JP2010019007A - Base-isolating base plate of building - Google Patents
Base-isolating base plate of building Download PDFInfo
- 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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- foundation
- base
- building
- base plate
- foundation concrete
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- 238000002955 isolation Methods 0.000 claims abstract description 11
- 239000013013 elastic material Substances 0.000 claims abstract description 10
- 239000000758 substrate Substances 0.000 claims description 33
- 239000000463 material Substances 0.000 claims description 6
- 230000000644 propagated effect Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 6
- 239000004575 stone Substances 0.000 abstract description 4
- 238000005056 compaction Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 abstract 1
- 239000002699 waste material Substances 0.000 description 10
- 238000004064 recycling Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
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。
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.
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)
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 |
Applications Claiming Priority (1)
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 |
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JP2010019007A true JP2010019007A (en) | 2010-01-28 |
Family
ID=41704173
Family Applications (1)
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JP2008180964A Pending JP2010019007A (en) | 2008-07-11 | 2008-07-11 | Base-isolating base plate of building |
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Cited By (3)
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 |
-
2008
- 2008-07-11 JP JP2008180964A patent/JP2010019007A/en active Pending
Cited By (4)
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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