WO2020011037A1 - 晃撞即开式摩擦隔震装置 - Google Patents
晃撞即开式摩擦隔震装置 Download PDFInfo
- Publication number
- WO2020011037A1 WO2020011037A1 PCT/CN2019/093938 CN2019093938W WO2020011037A1 WO 2020011037 A1 WO2020011037 A1 WO 2020011037A1 CN 2019093938 W CN2019093938 W CN 2019093938W WO 2020011037 A1 WO2020011037 A1 WO 2020011037A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- cover plate
- sleeve
- friction material
- lower cover
- friction
- Prior art date
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
-
- 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
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F7/00—Vibration-dampers; Shock-absorbers
- F16F7/08—Vibration-dampers; Shock-absorbers with friction surfaces rectilinearly movable along each other
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F9/00—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium
- F16F9/30—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium with solid or semi-solid material, e.g. pasty masses, as damping medium
Definitions
- the invention relates to a sloshing and opening type friction vibration isolation device, and belongs to the technical field of vibration isolation.
- Disasters caused by a strong earthquake are mainly caused by its horizontal seismic wave (horizontal vibration), that is, horizontal acceleration. Therefore, it is stipulated that when the horizontal acceleration reaches 0.1g, the seismic intensity (degree of damage) is 7 °.
- the main method currently used is to isolate earthquakes.
- the friction coefficient of the currently used devices becomes larger due to the long-term weight and static pressure of the friction surface. When the earthquake occurs, the friction surface cannot be opened in time, resulting in weakening of the isolation performance. Or failure.
- the object of the present invention is to propose a slamming instant open friction isolation device, which can respond sensitively, open the friction surface in a timely and reliable manner, and cause relative sliding between the upper structure and the foundation.
- the horizontal shear force and overturning moment that can cause the superstructure to break or fall cannot be generated, so as to achieve the purpose of protecting the superstructure.
- the sloshing and open friction isolation device comprises a lower cover plate, a hollow friction material sleeve is placed above the lower cover plate, and a friction material is laid above the lower cover plate in the friction material sleeve. From the bottom to the top of the friction material, a lower pad, a sloshing pressure block and an upper pad are placed in order. The upper surface of the upper pad is fixedly connected with an upper cover plate, and the bottom surface of the upper cover plate is fixedly connected with a hollow impact sleeve. It is sleeved on the outside of the friction material sleeve, and the bottom end of the impact sleeve is not in contact with the lower cover plate.
- the upper surface of the lower cover plate is fixed with a lower seal steel ring, which is sleeved on the outside of the impact sleeve and the upper end of the lower seal steel ring.
- a seal ring is arranged between the bottom surface of the upper cover plate and the lower seal steel ring and the seal ring between the upper cover plate and the lower cover plate.
- the upper end face and the lower end face of the sloshing pressure block are spherical or subspherical surfaces with a large curvature radius, and both sides of the sloshing pressure block and the friction material sleeve have gaps.
- the friction material sleeve that vibrates with the lower cover plate will definitely The impact sleeve impacts, because the impact sleeve is rigidly connected to the upper cover plate, the impact of the friction material sleeve and the impact sleeve can generate sufficient impact force, and this impact force immediately causes the friction surface between the lower cover plate and the friction material When it is opened, the relative sliding occurs between the lower cover and the friction material, thereby generating the effect of friction isolation.
- the shaking degree of the lower cover plate increased, and the seal ring provided between the upper cover plate and the lower seal steel ring was torn, so the movement of the lower cover plate is not correct for the upper cover plate and the upper cover plate.
- the above upper structure has an impact; for the same reason, the impact of the bottom end of the casing does not contact the lower cover, and the movement of the lower cover will not affect the upper cover and the upper structure above the upper cover.
- the area enclosed by the seal ring and the lower seal steel ring between the upper cover plate and the lower cover plate is filled with grease, which can prevent the internal structure from rusting and also acts as a lubricant.
- the friction material is a composite material of flexible graphite and polytetrafluoroethylene.
- the number of sloshing pressure blocks can be one or more.
- an annular compression spring is added between the friction material sleeve and the upper cover plate, the diameter of the upper portion of the friction material sleeve becomes smaller and has a step shape, and the bottom end of the annular compression spring is pressed against the shaft shoulder on the outer periphery of the friction material sleeve.
- the top is pressed against the lower bottom surface of the upper cover plate, which can ensure that the friction material sleeve does not come into contact with the upper cover plate, but always contacts the upper surface of the lower cover plate, so that the friction material will not run out of the friction material sleeve.
- the outer periphery of the impact sleeve is provided with a reset conical coil spring
- the outer periphery of the large circle at the bottom end of the reset cone spiral spring is fixedly connected to the lower sealing steel ring
- the inner wall of the top small ring is loosely sleeved with the impact sleeve.
- the impact sleeve and the upper cover can be reset by relying on the elastic force of the reset conical coil spring, and restored to the position where the reset conical coil spring and the impact sleeve are substantially concentric to achieve the purpose of automatic reset.
- an anti-collision elastic ring is provided above the reset conical coil spring, and is close to the outer wall of the impact sleeve.
- the seismic wave When the seismic wave is large, it prevents the hard cover from colliding with the impact sleeve when the range of the lower cover is too large, which damages the entire device, and the anti-collision elastic ring acts as a buffer.
- the sealing ring is a lead product, which can play a better sealing role in the absence of an earthquake, and isolate the internal structure from gas to prevent the internal structure from oxidizing and rusting.
- the activity of the lower cover plate is also relatively low. It is easy to tear, and the connection between the upper cover and the lower cover is disconnected in time to ensure that the activities of the lower cover do not affect the upper cover and the upper structure above the upper cover.
- a bottom reinforcing plate is added to the bottom surface of the lower cover plate to prevent deformation of the lower cover plate, and the reinforcing plate is embedded in the lower ring beam, and functions as an anchor bolt to fix the lower cover plate.
- the lower cover plate and the upper cover plate are shaped by a fixing bolt, and the fixing bolt is provided on the outer periphery of the seal ring and the lower seal steel ring.
- the fixing bolt is provided on the outer periphery of the seal ring and the lower seal steel ring.
- the present invention has the following beneficial effects:
- the structure design of the invention is reasonable, and can respond sensitively when an earthquake occurs, and timely open the friction surface between the lower cover plate and the friction material, and the relative movement between the upper cover plate and the lower cover plate, that is, the relative between the upper structure and the foundation Sliding, so the horizontal acceleration from the foundation can not generate the horizontal shear and overturning moment that can damage or topple the superstructure, to achieve the purpose of protecting the superstructure; and at the end of the earthquake, you can rely on the elastic force of the reset cone coil spring to make The impact sleeve and the upper cover are reset, returning to the position where the conical coil spring and the impact sleeve are basically concentric, and will continue to function when the next earthquake comes.
- the anti-collision elastic ring prevents the lower cover from moving.
- the range is too large, a hard collision with the impact sleeve will damage the entire device.
- the device has good vibration isolation effect, low manufacturing cost, and usually requires no maintenance. It has anti-aging, high temperature resistance, high radiation resistance, water resistance, corrosion resistance, and rodent resistance.
- Figure 1 Schematic diagram of the structure of a sloshing and open friction isolation device.
- the sloshing and open friction isolation device includes a lower cover plate 9, a hollow friction material sleeve 2 is placed above the lower cover plate 9, and a lower cover plate 9 inside the friction material sleeve 2.
- a friction material 7 is laid on top, and a lower pad 8, an oscillating pressure block 1, and an upper pad 15 are placed in order from the bottom to the top of the friction material 7 in the friction material sleeve 2.
- the top surface of the upper pad 15 is fixedly connected to the upper surface.
- a hollow impact sleeve 3 is fixedly connected to the bottom surface of the cover plate 16 and the upper cover plate 16.
- the impact sleeve 3 is sleeved outside the friction material sleeve 2 and the bottom end of the impact sleeve 3 does not contact the lower cover plate 9; the lower cover plate 9
- a lower seal steel ring 10 is fixed on the upper surface, and the lower seal steel ring 10 is sleeved on the outside of the impact sleeve 3.
- a seal ring 11 is provided between the upper end of the lower seal steel ring 10 and the bottom surface of the upper cover plate 16; the upper cover plate 16
- the area enclosed by the lower seal steel ring 10 and the seal ring 11 between the lower cover plate 9 and the seal ring 11 is filled with grease 12.
- annular compression spring 14 is added between the friction material sleeve 2 and the upper cover plate 16, the upper diameter of the friction material sleeve 2 becomes smaller and has a step shape, and the bottom end of the annular compression spring 14 is against the friction material sleeve.
- the top end bears on the lower bottom surface of the upper cover plate 16 to ensure that the friction material sleeve 2 will not come into contact with the upper cover plate 16 but always contact the upper surface of the lower cover plate 9 so that the friction material 7 will not run out of the friction material sleeve 2;
- the outer periphery of the impact sleeve 3 is provided with a reset cone coil spring 13, the outer periphery of the bottom end of the reset cone coil spring 13 is fixedly connected to the lower sealing steel ring 10, and the inner wall of the top small ring It is loosely sleeved with the impact sleeve 3, and at the end of the earthquake, the impact sleeve 3 and the upper cover plate 16 can be reset by the elastic force of the reset cone coil spring 13 to return to the concentric position of the reset cone coil spring 13 and the impact sleeve 3.
- the tube 3 has a hard collision, which damages the entire device, and the anti-collision elastic ring buffers 5
- the sealing ring 11 is a lead product, which can play a better sealing role when there is no earthquake, to isolate the internal structure from gas and prevent the internal structure from oxidizing and rusting.
- the lower cover plate 9 is buried flat with cement mortar with a higher number until it is solidified, and then a reinforced concrete upper ring beam is cast on top of the upper cover plate 16.
- the fixing bolt 4 is the upper cover plate 16 during transportation and installation. It plays a pre-tightening and fixing role with the lower cover plate 9 to ensure that there is no large deviation when the two are installed. After the upper ring beam is solidified, it is cut off from the middle of the set bolt 4 to ensure that the upper cover plate 16 and the lower cover plate 9 There is no hard connection between them.
- the upper and lower end faces of the pressure-bearing block 1 are spherical surfaces with a large curvature radius (that is, a plane with a small diameter is left at the center, which can significantly increase the bearing capacity), and both sides of the pressure-bearing block 1 and the friction material sleeve 2 are shaken. All have gaps.
- the horizontal earthquake wave of a strong earthquake arrives, since the upper and lower end faces of the sloshing pressure block 1 are spherical or subspherical, it will immediately generate horizontal sloshing.
- the foundation is basically horizontally shaken, and the upper structure is basically immobile.
- the friction surface between the lower cover plate 9 and the friction material 7 has not been opened.
- the amplitude of the shaking force of the shaking pressure block 1 also increases.
- the material sleeve 2 will definitely collide with the impact sleeve 3. Since the impact sleeve 3 is rigidly connected to the upper cover plate 16, the impact of the friction material sleeve 2 and the impact sleeve 3 can generate sufficient impact force, and this impact force immediately
- the friction surface between the lower cover plate 9 and the friction material 7 is opened, and a relative sliding occurs between the lower cover plate 9 and the friction material 7, thereby generating the effect of friction isolation.
- the shaking degree of the lower cover plate 9 increases, and the lead seal ring 11 provided between the upper cover plate 16 and the lower seal steel ring 10 is torn, so the movement of the lower cover plate 9 is basically Does not affect the upper cover plate 16 and the upper structure above the upper cover plate 16; for the same reason, the impact of the bottom end of the sleeve 3 does not contact the lower cover plate 9 and the movement of the lower cover plate 9 will not affect the upper cover plate 16 and The upper structure above the upper cover plate 16 has an influence.
- the friction material 7 is a composite material of flexible graphite and polytetrafluoroethylene.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
- Vibration Dampers (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
Claims (7)
- 一种晃撞即开式摩擦隔震装置,其特征在于:包括下盖板(9),下盖板(9)上方放置有空心摩擦材料套管(2),摩擦材料套管(2)内的下盖板(9)上方铺设有摩擦材料(7),摩擦材料套管(2)内摩擦材料(7)上方由下到上依次放置有下垫板(8)、晃动承压块(1)和上垫板(15),上垫板(15)顶面固定连接有上盖板(16),上盖板(16)底面固定连接有中空撞击套管(3),撞击套管(3)套于摩擦材料套管(2)外侧,并且撞击套管(3)底端与下盖板(9)不接触;下盖板(9)的上表面固定设有下密封钢圈(10),下密封钢圈(10)套于撞击套管(3)外侧,下密封钢圈(10)上端与上盖板(16)的底面之间设有密封圈(11);上盖板(16)和下盖板(9)之间的下密封钢圈(10)和密封圈(11)围成的区域和间隙内充满油脂(12)。
- 根据权利要求1所述的晃撞即开式摩擦隔震装置,其特征在于:摩擦材料套管(2)与上盖板(16)之间增设环形压紧弹簧(14),摩擦材料套管(2)上部直径变小呈阶梯状,环形压紧弹簧(14)底端顶于摩擦材料套管(2)外周的轴肩处,顶端顶在上盖板(16)的下底面。
- 根据权利要求1所述的晃撞即开式摩擦隔震装置,其特征在于:撞击套管(3)外周套装有复位锥形螺旋弹簧(13),复位锥形螺旋弹簧(13)的底端大圈外周与下密封钢圈(10)固定连接,顶端小圈内壁与撞击套管(3)松动套接。
- 根据权利要求1所述的晃撞即开式摩擦隔震装置,其特征在于:在复位锥形螺旋弹簧(13)上方,紧贴撞击套管(3)外壁设有防撞弹性圈(5)。
- 根据权利要求1所述的晃撞即开式摩擦隔震装置,其特征在于:密封圈(11)为铅制品。
- 根据权利要求1所述的晃撞即开式摩擦隔震装置,其特征在于:下盖板(9)底面增设底部加强板(6)。
- 根据权利要求1所述的晃撞即开式摩擦隔震装置,其特征在于:下盖板(9)与上盖板(16)之间通过定形螺栓(4)定形,定形螺栓(4)设于下密封钢圈(10)的外周。
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2021524088A JP2021532294A (ja) | 2018-07-13 | 2019-06-29 | 揺れや衝撃で直ちに開く摩擦免震装置 |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821109375.1 | 2018-07-13 | ||
CN201821109375.1U CN208501955U (zh) | 2018-07-13 | 2018-07-13 | 晃撞即开式摩擦隔震装置 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2020011037A1 true WO2020011037A1 (zh) | 2020-01-16 |
Family
ID=65284649
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/CN2019/093938 WO2020011037A1 (zh) | 2018-07-13 | 2019-06-29 | 晃撞即开式摩擦隔震装置 |
Country Status (3)
Country | Link |
---|---|
JP (1) | JP2021532294A (zh) |
CN (1) | CN208501955U (zh) |
WO (1) | WO2020011037A1 (zh) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112921983A (zh) * | 2021-02-01 | 2021-06-08 | 安徽建筑大学 | 一种深基坑工程分仓施工临时支撑结构 |
CN113417380A (zh) * | 2021-07-02 | 2021-09-21 | 中国电力科学研究院有限公司 | 一种抗摇摆隔震装置 |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN208501955U (zh) * | 2018-07-13 | 2019-02-15 | 陆寿仙 | 晃撞即开式摩擦隔震装置 |
CN110259865B (zh) * | 2019-06-04 | 2020-10-09 | 常州大学 | 一种适用于共振带的阻尼骤变无峰减震器 |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3945344B2 (ja) * | 2002-07-17 | 2007-07-18 | 株式会社金澤製作所 | 免震装置 |
CN101705656A (zh) * | 2009-11-20 | 2010-05-12 | 北京工业大学 | 长大桥梁三球面摩擦滑动隔震支座 |
CN201779202U (zh) * | 2010-07-23 | 2011-03-30 | 北京化工大学 | 蜂窝型阻尼器 |
CN203569474U (zh) * | 2013-10-30 | 2014-04-30 | 衡水橡胶股份有限公司 | 一种可自调水平刚度的摩擦摆式减隔震支座 |
CN105951586A (zh) * | 2016-06-23 | 2016-09-21 | 中铁第四勘察设计院集团有限公司 | 一种黏滞流体阻尼钢支座 |
CN106245781A (zh) * | 2016-09-28 | 2016-12-21 | 清华大学 | 摩擦力可调型摩擦摆滑移支座 |
CN206129977U (zh) * | 2016-10-24 | 2017-04-26 | 西京学院 | 一种滑移黏滞阻尼减震支座 |
CN107604810A (zh) * | 2017-08-04 | 2018-01-19 | 东南大学 | 一种自复位摩擦摆三维减隔震支座 |
CN208501955U (zh) * | 2018-07-13 | 2019-02-15 | 陆寿仙 | 晃撞即开式摩擦隔震装置 |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000074137A (ja) * | 1998-09-01 | 2000-03-07 | Taisei Corp | 免震装置 |
JP3659567B2 (ja) * | 2000-05-15 | 2005-06-15 | 株式会社ダイナミックデザイン | 免震装置 |
JP3806805B2 (ja) * | 2002-06-04 | 2006-08-09 | 株式会社竹中工務店 | 建築物の風揺れ防止装置 |
JP2004346600A (ja) * | 2003-05-22 | 2004-12-09 | Eiken:Kk | 建築物における免震基礎構造 |
JP2005264470A (ja) * | 2004-03-17 | 2005-09-29 | Daiwa House Ind Co Ltd | 免震構造 |
JP2006037422A (ja) * | 2004-07-23 | 2006-02-09 | Kyoritsu Construction Co Ltd | 免震構造物の施工方法 |
JP3160350U (ja) * | 2010-02-23 | 2010-06-24 | 邦夫 青砥 | 戸建住宅の免震支承 |
CN108474440B (zh) * | 2016-01-20 | 2020-06-09 | 株式会社普利司通 | 滑动支承装置 |
-
2018
- 2018-07-13 CN CN201821109375.1U patent/CN208501955U/zh not_active Expired - Fee Related
-
2019
- 2019-06-29 WO PCT/CN2019/093938 patent/WO2020011037A1/zh active Application Filing
- 2019-06-29 JP JP2021524088A patent/JP2021532294A/ja active Pending
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3945344B2 (ja) * | 2002-07-17 | 2007-07-18 | 株式会社金澤製作所 | 免震装置 |
CN101705656A (zh) * | 2009-11-20 | 2010-05-12 | 北京工业大学 | 长大桥梁三球面摩擦滑动隔震支座 |
CN201779202U (zh) * | 2010-07-23 | 2011-03-30 | 北京化工大学 | 蜂窝型阻尼器 |
CN203569474U (zh) * | 2013-10-30 | 2014-04-30 | 衡水橡胶股份有限公司 | 一种可自调水平刚度的摩擦摆式减隔震支座 |
CN105951586A (zh) * | 2016-06-23 | 2016-09-21 | 中铁第四勘察设计院集团有限公司 | 一种黏滞流体阻尼钢支座 |
CN106245781A (zh) * | 2016-09-28 | 2016-12-21 | 清华大学 | 摩擦力可调型摩擦摆滑移支座 |
CN206129977U (zh) * | 2016-10-24 | 2017-04-26 | 西京学院 | 一种滑移黏滞阻尼减震支座 |
CN107604810A (zh) * | 2017-08-04 | 2018-01-19 | 东南大学 | 一种自复位摩擦摆三维减隔震支座 |
CN208501955U (zh) * | 2018-07-13 | 2019-02-15 | 陆寿仙 | 晃撞即开式摩擦隔震装置 |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112921983A (zh) * | 2021-02-01 | 2021-06-08 | 安徽建筑大学 | 一种深基坑工程分仓施工临时支撑结构 |
CN113417380A (zh) * | 2021-07-02 | 2021-09-21 | 中国电力科学研究院有限公司 | 一种抗摇摆隔震装置 |
CN113417380B (zh) * | 2021-07-02 | 2022-04-29 | 中国电力科学研究院有限公司 | 一种抗摇摆隔震装置 |
Also Published As
Publication number | Publication date |
---|---|
CN208501955U (zh) | 2019-02-15 |
JP2021532294A (ja) | 2021-11-25 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2020011037A1 (zh) | 晃撞即开式摩擦隔震装置 | |
JP3646926B2 (ja) | 長周期仮想振子によって建物及び物体を免震支持する地震対策 | |
CN110637125B (zh) | 一种用于结构单元快速组装同时提供抗震和稳固结合的连接装置 | |
CN105672517A (zh) | 一种摇摆自复位自立式高耸结构 | |
CN107794839B (zh) | 一种减隔震支座的限位装置 | |
CN205712546U (zh) | 一种摇摆自复位自立式高耸结构 | |
US4514942A (en) | Damping installation for earthquake-endangered buildings | |
CN104074544A (zh) | 立风井双门式防爆系统 | |
CN108691555A (zh) | 断层破碎带段抗震隧道管道连接件 | |
CN205259405U (zh) | 带有减震节点的钢框架建筑墙体 | |
KR102081790B1 (ko) | 면진장치 | |
Galindo et al. | Design, full-scale testing and CE certification of anti-seismic devices according to the New European Norm EN 15129: elastomeric isolators | |
Tafheem et al. | Seismic isolation systems in structures-the state of art review | |
Gimenez et al. | Md. Seismic isolation of bridges: devices, common practices in Japan, and examples of application | |
CN211523592U (zh) | 自封闭晃撞即开式摩擦隔震装置 | |
CN110159628A (zh) | 一种盾构隧道螺栓接头的自适应保护装置 | |
CN114481805B (zh) | 用于混凝土构件的连接结构 | |
CN220724826U (zh) | 一种预制箱梁的新型连接装置 | |
WO2013086651A1 (zh) | 滤波隔震垫 | |
CN212317166U (zh) | 摩擦隔震支座 | |
Mitoulis et al. | Uplift of elastomeric bearings in isolated bridges-A possible mechanism: Effects and remediation | |
CN220813901U (zh) | 一种高陡边坡防滚石结构 | |
CN113684850B (zh) | 一种基础防渗墙的连接结构 | |
CN111980166A (zh) | 摩擦隔震支座 | |
Mendez-Galindo et al. | Seismic Retrofitting of Existing Structures–Common Strategies and Case Studies |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 19833441 Country of ref document: EP Kind code of ref document: A1 |
|
ENP | Entry into the national phase |
Ref document number: 2021524088 Country of ref document: JP Kind code of ref document: A |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 19833441 Country of ref document: EP Kind code of ref document: A1 |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 19833441 Country of ref document: EP Kind code of ref document: A1 |