JPH04312658A - Fitting structure of post - Google Patents

Fitting structure of post

Info

Publication number
JPH04312658A
JPH04312658A JP7944891A JP7944891A JPH04312658A JP H04312658 A JPH04312658 A JP H04312658A JP 7944891 A JP7944891 A JP 7944891A JP 7944891 A JP7944891 A JP 7944891A JP H04312658 A JPH04312658 A JP H04312658A
Authority
JP
Japan
Prior art keywords
base plate
concrete foundation
column
protrusion
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.)
Withdrawn
Application number
JP7944891A
Other languages
Japanese (ja)
Inventor
Yoshiyuki Soraoka
義幸 空岡
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP7944891A priority Critical patent/JPH04312658A/en
Publication of JPH04312658A publication Critical patent/JPH04312658A/en
Withdrawn legal-status Critical Current

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Abstract

PURPOSE:To prevent a concrete foundation from generating cracks even when a bending moment generates on the post. CONSTITUTION:In a post-fitting structure fitting a post 4 wherein a base plate 5 having a bolt fitting part 7 at the periphery 6 is fixed in a concrete foundation in which an anchor bolt 2 is buried so as to expose the front end, a protrusion 8 is made almost in the middle of the lower face of the base plate 5. And the bolt fitting part 7 is fixed at the front end of the anchor bolt 2 in the condition that this protrusion 8 is placed at the upper face of the concrete foundation 1 and the peripherary 6 of the base plate 5 is relieved from the upper face of concrete foundation 1.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】この発明は、柱脚取付構造に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column base mounting structure.

【0002】0002

【従来の技術】従来の柱脚取付構造を図  に示した。 50はコンクリート基礎で、先端部が露出するようにア
ンカーボルト51が埋設してある。52は柱脚で、下端
にベースプレート53が固着してある。この柱脚52を
コンクリート基礎50に取付けるには、コンクリート基
礎50の上面に無収縮モルタル54等を介してベースプ
レート53を載置し、ベースプレート53の周縁部に設
けたボルト取付孔にアンカーボルト51の先端部を通し
てナット55で締結していた。
[Prior Art] A conventional column pedestal mounting structure is shown in the figure. 50 is a concrete foundation, and anchor bolts 51 are buried so that their tips are exposed. 52 is a column base, and a base plate 53 is fixed to the lower end. To attach the column base 52 to the concrete foundation 50, place the base plate 53 on the upper surface of the concrete foundation 50 via non-shrinkage mortar 54, etc., and insert the anchor bolts 51 into the bolt installation holes provided at the peripheral edge of the base plate 53. It was fastened with a nut 55 through the tip.

【0003】0003

【発明が解決しようとする課題】上記従来の柱脚取付構
造においては、ベースプレート53の全面が、コンクリ
ート基礎50側に当接するように取付けているので、柱
脚52が傾斜して曲げモーメントが生じると、ベースプ
レート53の周縁部に相当するコンクリート基礎50に
クラック56が発生するという問題点があった。
[Problem to be Solved by the Invention] In the above-mentioned conventional column base mounting structure, the entire surface of the base plate 53 is installed so as to be in contact with the concrete foundation 50 side, so the column base 52 tilts and a bending moment occurs. There was a problem in that cracks 56 occurred in the concrete foundation 50 corresponding to the peripheral edge of the base plate 53.

【0004】したがって、この発明の目的は、柱脚に曲
げモーメントが生じてもコンクリート基礎にクラックが
発生するのを防止できる柱脚取付構造を提供することで
ある。
[0004] Accordingly, an object of the present invention is to provide a column pedestal mounting structure that can prevent cracks from occurring in a concrete foundation even if a bending moment occurs in the column pedestal.

【0005】[0005]

【課題を解決するための手段】この発明の柱脚取付構造
は、柱脚の下端に固着したベースプレートの下面の略中
央部に突部を突設し、この突部をコンクリート基礎の上
面に載置してベースプレートの周縁部をコンクリート基
礎の上面から浮かした状態でベースプレートの周縁部に
設けたボルト取付部をアンカーボルトの先端部に固定し
たことを特徴とするものである。
[Means for Solving the Problems] The column pedestal mounting structure of the present invention has a protrusion protruding from approximately the center of the lower surface of the base plate fixed to the lower end of the column pedestal, and this protrusion is mounted on the upper surface of the concrete foundation. The bolt attachment part provided on the peripheral edge of the base plate is fixed to the tip of the anchor bolt with the peripheral edge of the base plate floating above the upper surface of the concrete foundation.

【0006】[0006]

【作用】ベースプレートの下面の略中央部に突部を突設
したので、柱脚のコンクリート基礎への載置状態におい
て、ベースプレートの周縁部とコンクリート基礎の上面
との間に隙間が形成される。このため、この隙間の範囲
内で柱脚に生じる曲げモーメントを吸収でき、コンクリ
ート基礎にクラックが発生するのを防止できる。
[Operation] Since the protrusion is provided approximately at the center of the lower surface of the base plate, a gap is formed between the peripheral edge of the base plate and the upper surface of the concrete foundation when the column base is placed on the concrete foundation. Therefore, the bending moment generated in the column base can be absorbed within this gap, and cracks can be prevented from occurring in the concrete foundation.

【0007】[0007]

【実施例】この発明の一実施例の柱脚取付構造を図1に
基づいて説明する。1はコンクリート基礎で、先端部が
露出するように数本のアンカーボルト2…およびアンカ
ー3が埋設してある。4は鋼管状の柱脚で、下端にベー
スプレート5が固着してある。このベースプレート5は
周縁部6が柱脚4からはみ出る大きさに形成され、周縁
部6にアンカーボルト2…を挿通可能な孔状のボルト取
付部7…が設けてある。また、このベースプレート5の
下面の略中央部には板状の突部8が設けてあり、ベース
プレート5および突部8を貫通し上記アンカー3を挿通
できる孔9が柱脚4の軸心位置に設けてある。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A column base mounting structure according to an embodiment of the present invention will be explained based on FIG. 1 is a concrete foundation, and several anchor bolts 2 and 3 are buried so that their tips are exposed. Reference numeral 4 denotes a steel tubular column base, and a base plate 5 is fixed to the lower end. The base plate 5 is formed to have a peripheral edge 6 protruding from the column base 4, and the peripheral edge 6 is provided with hole-shaped bolt attachment parts 7 through which the anchor bolts 2 can be inserted. A plate-shaped protrusion 8 is provided approximately at the center of the lower surface of the base plate 5, and a hole 9 through which the anchor 3 can be inserted is located at the axis of the column base 4. It is provided.

【0008】つぎに、柱脚4の取付手順について説明す
る。すなわち、アンカー3を孔9に挿通し、かつアンカ
ーボルト2…にボルト取付部7が対応するように、突部
8をコンクリート基礎2の上面に載置する。そして、ボ
ルト取付部7を挟着するようにナット10,10をベー
スプレート5の上下両側からアンカーボルト2に取付け
、柱脚4に生じる曲げモーメントを負担する。また、柱
脚4の側面に形成した小孔12から柱脚4内に無収縮モ
ルタル11等を充填することにより、柱脚4内に位置す
るアンカー3の先端部を固定し、柱脚4にかかる剪断力
を負担する。なお、コンクリート基礎1の上面に無収縮
モルタル等を設ける構造としてもよい。
Next, the procedure for attaching the column base 4 will be explained. That is, the anchor 3 is inserted into the hole 9, and the protrusion 8 is placed on the upper surface of the concrete foundation 2 so that the bolt attachment part 7 corresponds to the anchor bolt 2. Then, nuts 10, 10 are attached to the anchor bolt 2 from both upper and lower sides of the base plate 5 so as to sandwich the bolt attachment portion 7, and bear the bending moment generated in the column base 4. In addition, by filling non-shrinkage mortar 11 or the like into the column base 4 through a small hole 12 formed on the side surface of the column base 4, the tip of the anchor 3 located inside the column base 4 is fixed, and the column base 4 is fixed to the base 4. bear such shearing forces. Note that a structure may be adopted in which non-shrinkage mortar or the like is provided on the upper surface of the concrete foundation 1.

【0009】上記柱脚取付構造において、ベースプレー
ト5の周縁部6とコンクリート基礎1の上面との間に隙
間が形成される。このため、この隙間の範囲内で柱脚4
に生じる曲げモーメントを吸収でき、コンクリート基礎
1およびこの上面に敷設した無収縮モルタル等にクラッ
クが発生するのを防止できる。また、ベースプレート5
の下面に設けた突部8が塑性変形することにより、変形
能力の高い(ねばりの大きい)性能が得られ、耐震性能
が向上する。
In the column base mounting structure described above, a gap is formed between the peripheral edge 6 of the base plate 5 and the upper surface of the concrete foundation 1. Therefore, within this gap, the column base 4
It is possible to absorb the bending moment generated in the concrete foundation 1 and prevent cracks from occurring in the non-shrinkage mortar laid on the concrete foundation 1 and its upper surface. Also, base plate 5
By plastically deforming the protrusion 8 provided on the lower surface, performance with high deformability (high tenacity) is obtained, and seismic performance is improved.

【0010】なお、突部8はベースプレート5と一体に
形成してもよい。
Note that the protrusion 8 may be formed integrally with the base plate 5.

【0011】[0011]

【発明の効果】この発明の柱脚取付構造によれば、ベー
スプレートの下面の略中央部に突部を突設したので、柱
脚のコンクリート基礎への載置状態において、ベースプ
レートの周縁部とコンクリート基礎の上面との間に隙間
が形成され、この隙間の範囲内で地震等により柱脚に生
じる曲げモーメントを吸収できる。このため、ベースプ
レートの周縁部によりコンクリート基礎にクラックが発
生するのを防止でき、耐震性能が向上する。
Effects of the Invention According to the column pedestal mounting structure of the present invention, since the protrusion is provided approximately at the center of the lower surface of the base plate, when the column pedestal is placed on the concrete foundation, the periphery of the base plate and the concrete A gap is formed between the column and the top surface of the foundation, and within this gap, bending moments generated in the column base due to earthquakes, etc. can be absorbed. Therefore, it is possible to prevent cracks from occurring in the concrete foundation due to the peripheral edge of the base plate, and the seismic performance is improved.

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

【図1】この発明の一実施例の柱脚取付構造の断面正面
図である。
FIG. 1 is a sectional front view of a column pedestal mounting structure according to an embodiment of the present invention.

【図2】従来例の断面正面図である。FIG. 2 is a cross-sectional front view of a conventional example.

【符号の説明】[Explanation of symbols]

1    コンクリート基礎 2    アンカーボルト 4    柱脚 5    ベースプレート 6    周縁部 7    ボルト取付部 8    突部 1 Concrete foundation 2 Anchor bolt 4 Pillar base 5 Base plate 6 Peripheral area 7 Bolt mounting part 8 Protrusion

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】  ボルト取付部を周縁部に有するベース
プレートが下端に固着された柱脚を、先端部が露出する
ようにアンカーボルトを埋設したコンクリート基礎に取
付ける柱脚取付構造において、前記ベースプレートの下
面の略中央部に突部を突設し、この突部を前記コンクリ
ート基礎の上面に載置して前記ベースプレートの周縁部
を前記コンクリート基礎の上面から浮かした状態で前記
ボルト取付部を前記アンカーボルトの先端部に固定した
ことを特徴とする柱脚取付構造。
Claim 1. A column pedestal mounting structure in which a column pedestal having a base plate fixed to its lower end and having a bolt attachment part on its periphery is attached to a concrete foundation in which an anchor bolt is buried so that the tip part is exposed, wherein the bottom surface of the base plate is A protrusion is provided at approximately the center of the base plate, and this protrusion is placed on the upper surface of the concrete foundation so that the peripheral edge of the base plate is lifted from the upper surface of the concrete foundation, and the bolt attachment portion is attached to the anchor bolt. A column base mounting structure characterized by being fixed to the tip of the column.
JP7944891A 1991-04-12 1991-04-12 Fitting structure of post Withdrawn JPH04312658A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7944891A JPH04312658A (en) 1991-04-12 1991-04-12 Fitting structure of post

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7944891A JPH04312658A (en) 1991-04-12 1991-04-12 Fitting structure of post

Publications (1)

Publication Number Publication Date
JPH04312658A true JPH04312658A (en) 1992-11-04

Family

ID=13690164

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7944891A Withdrawn JPH04312658A (en) 1991-04-12 1991-04-12 Fitting structure of post

Country Status (1)

Country Link
JP (1) JPH04312658A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018104944A (en) * 2016-12-26 2018-07-05 センクシア株式会社 Column base structure, and construction method for the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018104944A (en) * 2016-12-26 2018-07-05 センクシア株式会社 Column base structure, and construction method for the same

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Legal Events

Date Code Title Description
A300 Application deemed to be withdrawn because no request for examination was validly filed

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 19980711