JPH0996011A - Earthquake-proof pedestal for support - Google Patents

Earthquake-proof pedestal for support

Info

Publication number
JPH0996011A
JPH0996011A JP28908695A JP28908695A JPH0996011A JP H0996011 A JPH0996011 A JP H0996011A JP 28908695 A JP28908695 A JP 28908695A JP 28908695 A JP28908695 A JP 28908695A JP H0996011 A JPH0996011 A JP H0996011A
Authority
JP
Japan
Prior art keywords
support
earthquake
holding plate
building
free base
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
JP28908695A
Other languages
Japanese (ja)
Inventor
Shigeo Nakao
繁男 中尾
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 JP28908695A priority Critical patent/JPH0996011A/en
Publication of JPH0996011A publication Critical patent/JPH0996011A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To make a support of a building earthquake-proof, and to make erection of the support easy. SOLUTION: A holding plate 3 is fixed to a concrete pedestal 1 with anchor bolts 2. A free base board 6, provided with a center column 7, is placed at the center of the holding plate 3. Then, a pressing plate 4 is welded to the holding plate 3 so that fitting spaces 5, each in a C-shape section, can be formed thereunder. Clearances allowing the free base board 6 with the center column 7 to float must be provided at the fitting spaces 5. Lateral shaking arising from an earthquake can be absorbed by floating of the free base board 6, and a support 8 can be prevented from breaking. The support 8 can be erected only by fitting onto the center column 7. With beams 9 and floor beams 10 arranged between the supports 8, a framework of a building can be erected. Erection of the supports 8 an construction of the building can be executed simply and efficiently.

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、耐震性支柱基台に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic resistant column base.

【0002】[0002]

【従来の技術】従来、建造物の支柱は、基礎に直接剛直
に立設されていたため、地震の揺れを直接受けて、損壊
しやすかった。また、立設に当たっては、一本毎にコン
クリートで埋め込むなど、作業効率が悪かった。
2. Description of the Related Art Conventionally, since the pillars of a building have been erected directly and rigidly on a foundation, they were easily damaged by being directly subjected to the shaking of an earthquake. In addition, when erected, the work efficiency was poor, such as embedding each piece of concrete.

【0003】[0003]

【発明が解決しようとする課題】本発明は、上記のごと
き問題を解決したもので、耐震性にすぐれ、しかも支柱
の立設が容易な耐震性支柱基台を提供することを目的と
している。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above problems and to provide a seismic support column base which is excellent in seismic resistance and which allows the columns to be erected easily.

【0004】[0004]

【課題を解決するための手段】上記目的を達成した本発
明の耐震性支柱基台は、コンクリート台と、嵌合空隙を
形成する押さえ板を備えた保持板と、保持板の嵌合空隙
内に遊動自在に保持された心柱付き自由基板とからなる
ことを特徴としている。
Means for Solving the Problems An object of the present invention to achieve the above object is to provide a concrete base, a concrete stand, a holding plate having a holding plate for forming a fitting gap, and a fitting gap of the holding plate. It is characterized in that it is composed of a free substrate with a pillar that is movably held in the substrate.

【0005】[0005]

【発明の実施の形態】次に、図面に従って本発明の実施
の形態を詳述する。図1及び図2において、コンクリー
ト台1には、アンカーボルト2により保持板3を固定し
てある。保持板3は、断面コ上の嵌合空隙5を構成する
押さえ板4を備えている。本発明においては、この断面
コ状の嵌合空隙5内に、心柱7付きの自由基板6を遊動
自在に保持し、地震による揺れを吸収できるようにして
ある。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, embodiments of the present invention will be described in detail with reference to the drawings. In FIGS. 1 and 2, a holding plate 3 is fixed to a concrete stand 1 by anchor bolts 2. The holding plate 3 is provided with a pressing plate 4 that forms a fitting space 5 having a cross section U. In the present invention, the free substrate 6 with the pillar 7 is movably held in the fitting space 5 having a U-shaped cross section so that the shaking caused by an earthquake can be absorbed.

【0006】この耐震性支柱基台の制作に当たっては、
コンクリート台1に保持板3をアンカーボルト2で固定
したのち、保持板3の中央に心柱7付きの自由基板6を
載置する。次いで、押さえ板4を断面コ状の嵌合空隙5
を構成するように溶接する。この場合、心柱7付きの自
由基板6が嵌合空隙5内で遊動できるだけのクリアラン
スを持たせる。これにより、本発明では、地震の揺れ、
特に横揺れを吸収し、建造物の被害を防止できる。加え
て、心柱7に支柱8を嵌合するだけで組立できるので、
現場での施工が効率的である。
In the production of this earthquake-resistant pillar base,
After the holding plate 3 is fixed to the concrete stand 1 with the anchor bolts 2, the free substrate 6 with the pillar 7 is placed in the center of the holding plate 3. Next, the pressing plate 4 is fitted with a fitting space 5 having a U-shaped cross section.
Weld to make up. In this case, the free substrate 6 with the core 7 is provided with a clearance that allows it to move within the fitting space 5. Therefore, in the present invention, the shaking of the earthquake,
In particular, it can absorb rolling and prevent damage to buildings. In addition, since it can be assembled simply by fitting the pillar 8 to the core pillar 7,
On-site construction is efficient.

【0007】図3及び図4は、本発明の耐震性支柱基台
に支柱8を嵌合して組み立てた状態を示す。本発明で
は、中空の支柱8を心柱7に嵌合していくだけで建造物
を組み立てていくことができる。9は梁、10は床桟で
ある。こうして組み立てられた建造物の1例を図5及び
図6に示す。本発明の4台の耐震性支柱基台の心柱7に
は、各々中空支柱8を嵌合して、各支柱8間に梁9と床
桟10を渡す。11は壁、12は窓、13は扉である。
FIGS. 3 and 4 show a state in which the support column 8 of the present invention is assembled with the support column 8 fitted therein. In the present invention, the building can be assembled simply by fitting the hollow pillar 8 to the core pillar 7. 9 is a beam and 10 is a floor beam. An example of the structure thus assembled is shown in FIGS. 5 and 6. Hollow columns 8 are fitted into the core columns 7 of the four seismic resistant column bases of the present invention, and beams 9 and floor bars 10 are passed between the columns 8. Reference numeral 11 is a wall, 12 is a window, and 13 is a door.

【0008】[0008]

【発明の効果】本発明の耐震性支柱基台は、以下の利点
を有し、簡易の建造物の建設に広く適用できる。 (イ)コンクリート台に心柱付き自由基板を遊動自在に
取り付けてあるので、地震の揺れが効果的に吸収でき、
建造物の損壊を免れる。 (ロ)建設現場では、耐震性支柱基台の心柱に中空支柱
を嵌めていくだけでよいので、組立作業は簡単で効率的
である。
The seismic resistant column base of the present invention has the following advantages and can be widely applied to the construction of simple structures. (B) Since a free board with a pillar is freely attached to the concrete stand, it is possible to effectively absorb the shaking of the earthquake.
Avoid building damage. (B) At the construction site, it is only necessary to fit the hollow pillars to the core pillars of the seismic resistant pillar base, so the assembly work is simple and efficient.

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

【図1】本発明の耐震性支柱基台の断面を示す正面図で
ある。
FIG. 1 is a front view showing a cross section of an earthquake-resistant pillar base of the present invention.

【図2】図1の平面図である。FIG. 2 is a plan view of FIG.

【図3】本発明の耐震性支柱基台に支柱を嵌着した状態
の一部切り欠き斜視図である。
FIG. 3 is a partially cutaway perspective view showing a state where the support pillar is fitted to the seismic resistant support base of the present invention.

【図4】本発明の耐震性支柱基台に支柱を嵌着し、建造
物を組み立てた状態の一部を示す断面図である。
FIG. 4 is a cross-sectional view showing a part of a state in which a strut is fitted to the earthquake-resistant strut base of the present invention and a building is assembled.

【図5】本発明の耐震性支柱基台を用いた建造物の一例
を示す正面図である。
FIG. 5 is a front view showing an example of a building using the earthquake-resistant pillar base of the present invention.

【図6】図5の側面図である。FIG. 6 is a side view of FIG. 5;

【符号の説明】[Explanation of symbols]

1 コンクリート台 2 アンカーボルト 3 保持板 4 押さえ板 5 嵌合空隙 6 自由基板 7 心柱 8 支柱 9 梁 10 床桟 11 壁 12 窓 13 扉 DESCRIPTION OF SYMBOLS 1 Concrete stand 2 Anchor bolt 3 Holding plate 4 Holding plate 5 Fitting space 6 Free board 7 Core pillar 8 Pillar 9 Beam 10 Floor crosspiece 11 Wall 12 Window 13 Door

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 F16F 15/02 8917−3J F16F 15/02 L ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display area F16F 15/02 8917-3J F16F 15/02 L

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート台と、嵌合空隙を形成する
押さえ板を備えた保持板と、保持板の嵌合空隙内に遊動
自在に保持された心柱付き自由基板とからなることを特
徴とする耐震性支柱基台。
1. A concrete base, a holding plate provided with a pressing plate forming a fitting gap, and a free substrate with a core column movably held in the fitting gap of the holding plate. Earthquake-resistant support base.
JP28908695A 1995-09-30 1995-09-30 Earthquake-proof pedestal for support Pending JPH0996011A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28908695A JPH0996011A (en) 1995-09-30 1995-09-30 Earthquake-proof pedestal for support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28908695A JPH0996011A (en) 1995-09-30 1995-09-30 Earthquake-proof pedestal for support

Publications (1)

Publication Number Publication Date
JPH0996011A true JPH0996011A (en) 1997-04-08

Family

ID=17738643

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28908695A Pending JPH0996011A (en) 1995-09-30 1995-09-30 Earthquake-proof pedestal for support

Country Status (1)

Country Link
JP (1) JPH0996011A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008095500A (en) * 2008-01-04 2008-04-24 Jfe Techno Research Corp Foundation structure of steel pipe pole
JP2011021985A (en) * 2009-07-15 2011-02-03 Tosetz Co Ltd Self-supported gas meter stand
KR102237239B1 (en) * 2019-09-30 2021-04-06 조용환 Seismic Isolation System for building stack

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0245201B2 (en) * 1982-03-26 1990-10-08 Tokyo Shibaura Electric Co

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0245201B2 (en) * 1982-03-26 1990-10-08 Tokyo Shibaura Electric Co

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008095500A (en) * 2008-01-04 2008-04-24 Jfe Techno Research Corp Foundation structure of steel pipe pole
JP4629114B2 (en) * 2008-01-04 2011-02-09 Jfeテクノリサーチ株式会社 Steel pipe column base structure
JP2011021985A (en) * 2009-07-15 2011-02-03 Tosetz Co Ltd Self-supported gas meter stand
KR102237239B1 (en) * 2019-09-30 2021-04-06 조용환 Seismic Isolation System for building stack

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