JP2007016466A - Bearing structure for seismically isolating building - Google Patents

Bearing structure for seismically isolating building Download PDF

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JP2007016466A
JP2007016466A JP2005198544A JP2005198544A JP2007016466A JP 2007016466 A JP2007016466 A JP 2007016466A JP 2005198544 A JP2005198544 A JP 2005198544A JP 2005198544 A JP2005198544 A JP 2005198544A JP 2007016466 A JP2007016466 A JP 2007016466A
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rolling
bearing
building
sliding
bearing structure
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JP4779162B2 (en
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Takuya Nishimura
拓也 西村
Keisuke Yonemaru
啓介 米丸
Kazuyuki Ohara
和之 大原
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S TECH RESOURCE KK
Shimizu Construction Co Ltd
Shimizu Corp
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S TECH RESOURCE KK
Shimizu Construction Co Ltd
Shimizu Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a bearing structure for seismically isolating a building, of which a rolling member or a sliding member is improved in rust prevention properties and in durability, to thereby improve the base isolation performance of the bearing structure. <P>SOLUTION: The bearing structure 1 constituting a base isolation structure of a building including a house, is formed of a rolling member 51 for rolling on a rolling contact surface 4a, a rolling bearing 5 provided with the rolling member 51, for bearing the building, and a ring member 6 which is interposed between the rolling bearing 5 and the rolling contact surface 4a to hermetically cover a peripheral surface of the rolling member 51, and has an upper edge 6a thereof attached to the rolling bearing 5 and a lower edge 6b thereof abutted on the rolling contact surface 4a. Herein grease 8 is encapsulated in a blocked region M enclosed by the rolling bearing 5, the rolling contact surface 4a, and the ring member 6. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、住宅などの建物の免震構造に使用される建物免震用支承構造に関する。   The present invention relates to a building isolation structure used for an isolation structure of a building such as a house.

従来、住宅などの軽量建物に構築されている免震構造は、ボールベアリングとその転動面をなす鋼板とを使用した転がり支承が実施される場合が多い。通常、この転がり支承は、粉塵の発生が極めて多い建物の基礎に設置されており、粉塵が支承構造に付着して機能を低下させていた。このような粉塵からボールベアリングを保護するために転がり支承にカバー部材を取り付けた支承構造が、例えば特許文献1及び特許文献2に開示されている。
特許文献1は、基礎の上面に摺動面をなす支持板を設け、この支持板と建物との間にボールベアリングを備えて建物を支持する転がり支承が設けられている。そして、転動面を覆う略スカート状のカバー部材を転がり支承に取り付け、その内側中央にボールベアリングを位置させている。このカバー部材の下端部は、転動面に固定させずに摺動可能に設けている。このような構造により、カバー部材の内部に異物や水の浸入を防ぐことができるとしている。
特許文献2は、構造物の下面及び基礎の上面に転動面をなす支持板を設け、この支持板同士の間にボールベアリングを設けることで、構造物が支持されている。そして、両支持板には、ボールベアリングの周囲を密閉するように変形可能な材質からなるカバー体が固定されている。これにより、カバー体の内側の防塵性及び防水性の向上を図ったものである。
特開平10−306617号公報 特開平9−268797号公報
Conventionally, a base-isolated structure constructed in a light building such as a house is often subjected to a rolling support using a ball bearing and a steel plate forming a rolling surface thereof. Usually, this rolling bearing is installed on the foundation of a building where dust is extremely generated, and the dust adheres to the bearing structure and deteriorates its function. For example, Patent Literature 1 and Patent Literature 2 disclose a bearing structure in which a cover member is attached to a rolling bearing to protect the ball bearing from dust.
In Patent Document 1, a support plate having a sliding surface is provided on the upper surface of a foundation, and a rolling bearing is provided between the support plate and the building so as to support the building with a ball bearing. Then, a substantially skirt-shaped cover member that covers the rolling surface is attached to the rolling bearing, and the ball bearing is positioned at the inner center thereof. The lower end of the cover member is slidably provided without being fixed to the rolling surface. With such a structure, it is supposed that foreign matter and water can be prevented from entering the cover member.
In Patent Document 2, a support plate having a rolling surface is provided on the lower surface of the structure and the upper surface of the foundation, and the structure is supported by providing a ball bearing between the support plates. And the cover body which consists of a material which can deform | transform so that the circumference | surroundings of a ball bearing may be sealed is fixed to both support plates. As a result, the dustproof and waterproof properties inside the cover body are improved.
Japanese Patent Laid-Open No. 10-306617 JP-A-9-268797

しかしながら、上述した特許文献1及び特許文献2及び従来の転がり支承が設置されている箇所は、基礎と建物外壁とに囲まれて設置されていることから、風雨にさらされることは少ないが、建物最下層の床下の湿度は一般的に高くなっている。このため、鋼材からなるボールベアリングは、結露などにより水が付着して錆が発生してボールベアリングの回転負荷が大きくなっている。このため、転がり支承の免震性能が低下するという問題があった。
また、ボールベアリングの防錆対策としてメッキ処理させる方法が考えられる。しかし、ボールベアリングの転動時に被覆したメッキ層に傷が付き、はがれ落ちるなど耐久性に欠点があり、ボールベアリングの転動機能を低下させるという問題があった。
However, since the locations where the above-mentioned Patent Document 1 and Patent Document 2 and the conventional rolling bearings are installed are surrounded by the foundation and the outer wall of the building, they are rarely exposed to wind and rain. The humidity below the bottom floor is generally high. For this reason, in the ball bearing made of steel material, water adheres due to condensation or the like and rust is generated, and the rotational load of the ball bearing is increased. For this reason, there existed a problem that the seismic isolation performance of a rolling bearing fell.
Also, a plating method may be considered as a rust prevention measure for ball bearings. However, the plated layer coated during rolling of the ball bearing is damaged and has a drawback in durability such as peeling off, and there is a problem that the rolling function of the ball bearing is lowered.

本発明は、上述する問題点に鑑みてなされたもので、転がり材又は滑り材の防錆性能を向上させて耐久性を増し、支承構造の免震性能を向上させた建物免震用支承構造を提供することを目的とする。   The present invention has been made in view of the above-described problems, and improves the rust prevention performance of the rolling material or the sliding material to increase the durability and improve the seismic isolation performance of the bearing structure. The purpose is to provide.

上記目的を達成するため、本発明に係る建物免震用支承構造では、転動面又は摺動面を転動又は摺動する転がり材又は滑り材と、転がり材又は滑り材を備えて建物を支持する支承本体と、支承本体と転動面又は摺動面との間で転がり材又は滑り材の周囲を覆い、上端を支承本体に取り付けて下端を転動面又は摺動面に当接させたカバー部材とを備え、支承本体と転動面又は摺動面とカバー部材とに囲まれた閉塞領域に潤滑材が封入されていることを特徴としている。
本発明では、転がり材又は滑り材は、周囲に潤滑材が満たされ被覆されていて空気に接することがないため、転がり材又は滑り材に結露が発生して水が付着することがなくなり、防錆性能を向上させることができる。
In order to achieve the above-mentioned object, in the building seismic isolation structure according to the present invention, the building is provided with a rolling material or sliding material that rolls or slides on the rolling surface or sliding surface, and the rolling material or sliding material. Cover the periphery of the rolling material or sliding material between the supporting main body and the supporting main body and the rolling or sliding surface, attach the upper end to the supporting main body, and bring the lower end into contact with the rolling or sliding surface. The cover member is provided, and a lubricant is enclosed in a closed region surrounded by the support body, the rolling surface or the sliding surface, and the cover member.
In the present invention, since the rolling material or the sliding material is filled with a lubricant and coated so that it does not come into contact with air, condensation does not occur on the rolling material or the sliding material to prevent water from adhering to it. Rust performance can be improved.

また、本発明に係る建物免震用支承構造では、カバー部材は、ゴム製の材料であることが好ましい。
本発明では、カバー部材の自重とゴムの弾性により転動面又は摺動面との当接部の密着度が増し、閉塞領域の密封性がより向上される。
Further, in the building seismic isolation support structure according to the present invention, the cover member is preferably a rubber material.
In the present invention, due to the weight of the cover member and the elasticity of the rubber, the degree of close contact with the rolling surface or the sliding surface is increased, and the sealing performance of the closed region is further improved.

また、本発明に係る建物免震用支承構造では、潤滑材は、粘性を有する材料であることが好ましい。
本発明では、潤滑材が、カバー部材と転動面又は摺動面との当接面から流出しにくくなり、粉塵や水が閉塞領域に浸入することを防止できる。
In the building seismic isolation structure according to the present invention, the lubricant is preferably a viscous material.
In the present invention, the lubricant is less likely to flow out from the contact surface between the cover member and the rolling surface or the sliding surface, and dust and water can be prevented from entering the closed region.

本発明の建物免震用支承構造によれば、転がり材又は滑り材は、周囲に潤滑材が満たされ被覆されていて空気に接することがなく、転がり材又は滑り材に結露が発生して水が付着することがなく、防錆性能を向上させることができる。
したがって、従来のような転がり材又は滑り材にメッキ処理を行うことなく、支承本体の耐久性を高めることができ、転動負荷が増大せず支承構造の免震性能を向上させることができる。
According to the building seismic isolation structure of the present invention, the rolling material or the sliding material is filled with a lubricant and covered with the surroundings so that it does not come into contact with air. Can be prevented and rust prevention performance can be improved.
Therefore, the durability of the bearing body can be improved without performing plating treatment on the rolling material or the sliding material as in the past, and the seismic isolation performance of the bearing structure can be improved without increasing the rolling load.

以下、本発明の実施の形態について、図1乃至図3に基づいて説明する。
図1は本発明の実施の形態による支承構造を示す側面図、図2は転がり支承の構造を示す部分縦断面図、図3は図1に示す支承構造のA−A線断面図である。
Hereinafter, embodiments of the present invention will be described with reference to FIGS. 1 to 3.
FIG. 1 is a side view showing a bearing structure according to an embodiment of the present invention, FIG. 2 is a partial longitudinal sectional view showing the structure of a rolling bearing, and FIG. 3 is a sectional view taken along line AA of the bearing structure shown in FIG.

図1に示すように、本実施の形態による支承構造1は、例えば住宅などの建物の免震構造に使用され、建物の躯体2の下部2aに固定されている。そして、基礎3の上面には、転動面4aを有する平板状の転動鋼板4が設けられている。   As shown in FIG. 1, the support structure 1 according to the present embodiment is used for a seismic isolation structure of a building such as a house, for example, and is fixed to a lower portion 2 a of a building housing 2. And the flat rolling steel plate 4 which has the rolling surface 4a is provided in the upper surface of the foundation 3. As shown in FIG.

図1に示すように、支承構造1は、建物の躯体2を下方より支持し、転動面4aを転動可能に設けた転がり支承5(支承本体)を備えている。図2に示すように、この転がり支承5は、転動面4aを転動するボールベアリングなどの球体をなす転がり材51と、転がり材51を回転可能に支持するベアリング部材52と、略箱型の枠体をなし転がり材51の転動部51aを露出させてベアリング部材52を覆った外部ケース53とから構成されている。
転がり材51とベアリング部材52との間に第一シール材52aが設けられ、両者51、52が液密な状態となっている。また、外部ケース53とベアリング部材52との接続は、例えばパッキン(図示省略)などを噛ませて液密に接合させておく。
As shown in FIG. 1, the support structure 1 includes a rolling support 5 (support main body) that supports a housing 2 of a building from below and is provided with a rolling surface 4 a so as to allow rolling. As shown in FIG. 2, the rolling support 5 includes a rolling member 51 that forms a sphere such as a ball bearing that rolls on the rolling surface 4a, a bearing member 52 that rotatably supports the rolling member 51, and a substantially box-shaped member. And an outer case 53 that covers the bearing member 52 by exposing the rolling portion 51 a of the rolling member 51.
A first sealing material 52a is provided between the rolling material 51 and the bearing member 52, and both 51 and 52 are in a liquid-tight state. Further, the connection between the outer case 53 and the bearing member 52 is liquid-tightly joined by, for example, packing (not shown) or the like.

図1及び図2に示すように、外部ケース53と転動面4aとの間には、転がり材51の周囲を密閉するように覆われていて、平面視でリング状をなす筒状のリング部材6(カバー部材)が設けられている。このリング部材6は、例えば耐油性の高いニトリルゴムなどの材料が好ましいが、これに同等の機能、耐久性を有する素材であればこの材料に限定されることはない。
図3に示すように、外部ケース53の底盤53aには、リング部材6と略同径のリング状の溝53bが形成されている。そして、この溝53bには、第二シール材7を介してリング部材6の上端6aが挟み込まれるように固定されている。また、リング部材6の下端6bは、リング部材6の自重とゴムの弾性により転動面4aに液密に当接されている。
このような構造をなすリング部材6は、転がり支承5が水平移動したときに、転動面4aに当接した状態を維持したまま、転がり支承5と共に水平移動する。
As shown in FIGS. 1 and 2, a cylindrical ring that is covered between the outer case 53 and the rolling surface 4a so as to seal the periphery of the rolling material 51 and forms a ring shape in plan view. A member 6 (cover member) is provided. The ring member 6 is preferably made of a material such as nitrile rubber having high oil resistance, but is not limited to this material as long as the material has equivalent functions and durability.
As shown in FIG. 3, the bottom plate 53 a of the outer case 53 is formed with a ring-shaped groove 53 b having substantially the same diameter as the ring member 6. The groove 53 b is fixed so that the upper end 6 a of the ring member 6 is sandwiched through the second sealing material 7. The lower end 6b of the ring member 6 is in liquid-tight contact with the rolling surface 4a due to the weight of the ring member 6 and the elasticity of rubber.
When the rolling support 5 moves horizontally, the ring member 6 having such a structure moves horizontally together with the rolling support 5 while maintaining the state in contact with the rolling surface 4a.

図1に示すように、本支承構造1には、リング部材6と転がり材51とベアリング部材52と外部ケース53と転動面4aとに囲まれた閉塞領域Mが形成されている。この閉塞領域Mには、例えばシリコングリースなどの耐久性に優れ粘性を有するグリース材8(潤滑材)が封入されている。
このグリース材8は、転がり材51に回転負荷を与えることがないため、転がり材51の転動が妨げられることはない。また、グリース材8は、粘性があるため閉塞領域Mから外方に流出することはない。
なお、リング部材6又は転がり支承5にグリース材8の注入孔(図示省略)を設けておくことが好ましく、この注入孔を使用して閉塞領域Mにグリース材8を充填させることができる。
As shown in FIG. 1, the support structure 1 is formed with a closed region M surrounded by a ring member 6, a rolling member 51, a bearing member 52, an outer case 53, and a rolling surface 4a. In this closed region M, a grease material 8 (lubricant) having excellent durability and viscosity such as silicon grease is enclosed.
Since the grease material 8 does not apply a rotational load to the rolling material 51, the rolling of the rolling material 51 is not hindered. Further, the grease material 8 does not flow outward from the closed region M because of its viscosity.
In addition, it is preferable to provide an injection hole (not shown) of the grease material 8 in the ring member 6 or the rolling support 5, and the grease material 8 can be filled in the closed region M using this injection hole.

上述した本実施の形態による建物免震用支承構造では、転がり材51は、周囲にグリース材8が満たされ被覆されていて空気に接することがないため、転がり材51に結露が発生して水が付着することがなく、防錆性能を向上させることができる。したがって、従来のような転がり材51にメッキ処理を行うことなく転がり支承5の耐久性を高めることができ、転動負荷が増大せず支承構造の免震性能を向上させることができる。
また、本実施の形態による建物免震用支承構造では、リング部材6を転がり支承5に固定して転動面4aに当接させることで密閉された閉塞領域Mが形成されているため、転がり材51及び転動面4aにおける防塵性や防水性を向上させることができる。
In the building seismic isolation structure according to the present embodiment described above, the rolling material 51 is covered with the grease material 8 and covered with the surroundings so that it does not come into contact with the air. Can be prevented and rust prevention performance can be improved. Therefore, the durability of the rolling bearing 5 can be enhanced without performing plating treatment on the rolling material 51 as in the prior art, and the rolling load is not increased, and the seismic isolation performance of the bearing structure can be improved.
Further, in the building seismic isolation structure according to the present embodiment, since the closed region M is formed by fixing the ring member 6 to the rolling bearing 5 and bringing it into contact with the rolling surface 4a, the rolling structure is rolled. The dustproofness and waterproofness in the material 51 and the rolling surface 4a can be improved.

以上、本発明による建物免震用支承構造の実施の形態について説明したが、本発明は上記の実施の形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。
例えば、実施の形態では転がり材51を備えた転がり支承5としているが、必ずしも転がり支承5に限定されることはなく、例えば転がり材51に代えて金属製の滑り材を備えた滑り支承であってもかまわない。
また、実施の形態ではグリース材8にシリコングリースを使用しているが、必ずしもこの材料に限定されることはない。要は、グリース材8は、粘性を有する潤滑材であって、転がり材51の転動を妨げることのないように閉塞領域Mに充填されていればよいのである。
また、実施の形態では外部ケース53の底盤53aにリング部材6の上端6aを固定させているが、必ずしもこの固定位置に限定されることはなく、例えば外部ケース53の側面やベアリング部材52に上端6aを固定させてもかまわない。
さらに、実施の形態ではリング部材6は平面視リング状をなしているが、他の形状であってもよく、例えば平面視において四角形などの多角形に形成されていてもよい。また、リング部材はゴム製の材料に限定されることはなく、例えば鋼板などの材料であってもかまわない。そして、本実施の形態のように一体化された形状に限定されず、密閉度が保たれる状態であればどのように分割されていてもよい。要は、実施の形態で示したように、転がり支承5と転動面4aとの間で、閉塞領域Mが確保できる部材であればよいのである。
As mentioned above, although the embodiment of the building seismic isolation structure according to the present invention has been described, the present invention is not limited to the above embodiment, and can be changed as appropriate without departing from the scope of the present invention.
For example, in the embodiment, the rolling bearing 5 is provided with the rolling material 51. However, the rolling bearing 5 is not necessarily limited to the rolling bearing 5. For example, it is a sliding bearing provided with a metal sliding material instead of the rolling material 51. It doesn't matter.
In the embodiment, silicon grease is used as the grease material 8, but the material is not necessarily limited to this material. In short, the grease material 8 is a viscous lubricant, and it is sufficient that the closed region M is filled so as not to prevent the rolling material 51 from rolling.
In the embodiment, the upper end 6a of the ring member 6 is fixed to the bottom plate 53a of the outer case 53. However, the upper end 6a is not necessarily limited to this fixing position. For example, the upper end 6a is fixed to the side surface of the outer case 53 or the bearing member 52. 6a may be fixed.
Furthermore, in the embodiment, the ring member 6 has a ring shape in plan view, but may have other shapes, for example, a polygonal shape such as a quadrangle in plan view. The ring member is not limited to a rubber material, and may be a material such as a steel plate. And it is not limited to the integrated shape like this Embodiment, As long as the sealing degree is maintained, it may be divided | segmented how. In short, as shown in the embodiment, any member that can secure the closed region M between the rolling bearing 5 and the rolling surface 4a may be used.

本発明の実施の形態による支承構造を示す側面図である。It is a side view which shows the support structure by embodiment of this invention. 転がり支承の構造を示す部分縦断面図である。It is a fragmentary longitudinal cross-section which shows the structure of a rolling bearing. 図1に示す支承構造のA−A線断面図である。FIG. 2 is a cross-sectional view of the support structure shown in FIG.

符号の説明Explanation of symbols

1 支承構造
4 転動鋼板
4a 転動面
5 転がり支承(支承本体)
51 転がり材
53 外部ケース
6 リング部材(カバー部材)
8 グリース材(潤滑材)
M 閉塞領域

1 Bearing structure 4 Rolling steel plate 4a Rolling surface 5 Rolling bearing (support body)
51 Rolling material 53 Outer case 6 Ring member (cover member)
8 Grease material (lubricant)
M blockage area

Claims (3)

転動面又は摺動面を転動又は摺動する転がり材又は滑り材と、
前記転がり材又は滑り材を備えて建物を支持する支承本体と、
前記支承本体と前記転動面又は摺動面との間で前記転がり材又は滑り材の周囲を覆い、上端を前記支承本体に取り付けて下端を前記転動面又は摺動面に当接させたカバー部材と、
を備え、
前記支承本体と前記転動面又は摺動面と前記カバー部材とに囲まれた閉塞領域に潤滑材が封入されていることを特徴とする建物免震用支承構造。
A rolling material or sliding material that rolls or slides on the rolling surface or sliding surface;
A bearing body that supports the building with the rolling material or sliding material;
The periphery of the rolling material or sliding material was covered between the bearing body and the rolling surface or sliding surface, the upper end was attached to the bearing body, and the lower end was brought into contact with the rolling surface or sliding surface. A cover member;
With
A building-isolated bearing structure, wherein a lubricant is enclosed in a closed region surrounded by the bearing body, the rolling surface or sliding surface, and the cover member.
前記カバー部材は、ゴム製の材料であることを特徴とする請求項1に記載の建物免震用支承構造。   2. The building seismic isolation structure according to claim 1, wherein the cover member is made of a rubber material. 前記潤滑材は、粘性を有する材料であることを特徴とする請求項1又は2に記載の建物免震用支承構造。   The building isolation structure according to claim 1 or 2, wherein the lubricant is a viscous material.
JP2005198544A 2005-07-07 2005-07-07 Base isolation structure for buildings Expired - Fee Related JP4779162B2 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS647605A (en) * 1987-06-30 1989-01-11 Tokyo Gas Co Ltd Solenoid actuator
JPH11270617A (en) * 1998-03-18 1999-10-05 Kayaba Ind Co Ltd Ball isolator
JP2001289278A (en) * 2000-04-05 2001-10-19 Ntn Corp Slide base isolation device
JP2002070358A (en) * 2000-08-24 2002-03-08 Shimizu Corp Base isolation device
JP2002147054A (en) * 2000-11-09 2002-05-22 Shimizu Corp Base isolator, building, and manufacturing method for viscoelastic damper

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS647605A (en) * 1987-06-30 1989-01-11 Tokyo Gas Co Ltd Solenoid actuator
JPH11270617A (en) * 1998-03-18 1999-10-05 Kayaba Ind Co Ltd Ball isolator
JP2001289278A (en) * 2000-04-05 2001-10-19 Ntn Corp Slide base isolation device
JP2002070358A (en) * 2000-08-24 2002-03-08 Shimizu Corp Base isolation device
JP2002147054A (en) * 2000-11-09 2002-05-22 Shimizu Corp Base isolator, building, and manufacturing method for viscoelastic damper

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