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JP2010019007A - Base-isolating base plate of building - Google Patents

Base-isolating base plate of building Download PDF

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Publication number
JP2010019007A
JP2010019007A JP2008180964A JP2008180964A JP2010019007A JP 2010019007 A JP2010019007 A JP 2010019007A JP 2008180964 A JP2008180964 A JP 2008180964A JP 2008180964 A JP2008180964 A JP 2008180964A JP 2010019007 A JP2010019007 A JP 2010019007A
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Japan
Prior art keywords
foundation
base
building
base plate
foundation concrete
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JP2008180964A
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Japanese (ja)
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Kunio Itagaki
邦夫 板垣
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Priority to JP2008180964A priority Critical patent/JP2010019007A/en
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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To solve the problem that an inexpensive, easy-to-construct and maintenance-free base-isolation means is required to be adopted for foundation structures of a large number of existing general low-rise and medium-rise buildings, because any one of a laminated rubber bearing, a damper bearing, a base-isolating mat, etc., which are conventionally adopted as means for base-isolating the foundation structure of the building, requires high costs and a high degree of technology for construction. <P>SOLUTION: A lower base plate D is installed on foundation work I such as broken stones in such a manner that a hemispherical sliding surface E and an undersurface B of an upper base plate are brought into contact with each other, and foundation concrete H is installed on the upper base plate A. Subsequently, backfill surface compaction is performed by mean of a backfilling elastic material J, so that propagation of earthquake energy can be reduced. During bigger earthquakes, each of the foundation concrete H and the upper base plate A can freely slide in a horizontal direction, and the upper and lower base plates A and D can freely slide in the horizontal direction on a surface of contact with a semispherical sliding surface F, so as to reduce the propagation of the earthquake energy to the building to protect a person's life and property from earthquake damages by exerting a base-isolation effect. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は建造物の免震基板に関する。   The present invention relates to a seismic isolation board for a building.

従来より、建造物の基礎部あるいは支持部に設置され免震効果を得る技術としては積層ゴムやダンパーを用いたものや防震体として免震マットを用いる技術が知られている。
特開2002−340088 特開2001−207682
2. Description of the Related Art Conventionally, as a technique for obtaining a seismic isolation effect installed on a foundation or support part of a building, a technique using laminated rubber or a damper or a technique using a seismic isolation mat as a seismic isolator is known.
JP 2002-340088 JP 2001-207682 A

従来の免震装置は中高層の大規模建造物に適したものが多く施工が複雑なうえに高価であり低層構造物に適したものではなかった。   Many conventional seismic isolation devices are suitable for medium- and high-rise large-scale buildings, and are complicated and expensive to construct, and are not suitable for low-rise structures.

従来は、基礎工事完了後に埋め戻す材料としては現場発生土あるいは砂利、砕石、砂などの製品であり、廃プラスチックなどの廃棄物をリサイクルして埋戻し材料として使用し建造物に伝播する地震エネルギーを弾性材料により吸収するものが求められていた。   Conventionally, the materials to be backfilled after the foundation work is completed, such as soil generated on the ground or gravel, crushed stone, sand, etc., and the seismic energy transmitted to the building by recycling waste plastic and other waste as backfill material There has been a demand for a material that can be absorbed by an elastic material.

本発明は上記課題を解決するための手段として割栗石などの基礎地業の上に半円球状滑面を施した下部基板を設置し、その上に全ての面を平滑に仕上げた上部基板を設置した後、その上に基礎コンクリートを打設し、基礎コンクリート型枠を脱型後廃プラスチックなどの廃棄物をリサイクルした弾性材料で埋め戻す。   In the present invention, as a means for solving the above-mentioned problems, a lower substrate having a semicircular spherical smooth surface is installed on a basic ground industry such as cracked stone, and an upper substrate having a smooth finish on all surfaces is provided thereon. After installation, foundation concrete is cast on it, and the foundation concrete formwork is removed, and then waste such as waste plastic is backfilled with recycled elastic material.

上部基板と下部基板も共に廃プラスチックなどの廃棄物をリサイクルしたものを使用するのが望ましい。   It is desirable that both the upper substrate and the lower substrate are made by recycling waste such as waste plastic.

上述したように本発明による建造物の免震基板及び埋め戻し弾性材料は廃プラスチックなどの廃棄物をリサイクルし資源としての有効活用を計り、安価に提供することが可能で、地震エネルギーにより建造物の受ける被害を減少させ国民の生命財産を守ることが可能である。 As described above, the seismic isolation substrate and the backfill elastic material of the building according to the present invention can be provided at low cost by recycling waste such as waste plastic and effectively using it as a resource. It is possible to reduce the damage suffered by people and protect the lives of the people.

以下、本発明の実施の形態を図面に基づいて説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

Aは全ての面が平滑に仕上げられた上部基板であり、下部基板Dと、基礎コンクリートHの中間に設置されている。上部基板上面Cには基礎コンクリートHが設置されている。又、上部基板下面Cは半円球状突起Fを施した半円球状滑面Eと滑動自在に接触している。   A is an upper substrate having all surfaces finished smoothly, and is installed between the lower substrate D and the foundation concrete H. Foundation concrete H is installed on the upper surface C of the upper substrate. Further, the lower surface C of the upper substrate is slidably in contact with a semispherical smooth surface E provided with a semispherical protrusion F.

下部基板Dは地業Iの上に設置され半円球状滑面Eが上部基板下面Bに滑動自在に接触している。   The lower substrate D is installed on the ground industry I, and the semispherical smooth surface E is slidably in contact with the lower surface B of the upper substrate.

建造物の免震基板設置作業の工程としては最初に地表から地盤Kを地業Iの底面まで掘削する。次に割栗石などを用い地業Iを設置した後、下部基板Dを設置し次に上部基板Aを設置する。次に上部基板上面Cに基礎コンクリートの型枠を取り付けコンクリートを打設する。基礎コンクリートの養生期間経過後、基礎コンクリート型枠を脱型し所定の深さまで埋め戻し弾性材料Jを埋め戻し転圧する。   As a process of installing a base isolation board for a building, first excavate the ground K from the ground surface to the bottom of Geotechnical I. Next, after installing Ground Industry I using cracked stone, etc., lower board D is installed, and then upper board A is installed. Next, a foundation concrete formwork is attached to the upper surface C of the upper substrate, and concrete is placed. After the curing period of the foundation concrete has passed, the foundation concrete formwork is removed and backfilled to a predetermined depth, and the elastic material J is backfilled and rolled.

地震が発生しその地震エネルギーが建造物の支持地盤Kに伝播すると地盤Kと建造物の間には埋め戻し弾性材料Jが設置されている事により地震エネルギーの建造物への伝播が減少する。   When an earthquake occurs and the seismic energy propagates to the supporting ground K of the building, the backfill elastic material J is installed between the ground K and the building, so that the propagation of the seismic energy to the building is reduced.

地震エネルギーが大なる場合は上部基板Aと下部基板Dが半円球状滑面Eに滑動自在に接触しており、上部基板Aと下部基板Dがそれぞれ異なる周期で水平方向に滑動する事で免震効果を発揮する。   When the seismic energy is large, the upper substrate A and the lower substrate D are slidably in contact with the semi-spherical smooth surface E, and the upper substrate A and the lower substrate D are slid horizontally in different periods. Demonstrate the seismic effect.

基礎コンクリートHは平滑に仕上げられた上部基板上面Cに設置されている。
地盤Kを通して地震エネルギーが伝播されると建造物本体を支持している基礎コンクリートHは建造物本体共々上部基板上面Cとの間で滑動自在となり免震効果を発揮する。
The foundation concrete H is installed on the upper surface C of the upper substrate that has been finished smoothly.
When seismic energy is transmitted through the ground K, the foundation concrete H supporting the building body is slidable with the upper surface C of the upper substrate together with the building body and exhibits a seismic isolation effect.

基礎コンクリートHと上部基板A及び下部基板Dは全て埋め戻し弾性材料Jに接していることにより、それぞれが水平方向に滑動しても免震効果が減ぜられる事はない。   Since the foundation concrete H, the upper substrate A, and the lower substrate D are all in contact with the backfill elastic material J, the seismic isolation effect is not reduced even if each slides in the horizontal direction.

半円球状滑面凹部Gには地中に含まれる水分が常時滞留している為、滑動しやすくなる。   Since the moisture contained in the ground always stays in the semicircular spherical smooth concave portion G, it becomes easy to slide.

上部基板Aと下部基板D及び埋め戻し弾性材料Jは廃プラスチックなどの廃棄物をリサイクルしたものを用いる事により資源循環型社会の形成に寄与する。   The upper substrate A, the lower substrate D, and the backfill elastic material J contribute to the formation of a resource recycling society by using recycled materials such as waste plastic.

前記の廃棄物をリサイクルした基板及び埋め戻し材料は、断熱効果があり特に積雪寒冷地に於いては周辺地盤の凍結が回避可能となる。   The substrate and backfill material obtained by recycling the waste have a heat insulating effect, and it is possible to avoid freezing of the surrounding ground particularly in a snowy cold region.

本発明の一実施形態を示す概略断面図Schematic sectional view showing an embodiment of the present invention 上部基板AUpper substrate A 下部基板DLower substrate D

符号の説明Explanation of symbols

A 上部基板
B 上部基板下面
C 上部基板上面
D 下部基板
E 半円球状滑面
F 半円球状突起
G 半円球状滑面凹部
H 基礎コンクリート
I 地業
J 埋め戻し弾性材料
K 地盤
A Upper substrate B Lower surface of upper substrate
C Top surface of upper substrate
D Bottom board
E Semicircular spherical smooth surface
F Semi-spherical protrusion
G Semicircular spherical smooth recess
H foundation concrete
I local business
J Backfill elastic material
K ground

Claims (1)

建造物の免震基礎構造において、支持地盤あるいは基礎地業と基礎コンクリートとの中間に設置され、基礎コンクリートを含めた建造物全体を支持する表面が全て平滑な上部基板と、前記上部基板の下面に接する面には上向きに施された半円球状の突起が複数個露出した下部基板により構成され、下部基板に施された半円球状滑面が上部基板の下面に滑動自在に接触していることにより、地盤に地震力が伝播されると上部基板と下部基板の接触面が滑動し、基礎工事完了後の埋め戻し材料には全て弾性材料を用いた建造物の免震基板。   In a base-isolated base structure of a building, an upper substrate that is installed between the supporting ground or the foundation ground industry and the foundation concrete and has a smooth surface that supports the entire building including the foundation concrete, and a lower surface of the upper substrate Is formed of a lower substrate with a plurality of upwardly facing semispherical protrusions exposed, and the semispherical smooth surface provided on the lower substrate is slidably in contact with the lower surface of the upper substrate. As a result, when seismic force is propagated to the ground, the contact surface between the upper and lower boards slides, and the seismic isolation board is made of an elastic material as the backfill material after the foundation work is completed.
JP2008180964A 2008-07-11 2008-07-11 Base-isolating base plate of building Pending JP2010019007A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008180964A JP2010019007A (en) 2008-07-11 2008-07-11 Base-isolating base plate of building

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Application Number Priority Date Filing Date Title
JP2008180964A JP2010019007A (en) 2008-07-11 2008-07-11 Base-isolating base plate of building

Publications (1)

Publication Number Publication Date
JP2010019007A true JP2010019007A (en) 2010-01-28

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011132666A1 (en) * 2010-04-21 2011-10-27 Sato Takanori Seismic isolation device
JP2012077863A (en) * 2010-10-04 2012-04-19 Shigeru Watanabe Base isolation device
CN111907134A (en) * 2020-08-13 2020-11-10 哈尔滨工程大学 A periodic metamaterial plate suitable for vibration reduction and vibration reduction performance optimization in specific frequency bands

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011132666A1 (en) * 2010-04-21 2011-10-27 Sato Takanori Seismic isolation device
JPWO2011132666A1 (en) * 2010-04-21 2013-07-18 佐藤 孝典 Seismic isolation device
JP2012077863A (en) * 2010-10-04 2012-04-19 Shigeru Watanabe Base isolation device
CN111907134A (en) * 2020-08-13 2020-11-10 哈尔滨工程大学 A periodic metamaterial plate suitable for vibration reduction and vibration reduction performance optimization in specific frequency bands

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