JPH10110441A - Gravel-laid vibration-isolation foundation for building, etc. - Google Patents

Gravel-laid vibration-isolation foundation for building, etc.

Info

Publication number
JPH10110441A
JPH10110441A JP28171396A JP28171396A JPH10110441A JP H10110441 A JPH10110441 A JP H10110441A JP 28171396 A JP28171396 A JP 28171396A JP 28171396 A JP28171396 A JP 28171396A JP H10110441 A JPH10110441 A JP H10110441A
Authority
JP
Japan
Prior art keywords
building
gravel
reinforced
foundation
vibration
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
JP28171396A
Other languages
Japanese (ja)
Inventor
Kimimatsu Ishii
公松 石井
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP28171396A priority Critical patent/JPH10110441A/en
Publication of JPH10110441A publication Critical patent/JPH10110441A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To reduce the quakes due to an earthquake, and to prevent damage by spreading gravel all lover between a building and a reinforced concrete board installed under the building and using the whole as a vibration-isolation foundation. SOLUTION: Recessed reinforced-concrete boards 3 working as a wave- absorbing block are mounted on a ground 1 supporting a building 2. Gravel 5 is spread all over the reinforced-concrete boards 3, push-up preventive boards 6 for gravel 5 are placed, and a foundation pressure-resisting board 7 supporting the building 2 is installed. Cushions 4 using a rubber, etc., which have a durable period and are hardly deteriorated and abound in elasticity, are mounted on both side sections of the foundation pressure-resisting board 7 in order to correspond to the horizontal motion of the building 2. Horizontal and vertical motions as seismic waves from the ground 1 are reduced and a high vibration-isolation effect can be dislayed in spite of low cost by setting up gravel 5 among the foundation pressure-resisting board 7 and the reinforced-concrete boards 3 and holding down the building 2 by the cushions.

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】本発明は、建物等の玉砂利敷
免震基礎に関する。本発明は、建物、機械、工作物等に
利用出来、地震の揺れを小さくし、地震による被害を防
止することを目的とする。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation foundation for cobblestones such as buildings. The present invention can be used for buildings, machines, workpieces, and the like, and has an object to reduce the shaking of an earthquake and prevent damage caused by the earthquake.

【0002】[0002]

【従来の技術】地震の際、建物の倒壊や、家具什器の倒
落等により内部居住者の安全が脅かされることが多い。
しかし、これに対する免震基礎はあまり良いものが提供
されてないのが現状である。
2. Description of the Related Art During an earthquake, the safety of internal residents is often threatened by the collapse of buildings or the fall of furniture and fixtures.
However, the seismic isolation foundation for this has not been provided so well.

【0003】[0003]

【発明が解決しようとする課題】本発明は比較的構造が
簡素化されており、廉価で実施できる玉砂利を利用した
ものを提供する。
DISCLOSURE OF THE INVENTION The present invention provides a method utilizing a gravel which has a relatively simple structure and can be implemented at a low cost.

【0004】[0004]

【課題を解決するための手段】本発明は、建物等の下に
鉄筋コンクリート盤を設け、該建物等と該鉄筋コンクリ
ート盤の間に玉砂利を敷きつめた、建物等の玉砂利敷免
震基礎に関する。
SUMMARY OF THE INVENTION The present invention relates to a seismic isolation foundation for cobblestone of a building or the like, in which a reinforced concrete slab is provided under a building or the like, and gravels are laid between the building and the reinforced concrete slab.

【0005】[0005]

【発明の実施の形態】以下、図面を追って説明する。1
は、建物を支持する大地(支持地盤)であり、2は建物
で、木造、鉄骨造り、鉄筋コンクリート造り等であり、
支持する基礎の上に建っている。3は、支持地盤の上に
設ける鉄筋コンクリート盤で、凹形で海岸の波消しブロ
ックのような働きをする。4は、建物の水平動に対しク
ッションの役目をするもので、耐用年数が大きく、材料
劣化の少ない材質とする、弾性に富むゴム、タイヤ、発
泡ウレタン粉末等である。5は玉砂利で自然石及び人工
焼成材等とする。6は玉砂利の迫り上り防止板でステン
レス又はコンクリート材で滑りの良い材質に仕上げる。
7は建物を支持する基礎耐圧盤で、下は平滑に仕上げて
ある。8は支持地盤と玉砂利支持盤の間にあり、必要に
応じて施工する割栗石である。9は地表と同じ高さにす
る、クッション材4の上の表土で、軽量砂で植木等も設
置できる。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1
Is the ground (supporting ground) that supports the building, 2 is the building, which is made of wood, steel, reinforced concrete, etc.
Built on a supporting foundation. Numeral 3 is a reinforced concrete plate provided on the supporting ground, and has a concave shape and functions like a wave-break block on the shore. Numeral 4 serves as a cushion for horizontal movement of the building, and is made of a material having a long service life and a small deterioration of the material, such as rubber, tire, urethane foam powder and the like, which are rich in elasticity. Numeral 5 is a gravel, which is made of natural stone and artificially baked material. Numeral 6 denotes a plate for preventing the gravel from coming up, which is made of stainless steel or concrete material to make it a slippery material.
Reference numeral 7 denotes a basic pressure plate supporting the building, and the lower portion is smoothly finished. Reference numeral 8 denotes a split stone that is located between the supporting ground and the gravel supporting plate and is constructed as needed. Reference numeral 9 denotes a topsoil on the cushioning material 4 which is at the same height as the ground surface.

【0006】本発明は、基礎耐圧盤7と、海岸の波消し
ブロックに当たる鉄筋コンクリート盤3との間に玉砂利
5を設け、大地1よりの地震波である、水平、垂直動を
小さくし、又、建物をクッション4により押さえ、その
上を比重の少ない砂で仕上げる。又、建物基礎底部の玉
砂利の迫り上りを防止するための材料である迫り上り防
止板を設ける。
According to the present invention, a gravel 5 is provided between a foundation pressure plate 7 and a reinforced concrete plate 3 corresponding to a wave-eliminating block on the shore to reduce horizontal and vertical motions, which are seismic waves from the ground 1, Is pressed by the cushion 4 and the upper part is finished with sand having a low specific gravity. In addition, a spill-prevention plate, which is a material for preventing the shingles from rising at the bottom of the building foundation, is provided.

【0007】[0007]

【発明の効果】下に敷いた玉砂利、横のクッション、鉄
筋コンクリート盤、又、基礎耐圧板等の構造の相乗効果
により、廉価でできるが、高い効果を生む建物等の玉砂
利敷免震基礎が得られる。
According to the present invention, the synergistic effect of the structures such as the gravel laid below, the horizontal cushion, the reinforced concrete panel, and the foundation pressure plate can be produced at a low cost, but the seismic isolation foundation of the gravel gravel of the building or the like that produces a high effect can be obtained. Can be

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

【図1】本発明の断面図である。FIG. 1 is a sectional view of the present invention.

【符号の説明】[Explanation of symbols]

1 大地 2 建物 3 鉄筋コンクリート盤 4 クッション 5 玉砂利 6 迫り上り防止板 7 基礎耐圧盤 8 割栗石 9 軽量砂 DESCRIPTION OF SYMBOLS 1 Earth 2 Building 3 Reinforced concrete board 4 Cushion 5 Gravel 6 Anti-climbing plate 7 Base pressure board 8 Split stone 9 Lightweight sand

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 建物等の下に鉄筋コンクリート盤を設
け、該建物等と該鉄筋コンクリート盤の間に玉砂利を敷
きつめた、建物等の玉砂利敷免震基礎。
1. A seismic isolation foundation for cobblestone of a building or the like, in which a reinforced concrete slab is provided under a building or the like, and gravels are laid between the building and the reinforced concrete slab.
JP28171396A 1996-10-03 1996-10-03 Gravel-laid vibration-isolation foundation for building, etc. Pending JPH10110441A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28171396A JPH10110441A (en) 1996-10-03 1996-10-03 Gravel-laid vibration-isolation foundation for building, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28171396A JPH10110441A (en) 1996-10-03 1996-10-03 Gravel-laid vibration-isolation foundation for building, etc.

Publications (1)

Publication Number Publication Date
JPH10110441A true JPH10110441A (en) 1998-04-28

Family

ID=17642954

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28171396A Pending JPH10110441A (en) 1996-10-03 1996-10-03 Gravel-laid vibration-isolation foundation for building, etc.

Country Status (1)

Country Link
JP (1) JPH10110441A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090269148A1 (en) * 2008-04-29 2009-10-29 Embarq Holdings Company, Llc Concrete Form Elevated Site (CFES)
CN102493477A (en) * 2011-12-14 2012-06-13 江苏科行环境工程技术有限公司 Foundation shock absorption process for horizontal roll mill
CN102493497A (en) * 2011-11-14 2012-06-13 郑州天易勘测技术有限公司 Multidimensional seismic isolation layer/belt structure applicable to multilayer construction foundation
KR101320578B1 (en) * 2012-01-12 2013-10-23 세원금속 (주) a insulation structure of vibration in forging press
CN115467354A (en) * 2022-08-15 2022-12-13 中国航空规划设计研究总院有限公司 Pile foundation structure capable of releasing horizontal load and construction method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090269148A1 (en) * 2008-04-29 2009-10-29 Embarq Holdings Company, Llc Concrete Form Elevated Site (CFES)
US8684631B2 (en) * 2008-04-29 2014-04-01 Centurylink Intellectual Property Llc Concrete form elevated site (CFES)
CN102493497A (en) * 2011-11-14 2012-06-13 郑州天易勘测技术有限公司 Multidimensional seismic isolation layer/belt structure applicable to multilayer construction foundation
CN102493477A (en) * 2011-12-14 2012-06-13 江苏科行环境工程技术有限公司 Foundation shock absorption process for horizontal roll mill
KR101320578B1 (en) * 2012-01-12 2013-10-23 세원금속 (주) a insulation structure of vibration in forging press
CN115467354A (en) * 2022-08-15 2022-12-13 中国航空规划设计研究总院有限公司 Pile foundation structure capable of releasing horizontal load and construction method thereof
CN115467354B (en) * 2022-08-15 2024-04-19 中国航空规划设计研究总院有限公司 Pile foundation structure for releasing horizontal load and construction method thereof

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