JPH09324832A - Base isolation device - Google Patents

Base isolation device

Info

Publication number
JPH09324832A
JPH09324832A JP14015596A JP14015596A JPH09324832A JP H09324832 A JPH09324832 A JP H09324832A JP 14015596 A JP14015596 A JP 14015596A JP 14015596 A JP14015596 A JP 14015596A JP H09324832 A JPH09324832 A JP H09324832A
Authority
JP
Japan
Prior art keywords
guide member
piece
isolation device
seismic isolation
neck
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
Application number
JP14015596A
Other languages
Japanese (ja)
Inventor
Kazuhiko Okashita
和彦 岡下
Atsushi Takeuchi
淳 竹内
Toshiro Takeda
敏郎 武田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP14015596A priority Critical patent/JPH09324832A/en
Publication of JPH09324832A publication Critical patent/JPH09324832A/en
Pending legal-status Critical Current

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Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Foundations (AREA)
  • Building Environments (AREA)

Abstract

PROBLEM TO BE SOLVED: To stabilize the deflection of a supported body against a shock so as to prevent its floating, by connecting a neck member between a first piece and a second piece so as to be made to serve as a connecting member, and crossing each other a first guide member and a second guide member, which have slits through which the neck member is passed and grooves in which the first piece or the second piece is guided. SOLUTION: Elastic bodies 35 are sandwiched between two same circular plates 34 so as to be made to serve as a first piece 31 and a second piece 32, and connected to each other through a neck member 33 so that the neck member 33 is made to serve as a connecting member. Slits 21 and the like through which the neck member 33 is passed and grooves 12, 22 in which the first piece 31 or the second piece 32 is guided, are arranged in the first guide member 10 and the second guide member 20, and the slits 21 and the like are so formed that the neck member 33 can be freely passed therethrough and the plates 34 may not be slipped off therefrom. When force such as an earthquake is applied to a supported body, relative movement between the first guide member 10 fixed to the supporting body of a base isolation device and the second guide member 20 fixed to the supported body and a shock caused by pressure from below are absorbed in the elastic bodies 35, thereby the swinging and floating of the supported body can be suppressed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、地震等の衝撃で
支持体上の建物や機械装置等の被支持体に大きな揺れを
発生する恐れがあるときに制震させ、被支持体を安定さ
せるとともに浮き上がりを防止する免震装置に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention stabilizes a supported body by damping it when there is a possibility that a large amount of shaking will occur on the supported body such as a building or a mechanical device on the support due to an impact such as an earthquake. At the same time, it relates to a seismic isolation device that prevents lifting.

【0002】[0002]

【従来の技術】この種の免震装置の一例として、特公平
6−45973号公報に記載された浮き上がり防止技術
が知られている。これによれば、図4に示すような構造
で、支持体1と被支持体2との間に浮き上がり防止装置
3が設けられていた。この浮き上がり防止装置3は、支
持体1と被支持体2のそれぞれに矩形状に組み付けられ
た鉄骨枠4,5が鎖の連結状に互いに輪を通した形状で
ある。被支持体2が上方へ持ち上がるような負の力に対
してこれを抑制し被支持体2の転倒をさける技術が開示
されている。
2. Description of the Related Art As an example of this type of seismic isolation device, a lifting prevention technique disclosed in Japanese Patent Publication No. 6-45973 is known. According to this, the floating prevention device 3 is provided between the support 1 and the supported body 2 in the structure as shown in FIG. The floating prevention device 3 has a shape in which steel frames 4 and 5 assembled in a rectangular shape on each of the support 1 and the supported body 2 pass through a ring in a chain-linking manner. A technique is disclosed that suppresses a negative force such that the supported body 2 is lifted upward to prevent the supported body 2 from falling.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、このよ
うな浮き上がり防止装置では、構造が複雑である上、衝
撃を緩和する免震装置を別途設けなければならないと言
う問題があった。そこでこの発明は、構造簡単で、地震
等の衝撃に対して被支持体の振れを小さく安定させると
ともに被支持体の浮き上がりをも防止することが出来る
免震装置を提供することを目的としている。
However, such a lifting prevention device has a problem in that the structure is complicated and that a seismic isolation device for cushioning a shock must be additionally provided. Therefore, an object of the present invention is to provide a seismic isolation device that has a simple structure and that can stabilize the shake of a supported body against an impact such as an earthquake and can prevent the lifted body from rising.

【0004】[0004]

【課題を解決するための手段】この目的を達成するた
め、この発明は次のような構成としている。
To achieve this object, the present invention has the following arrangement.

【0005】請求項1の発明は、離間し対面させた二枚
のプレ−トを弾性体で接続した第一駒と第二駒とを離間
し対面させて首部材で接続した連結部材と、前記首部材
を通過させるスリットおよび前記第一駒を案内する溝を
有する第一案内部材と、前記首部材を通過させるスリッ
トおよび前記第二駒を案内する溝を有し、前記第一案内
部材と交差して配設された第二案内部材とからなること
を特徴とする免震装置としている。
According to a first aspect of the present invention, there is provided a connecting member in which a first piece and a second piece, in which two plates which are separated and face each other are connected by an elastic body, are separated and face each other, and which are connected by a neck member, A first guide member having a slit for passing the neck member and a groove for guiding the first piece; and a first guide member having a slit for passing the neck member and a groove for guiding the second piece, The seismic isolation device is characterized by comprising a second guide member arranged to intersect.

【0006】請求項2の発明は、請求項1において、前
記弾性体は、天然ゴム、高減衰ゴム、シリコンゴム等の
ゴム系材料のみからなることを特徴とする免震装置とし
ている。
According to a second aspect of the invention, there is provided the seismic isolation device according to the first aspect, wherein the elastic body is made of only a rubber-based material such as natural rubber, high damping rubber, or silicon rubber.

【0007】請求項3の発明は、請求項1において、前
記弾性体は、ゴム系材料と鋼板とを交互に積層して形成
されたことを特徴とする免震装置としている。
A third aspect of the present invention provides the seismic isolation device according to the first aspect, wherein the elastic body is formed by alternately laminating a rubber material and a steel plate.

【0008】請求項4の発明は、請求項1〜3のいずれ
かにおいて、前記連結部材と前記第一案内部材及び前記
第二案内部材との互いに摺動する面の少なくとも一方に
摩擦抵抗減少手段が施されていることを特徴とする免震
装置としている。
According to a fourth aspect of the present invention, in any one of the first to third aspects, frictional resistance reducing means is provided on at least one of the sliding surfaces of the connecting member and the first guide member and the second guide member. The seismic isolation device is characterized by being provided with.

【0009】請求項5の発明は、請求項1〜4のいずれ
かにおいて、第二案内部材を建物を補強する架台とした
ことを特徴とする免震装置としている。
According to a fifth aspect of the present invention, there is provided the seismic isolation device according to any one of the first to fourth aspects, wherein the second guide member is a pedestal for reinforcing the building.

【0010】請求項6の発明は、請求項1〜5のいずれ
かにおいて、前記第一案内部材と前記第二案内部材とは
直交していることを特徴とする免震装置としている。
A sixth aspect of the present invention is the seismic isolation device according to any one of the first to fifth aspects, wherein the first guide member and the second guide member are orthogonal to each other.

【0011】[0011]

【作用】適宜個数の免震装置を備えた建物などの被支持
体に地震等の力が加わったときに、被支持体と基礎や地
面などの支持体とは相対的な移動が起きる。すなわち免
震装置の支持体に固定される第一案内部材と被支持体に
固定される第二案内部材との間にも相対的な移動が起こ
る。例えば、第二案内部材のスリットの方向の力が作用
するときは、第一案内部材が連結部材に案内されて第二
案内部材に沿って往復動する。任意の方向の場合には、
各スリットの方向の分力に応じて水平面内で移動する。
この移動の際、案内部材に面で接するプレ−トと接しな
いプレ−トとの間に移動差が生じ、弾性体の作用によっ
て衝撃が吸収される。
When a force such as an earthquake is applied to a supported body such as a building provided with an appropriate number of seismic isolation devices, the supported body and the support such as the foundation or the ground move relative to each other. That is, relative movement also occurs between the first guide member fixed to the support of the seismic isolation device and the second guide member fixed to the supported body. For example, when a force in the direction of the slit of the second guide member acts, the first guide member is guided by the connecting member and reciprocates along the second guide member. In any direction,
It moves in the horizontal plane depending on the component force in the direction of each slit.
During this movement, a movement difference occurs between the plate that is in contact with the guide member on the surface and the plate that is not in contact with the guide member, and the impact is absorbed by the action of the elastic body.

【0012】また、第一案内部材が上方へ突き上げられ
るような力を受けると、連結部材の弾性体は圧縮され、
次に引張されるように交互に繰り返され、エネルギ−が
吸収される。
When the first guide member receives a force to push it upward, the elastic body of the connecting member is compressed,
The energy is absorbed by alternating the tension so that it is pulled.

【0013】[0013]

【発明の実施の形態】以下、図面を参照してこの発明を
説明する。図1−図4は、この発明の良好な実施例を示
す免震装置の説明図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings. 1 to 4 are explanatory views of a seismic isolation device showing a preferred embodiment of the present invention.

【0014】図4で明らかな様に、図中1は、地面、基
礎、床等の支持体で、ここでは基礎の例であり、第一案
内部材10が適宜間隔で配設された支持体1に埋設して
あるいは突出して固定されている。第二案内部材20が
交差して平行に配設され、この支持体1上の交差位置で
両案内部材10、20は連結部材30で連結されてい
る。この平行に配設された第二案内部材20上には被支
持体2、ここではH型鋼が多数平行に第二案内部材20
と格子状に交差して配設されている。このように、この
免震装置は、支持体1と建物、装置等の被支持体2との
間に配設された第一案内部材10と第二案内部材20の
交点に使われて1個ないし複数個使用される。
As is apparent from FIG. 4, reference numeral 1 in the drawing is a support for the ground, foundation, floor, etc., which is an example of the foundation, and a support in which the first guide members 10 are arranged at appropriate intervals. It is fixed by being embedded in 1 or protruding. The second guide members 20 are arranged so as to intersect with each other in parallel, and the two guide members 10 and 20 are connected by a connecting member 30 at the intersecting position on the support 1. On the second guide member 20 arranged in parallel, the supported body 2, here, a large number of H-shaped steels are arranged in parallel.
And are arranged to intersect in a grid pattern. In this way, this seismic isolation device is used at the intersection of the first guide member 10 and the second guide member 20 arranged between the support 1 and the supported body 2 such as a building or device. Or more than one is used.

【0015】連結部材30は、第一駒31と第二駒32
とが首部材33を介して接続されている。第一駒31と
第二駒32とは、離間し対面させた二枚の同一円形プレ
−ト34を弾性体35で接続した構成である。プレ−ト
34は、強度や耐磨耗性がある材料ならば鋼板やステン
レスのような金属であれ、合成樹脂のような非金属であ
っても良い。弾性体35は、天然ゴム、高減衰ゴム、シ
リコンゴム等のゴム系材料のみからなるか、これらゴム
系材料と鋼板とを交互に積層して形成されている。
The connecting member 30 includes a first piece 31 and a second piece 32.
And are connected via a neck member 33. The first piece 31 and the second piece 32 have a structure in which two identical circular plates 34 which are separated and face each other are connected by an elastic body 35. The plate 34 may be a metal such as a steel plate or stainless steel or a non-metal such as a synthetic resin as long as it is a material having strength and abrasion resistance. The elastic body 35 is made of only a rubber-based material such as natural rubber, high damping rubber, or silicon rubber, or is formed by alternately laminating these rubber-based materials and steel plates.

【0016】首部材33は、剛性や耐磨耗性のある材料
で、例えばステンレスなどが用いられた、プレ−ト34
の径よりも小径の円柱状体である。この円柱状体は、中
空でも中実でも良い。
The neck member 33 is made of a material having rigidity and abrasion resistance, such as stainless steel, and the plate 34 is used.
It is a cylindrical body having a diameter smaller than the diameter of. The cylindrical body may be hollow or solid.

【0017】第一案内部材10は、首部材33を通過さ
せるスリット11及び第一駒31を案内する溝12を有
している。第二案内部材20もまた同様に、首部材33
を通過させるスリット21及び第二駒32を案内する溝
22を有している。スリット11,21の幅は、首部材
33を自由に通過させ、プレ−ト34が抜けない程度で
ある。
The first guide member 10 has a slit 11 for passing the neck member 33 and a groove 12 for guiding the first piece 31. Similarly, the second guide member 20 also has a neck member 33.
It has a slit 21 for passing through and a groove 22 for guiding the second piece 32. The widths of the slits 11 and 21 are such that the neck member 33 can pass freely and the plate 34 does not come off.

【0018】第一、第二案内部材10,20は、C型チ
ャンネル部材や図示しているコ字状チャンネル部材をス
リット11,21の幅だけあけて組み付けたものでも良
い。この材料は、一般的には鋼材が使用される。特に、
第二案内部材20を建物を補強する架台に用いるときに
は、安価に且つ高剛性の建物とすることが出来る。第
一、第二案内部材10,20が直交して配列されるとき
には、任意の交差に比較してあらゆる方向からの力に均
等に対処しうる。
The first and second guide members 10 and 20 may be assembled by assembling a C-shaped channel member or a U-shaped channel member as shown with the slits 11 and 21 opened. As this material, steel is generally used. Especially,
When the second guide member 20 is used as a pedestal that reinforces a building, the building can be inexpensive and highly rigid. When the first and second guide members 10, 20 are arranged orthogonally, the force from any direction can be dealt with evenly compared to any intersection.

【0019】連結部材30と第一、第二案内部材10,
20との互いに摺動する面の少なくとも一方に摩擦抵抗
減少手段が施されている。この摩擦抵抗減少手段は、例
えばテフロン材料を塗布したり、張り付けたりする加工
を施している。
The connecting member 30 and the first and second guide members 10,
Friction resistance reducing means is provided on at least one of the sliding surfaces with respect to 20. The frictional resistance reducing means is, for example, applied with a Teflon material, or is subjected to processing such as pasting.

【0020】そこで、適宜個数の免震装置を備えた建物
などの被支持体2に地震等の力が加わったときに、被支
持体2と基礎や地面などの支持体1とは相対的な移動が
起きる。すなわち免震装置の支持体1に固定される第一
案内部材10と被支持体2に固定される第二案内部材2
0との間にも相対的な移動が起こる。例えば、第二案内
部材20のスリット21の方向の力が作用するときは、
第一案内部材10が連結部材30に案内されて第二案内
部材20に沿って往復動する。任意の方向に力が作用し
た場合には、各スリット11,21の方向の分力に応じ
て水平面内で移動する。この移動の際、各案内部材1
0,20に面で接するプレ−ト34と接しないプレ−ト
34との間に移動差が生じ、弾性体35の作用によって
衝撃が吸収される。
Therefore, when a force such as an earthquake is applied to the supported body 2 such as a building provided with an appropriate number of seismic isolation devices, the supported body 2 and the support 1 such as the foundation or the ground are relatively moved. Movement occurs. That is, the first guide member 10 fixed to the support 1 of the seismic isolation device and the second guide member 2 fixed to the supported body 2
Relative movement also occurs between 0 and. For example, when the force in the direction of the slit 21 of the second guide member 20 acts,
The first guide member 10 is guided by the connecting member 30 and reciprocates along the second guide member 20. When a force acts in an arbitrary direction, the slits 11 and 21 move in the horizontal plane according to the component force in the direction. During this movement, each guide member 1
There is a movement difference between the plate 34 that is in contact with the surface 0 and 20 and the plate 34 that is not in contact with the surface, and the impact is absorbed by the action of the elastic body 35.

【0021】また、第一案内部材10が上方へ突き上げ
られるような力を受けると、連結部材30の弾性体35
は圧縮され、次に引張されるように交互に繰り返され、
エネルギ−が吸収される。また、この連結部材30のた
め被支持体2の浮き上がりも防止できる。
When the first guide member 10 receives a force such that the first guide member 10 is pushed up, the elastic body 35 of the connecting member 30 is pressed.
Are compressed and then alternated to be tensioned,
Energy is absorbed. Further, the connecting member 30 can prevent the supported body 2 from rising.

【0022】[0022]

【発明の効果】請求項1の発明によれば、建物等が地震
力のような力を受けても、水平方向にはスム−スに動
き、上下方向には被支持体の浮き上がりを抑制し、且つ
それぞれエネルギ−を吸収するため、被支持体である建
物等の揺れや振れが小さく、転倒の恐れもない。特に従
来技術との比較においては、浮き上がり防止機能を組み
込んだ軽量小型の、あるいは木造の建物、さらには家具
等の小物にも適用できる免震装置を提供出来る。以下各
発明によれば、上記効果に加え、それぞれ次の効果が付
加される。
According to the invention of claim 1, even when a building or the like receives a force such as an earthquake force, it smoothly moves in the horizontal direction and suppresses the lifting of the supported body in the vertical direction. In addition, since each of them absorbs energy, there is little sway or shake of the building or the like that is the supported body, and there is no risk of falling. Particularly in comparison with the conventional technology, it is possible to provide a seismic isolation device that is applicable to small and lightweight or wooden buildings incorporating a lifting prevention function, and even small articles such as furniture. According to each invention below, in addition to the above effects, the following effects are added respectively.

【0023】請求項2の発明によれば、エネルギ−の吸
収に優れる。
According to the invention of claim 2, the absorption of energy is excellent.

【0024】請求項3の発明によれば、引張力や圧縮力
に強くなり高荷重、高衝撃に耐えられる。
According to the third aspect of the present invention, the tensile strength and the compressive strength are strong, and high load and high impact can be endured.

【0025】請求項4の発明によれば、スム−スな動き
が保証される。
According to the invention of claim 4, smooth movement is guaranteed.

【0026】請求項5の発明によれば、建物を頑丈にし
かも廉価に提供することが出来る。
According to the invention of claim 5, a building can be provided robustly and at low cost.

【0027】請求項6の発明によれば、任意の交差に比
較してあらゆる方向からの力に均等に対処することが出
来る。
According to the invention of claim 6, the force from any direction can be dealt with uniformly as compared with the arbitrary intersection.

【図面の簡単な説明】[Brief description of drawings]

【図1】 この発明の免震装置の一部部品を除去した概
略構成図である。
FIG. 1 is a schematic configuration diagram in which some components of the seismic isolation device of the present invention are removed.

【図2】 この発明の免震装置を示す図1の直交方向か
ら見た概略構成図である。
FIG. 2 is a schematic configuration view of the seismic isolation device of the present invention viewed from the direction orthogonal to FIG.

【図3】 この発明の免震装置の全体斜視図である。FIG. 3 is an overall perspective view of the seismic isolation device of the present invention.

【図4】 この発明の免震装置の施工図である。FIG. 4 is a construction drawing of the seismic isolation device of the present invention.

【図5】 従来の浮き上がり防止装置を示す断面図であ
る。
FIG. 5 is a cross-sectional view showing a conventional lifting prevention device.

【符号の説明】[Explanation of symbols]

1 支持体 2 被支持体 10 第一案内部材 11,21 スリット 12,22 溝 20 第二案内部材 30 連結部材 31 第一駒 32 第二駒 33 首部材 34 プレ−ト 35 弾性体 DESCRIPTION OF SYMBOLS 1 Support body 2 Supported body 10 1st guide member 11, 21 Slit 12, 22 groove 20 2nd guide member 30 Connecting member 31 1st piece 32 2nd piece 33 Neck member 34 Plate 35 Elastic body

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 離間し対面させた二枚のプレ−トを弾性
体で接続した第一駒と第二駒とを離間し対面させて首部
材で接続した連結部材と、前記首部材を通過させるスリ
ットおよび前記第一駒を案内する溝を有する第一案内部
材と、 前記首部材を通過させるスリットおよび前記第二駒を案
内する溝を有し、前記第一案内部材と交差して配設され
た第二案内部材とからなることを特徴とする免震装置。
1. A connecting member in which a first piece and a second piece in which two plates which are spaced apart and face each other are connected by an elastic body are spaced apart and face each other and are connected by a neck member, and which passes through the neck member. A first guide member having a slit for guiding the first piece and a slit for passing the neck member and a groove for guiding the second piece, and arranged to intersect with the first guide member. A seismic isolation device comprising:
【請求項2】 請求項1において、前記弾性体は、天然
ゴム、高減衰ゴム、シリコンゴム等のゴム系材料のみか
らなることを特徴とする免震装置。
2. The seismic isolation device according to claim 1, wherein the elastic body is made of only a rubber-based material such as natural rubber, high-damping rubber, or silicon rubber.
【請求項3】 請求項1において、前記弾性体は、ゴム
系材料と鋼板とを交互に積層して形成されたことを特徴
とする免震装置。
3. The seismic isolation device according to claim 1, wherein the elastic body is formed by alternately laminating a rubber material and a steel plate.
【請求項4】 請求項1〜3のいずれかにおいて、前記
連結部材と前記第一案内部材及び前記第二案内部材との
互いに摺動する面の少なくとも一方に摩擦抵抗減少手段
が施されていることを特徴とする免震装置。
4. The frictional resistance reducing means according to claim 1, wherein at least one of the sliding surfaces of the connecting member, the first guide member and the second guide member slides on each other. A seismic isolation device characterized in that
【請求項5】 請求項1〜4のいずれかにおいて、第二
案内部材を建物を補強する架台としたことを特徴とする
免震装置。
5. The seismic isolation device according to claim 1, wherein the second guide member is a pedestal that reinforces the building.
【請求項6】 請求項1〜5のいずれかにおいて、前記
第一案内部材と前記第二案内部材とは直交していること
を特徴とする免震装置。
6. The seismic isolation device according to claim 1, wherein the first guide member and the second guide member are orthogonal to each other.
JP14015596A 1996-06-03 1996-06-03 Base isolation device Pending JPH09324832A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14015596A JPH09324832A (en) 1996-06-03 1996-06-03 Base isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14015596A JPH09324832A (en) 1996-06-03 1996-06-03 Base isolation device

Publications (1)

Publication Number Publication Date
JPH09324832A true JPH09324832A (en) 1997-12-16

Family

ID=15262155

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14015596A Pending JPH09324832A (en) 1996-06-03 1996-06-03 Base isolation device

Country Status (1)

Country Link
JP (1) JPH09324832A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104294956A (en) * 2014-10-22 2015-01-21 北京工业大学 Overlap type lead damper
CN108842922A (en) * 2018-07-23 2018-11-20 佛山科学技术学院 A kind of reset friction limit shock isolating pedestal
CN108842925A (en) * 2018-07-23 2018-11-20 佛山科学技术学院 A kind of resistance to plucking friction limit shock isolating pedestal

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104294956A (en) * 2014-10-22 2015-01-21 北京工业大学 Overlap type lead damper
CN108842922A (en) * 2018-07-23 2018-11-20 佛山科学技术学院 A kind of reset friction limit shock isolating pedestal
CN108842925A (en) * 2018-07-23 2018-11-20 佛山科学技术学院 A kind of resistance to plucking friction limit shock isolating pedestal

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