber Co Ltd:The | Bearing device for vibration isolation |
| KR100731210B1 (en) * | 2005-01-19 | 2007-06-22 | 안숙희 | Base isolation bridge device for bridge using shape memory alloy |
| CN104781575A (en) * | 2012-09-03 | 2015-07-15 | 奥依列斯工业株式会社 | Seismic base isolation device |
| CN104831622A (en) * | 2015-05-15 | 2015-08-12 | 东南大学 | Scattered shape memory alloy seismic reduction and isolation rubber support with automatic reset function |
| US20170204603A1 (en) * | 2016-01-19 | 2017-07-20 | Chong-Shien Tsai | Energy absorber |
| CN206681156U (en) * | 2017-03-23 | 2017-11-28 | 陕西永安减震科技有限公司 | A kind of elastic sliding bearing with marmem rope |
| CN209585290U (en) * | 2019-02-14 | 2019-11-05 | 中国能源建设集团辽宁电力勘测设计院有限公司 | A kind of laminated rubber bases |
| CN110258844A (en) * | 2019-05-21 | 2019-09-20 | 同济大学 | Replaceable shear wall foot support based on marmem |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152730A (en) * | 2021-03-11 | 2021-07-23 | 广州大学 | Assembled composite energy dissipation shear wall |
| CN113152730B (en) * | 2021-03-11 | 2024-08-16 | 广州大学 | Assembled composite energy consumption shear wall |
| US20250043528A1 (en) * | 2021-12-17 | 2025-02-06 | The Governors Of The University Of Alberta | Smart friction pendulum system |
| CN116950238A (en) * | 2023-09-12 | 2023-10-27 | 广州大学 | Overload-resistant rigidity-variable thick-meat rubber vibration double-control support and design and installation method thereof |
| CN116950238B (en) * | 2023-09-12 | 2024-08-02 | 广州大学 | Overload-resistant rigidity-variable thick-meat rubber vibration double-control support and design and installation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105421610B (en) | Self-resetting mild steel energy dissipation support | |
| CN107035018B (en) | Even Liang Ruangang attenuator and work progress | |
| CN110174232A (en) | It is a kind of simulation component by long-term xial feed and impact coupling disaster experimental rig, system and method | |
| CN211817096U (en) | Compound even roof beam attenuator based on viscoelasticity material | |
| CN106499081A (en) | A kind of coupling beam wind resistance antishock device | |
| CN104831826B (en) | Lap-jointed self-centering buckling-restrained brace | |
| CN112376975A (en) | Shock insulation system of high-rise building based on rubber shock absorption | |
| CN109723159B (en) | Full Length Restrained Weldless Buckling Restrained Braces | |
| CN209397607U (en) | A tensile steel supporting active end structure | |
| CN102296702B (en) | Shape memory alloy self-resetting multi-dimensional shock insulation support | |
| CN207794355U (en) | A kind of coupling beam structure reinforced using X-shaped steel plate | |
| CN207110102U (en) | A kind of circular section reducing low-yield rod iron dissipative cell | |
| CN216664496U (en) | Anti-pulling self-resetting composite shock insulation support | |
| CN205206072U (en) | Power consumption of shear type mild steel is supported | |
| CN112411784B (en) | A cable-type energy dissipation support and energy dissipation method thereof | |
| CN204491826U (en) | Can restore funcitons tube structure system | |
| CN117107938B (en) | A prefabricated, staged viscoelastic-friction composite shock absorber | |
| CN210713319U (en) | Mild steel shear damper with prefabricated structure | |
| CN209277388U (en) | A kind of replaceable energy-dissipating and shock-absorbing coupling beam | |
| CN219508882U (en) | Three-dimensional shock-absorbing support | |
| CN106368319A (en) | Joint connecting device suitable for assembly type structure | |
| Li et al. | Structural shear wall systems with metal energy dissipation mechanism | |
| CN219491300U (en) | Combined rubber support | |
| CN112431318B (en) | A multi-stage cable-type energy dissipation support and energy dissipation method thereof | |
| CN216196846U (en) | Prestress tension-spring damping system for wooden frame and bucket arch layer of ancient building |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200710 |
|
| RJ01 | Rejection of invention patent application after publication |
