JPH06306944A - Column base hardware - Google Patents

Column base hardware

Info

Publication number
JPH06306944A
JPH06306944A JP12535493A JP12535493A JPH06306944A JP H06306944 A JPH06306944 A JP H06306944A JP 12535493 A JP12535493 A JP 12535493A JP 12535493 A JP12535493 A JP 12535493A JP H06306944 A JPH06306944 A JP H06306944A
Authority
JP
Japan
Prior art keywords
base plate
anchor bolt
hole
bolts
anchor
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
JP12535493A
Other languages
Japanese (ja)
Inventor
Yutaka Nanami
豊 名波
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.)
Asahi Tec Corp
Original Assignee
Asahi Tec Corp
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 Asahi Tec Corp filed Critical Asahi Tec Corp
Priority to JP12535493A priority Critical patent/JPH06306944A/en
Publication of JPH06306944A publication Critical patent/JPH06306944A/en
Pending legal-status Critical Current

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  • Foundations (AREA)

Abstract

PURPOSE:To correspond to the error of the implantation of an anchor bolt sufficiently by adjusting an adjusting member bored in a slot while the adjusting member is inserted rotatably into a hole, which is implanted to foundation concrete and into which the anchor bolt is inserted, and the slot is located at the position of the anchor bolt in a base plate. CONSTITUTION:A column 1 is disposed in upright into a frame body 2a welded on a base plate 2. The base plate 2 is placed on spread mortar 6 on foundation concrete 4. A plurality of holes 3 are formed to the base plate 2 at that time, and the diameters of the holes 3 are determined so as to be made larger than those of anchor bolts 5. Slots 3, into which the anchor bolts 5 are inserted, are bored to adjusting bolts 10, and the adjusting bolts 10 are rotated and the slots 13 are adjusted so as to be located at the positions of the anchor bolts 5. Nuts 7 are screwed and put into the anchor bolts 5, and the base plate 2 is fixed. Accordingly, the error of the implantation of the anchor bolts 5 is absorbed effectively, and the base plate 2 can be fixed firmly onto foundation concrete 4.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は柱脚金物に係り、特に、
アンカーボルトの植設位置のバラツキを吸収できるもの
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column pedestal, and more particularly,
The present invention relates to an anchor bolt capable of absorbing variations in planting position.

【0002】[0002]

【従来の技術】従来、この種の柱脚金物は、支柱の下端
にアンカーボルトの挿入される穴を設けた金属製のベー
スプレートを溶接して構成されている。
2. Description of the Related Art Conventionally, this type of pedestal metal member is constructed by welding a metal base plate having a hole into which an anchor bolt is inserted at the lower end of a column.

【0003】上記の穴は、アンカーボルトの植設誤差を
吸収できるようにアンカーボルトの直径よりも十分に大
きな直径に形成されている。
The hole is formed to have a diameter sufficiently larger than the diameter of the anchor bolt so as to absorb the implantation error of the anchor bolt.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記従
来の柱脚金物は、アンカーボルトの直径よりも十分に大
きな直径の穴を設けて、アンカーボルトの植設位置に多
少の誤差があってもアンカーボルトが挿入できるように
構成されているが、アンカーボルトの植設は、基礎コン
クリートに植設するために、精度よく位置決めすること
は困難であった。
However, in the above-described conventional column pedestal, a hole having a diameter sufficiently larger than the diameter of the anchor bolt is provided so that even if there is some error in the planting position of the anchor bolt, Although the bolts are configured so that they can be inserted, it was difficult to position the anchor bolts with high precision because the anchor bolts were planted in the foundation concrete.

【0005】そこで、本発明は、上記欠点を解決するた
めになされたものであって、その目的は、アンカーボル
トの植設誤差が大きくても十分に対応できる柱脚金物を
提供することにある。
Therefore, the present invention has been made in order to solve the above-mentioned drawbacks, and an object thereof is to provide a column pedestal member which can sufficiently cope with a large anchoring bolt installation error. .

【0006】[0006]

【課題を解決するための手段】本発明に係る柱脚金物
は、上記目的を達成するために、柱の下端に設けられる
ベースプレートを有するとともに、そのベースプレート
に基礎コンクリートに植設されたアンカーボルトの挿入
される穴を有する柱脚金物において、前記穴には、回動
自在に挿入されるとともに、前記アンカーボルトの挿入
できる長穴が開口されている調整部材を設けたことを特
徴としている。
In order to achieve the above-mentioned object, a column pedestal according to the present invention has a base plate provided at the lower end of the column, and an anchor bolt of a base concrete planted in the base plate. A column base metal article having a hole to be inserted is characterized in that the hole is provided with an adjusting member which is rotatably inserted and which has an elongated hole into which the anchor bolt can be inserted.

【0007】[0007]

【作用】上記構成において、調整部材を回動して、長穴
がアンカーボルト位置となるように調整し、その長穴に
アンカーボルトを挿入する。
In the above structure, the adjusting member is rotated to adjust the elongated hole to the anchor bolt position, and the anchor bolt is inserted into the elongated hole.

【0008】[0008]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。図1は、一実施例に係る柱脚金物の縦断面図であ
って、木柱からなる柱1の下端にはベースプレート2が
溶接により固定されている。なお、柱1は、ベースプレ
ート2上に溶接された枠体2a内に下端部が挿入されて
立設されるようになっていて、この枠体2aは、ベース
プレート2が後述のアンカーボルトで設定された後、溶
接により取り付けられる。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a vertical cross-sectional view of a column pedestal according to an embodiment, in which a base plate 2 is fixed to a lower end of a column 1 made of a wooden column by welding. In addition, the pillar 1 is configured such that a lower end portion is inserted into a frame body 2a welded onto the base plate 2 and is erected, and the base plate 2 is set by an anchor bolt described later. Then, it is attached by welding.

【0009】ベースプレート2には、複数個(図示の例
では2個)の穴3,3…が設けられている。この穴3の
直径は、基礎コンクリート4に下部が埋設され、上部が
突出して設けられているアンカーボルト5の直径よりも
十分に大きく決められている。つまり、アンカーボルト
5の植設誤差を十分に考慮して、従来の穴の直径よりも
大きく決められている。
The base plate 2 is provided with a plurality of holes (two in the illustrated example). The diameter of the hole 3 is determined to be sufficiently larger than the diameter of the anchor bolt 5 in which the lower portion is embedded in the basic concrete 4 and the upper portion is provided so as to project. That is, the diameter of the hole is determined to be larger than the diameter of the conventional hole in consideration of the planting error of the anchor bolt 5.

【0010】上記ベースプレート2は、基礎コンクリー
ト4の上方に、敷きモルタル6、いわゆるマンジュウを
介在させて載置され、アンカーボルト5にナット7を螺
合させて取付けられるが、このナット7によるベースプ
レート2の固定は、調整部材10を介在させて行われ
る。
The base plate 2 is placed above the foundation concrete 4 with a mortar 6, so-called manju intervening, and is attached by screwing a nut 7 onto the anchor bolt 5. Is fixed by interposing the adjusting member 10.

【0011】この調整部材10は、図2に斜視図で示さ
れるように、上部に穴3の直径よりも大きなつば部11
を有するとともに、下部にそのつば部11と一体的に構
成され、かつ穴3の直径よりも少し小さい直径を有する
とともに、穴3の深さよりも小さい厚みを有する挿入部
12を有している。そして、この調整部材10には、ア
ンカーボルト5が挿入できる長孔13が開口されてい
る。
As shown in the perspective view of FIG. 2, the adjusting member 10 has a collar portion 11 having a diameter larger than the diameter of the hole 3 in the upper portion.
And has an insertion portion 12 which is integrally formed with the collar portion 11 and has a diameter slightly smaller than the diameter of the hole 3 and a thickness smaller than the depth of the hole 3. The adjusting member 10 has a long hole 13 into which the anchor bolt 5 can be inserted.

【0012】したがって、この調整部材10は、穴3円
を回動することが可能であり、この回動により、長穴3
の長軸を直径とする円内に位置するアンカーボルト5を
挿入することが可能となる。
Therefore, the adjusting member 10 is capable of rotating the circle of the hole 3, and the rotation causes the elongated hole 3 to rotate.
It becomes possible to insert the anchor bolt 5 located in a circle having the long axis as the diameter.

【0013】このため、アンカーボルト5の植設に誤差
があっても調整部材10を介してナット7を締め付ける
と、ベースプレート2を基礎コンクリート4に強固に固
定することができる。
Therefore, even if there is an error in the installation of the anchor bolt 5, the base plate 2 can be firmly fixed to the foundation concrete 4 by tightening the nut 7 through the adjusting member 10.

【0014】図3及び図4は、本発明の他の実施例に係
る柱脚金物の縦断面図であって、ベースプレートが肉厚
のときに採用することができる。
FIGS. 3 and 4 are longitudinal sectional views of a column base metal article according to another embodiment of the present invention, which can be adopted when the base plate is thick.

【0015】すなわち、ベースプレート2の穴3の上部
には、調整部材20のつば部21に合致した段部2′を
設けておき、調整部材20の上面とベースプレート2の
上面とを一致するようにしている。なお、この調整部材
20のその他の構成要素の符号の1桁の数字は、上記第
1の実施例の数字と一致しているので、これ以上の説明
は省略する。
That is, a step portion 2'matching the flange portion 21 of the adjusting member 20 is provided above the hole 3 of the base plate 2 so that the upper surface of the adjusting member 20 and the upper surface of the base plate 2 are aligned with each other. ing. It should be noted that the one-digit numbers of the reference numerals of the other components of the adjusting member 20 are the same as the numbers in the first embodiment, so further explanation is omitted.

【0016】なお、上述の実施例では、柱1は木柱とし
たが、これを鉄骨柱としてもよい。
In the above-mentioned embodiment, the pillar 1 is a wooden pillar, but it may be a steel pillar.

【0017】[0017]

【発明の効果】本発明に係る柱脚金物は、柱の下端に設
けられるベースプレートを有するとともに、そのベース
プレートに基礎コンクリートに植設されたアンカーボル
トの挿入される穴を有する柱脚金物において、前記穴に
は、回動自在に挿入されるとともに、前記アンカーボル
トの挿入できる長穴が開口されている調整部材を設けた
ので、アンカーボルトの植設誤差を効果的に吸収してベ
ースプレートを基礎コンクリートに強固に固定すること
ができる。
The column pedestal according to the present invention has a base plate provided at the lower end of the column, and the column pedestal has holes for inserting anchor bolts planted in foundation concrete in the base plate. The hole is provided with an adjusting member that is inserted rotatably and has an elongated hole into which the anchor bolt can be inserted. Can be firmly fixed to.

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

【図1】本発明の一実施例に係る柱脚金物の縦断面図で
ある。
FIG. 1 is a vertical cross-sectional view of a column pedestal according to an embodiment of the present invention.

【図2】図1の調整部材の斜視図である。2 is a perspective view of the adjusting member of FIG. 1. FIG.

【図3】本発明の他の実施例に係る柱脚金物の縦断面図
である。
FIG. 3 is a vertical cross-sectional view of a column base metal article according to another embodiment of the present invention.

【図4】図3の調整部材の斜視図である。FIG. 4 is a perspective view of the adjusting member of FIG.

【符号の説明】[Explanation of symbols]

1 柱 2 ベースプレート 3 穴 4 基礎コンクリート 5 アンカーボルト 10,20 調整ボルト 13,23 長穴 1 Pillar 2 Base plate 3 Hole 4 Foundation concrete 5 Anchor bolt 10,20 Adjustment bolt 13,23 Oblong hole

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 柱の下端に設けられるベースプレートを
有するとともに、そのベースプレートに基礎コンクリー
トに植設されたアンカーボルトの挿入される穴を有する
柱脚金物において、 前記穴には、回動自在に挿入されるとともに、前記アン
カーボルトの挿入できる長穴が開口されている調整部材
を設けることを特徴とする柱脚金物。
1. A column pedestal having a base plate provided at the lower end of the column, and having a hole into which an anchor bolt is planted in the foundation concrete is inserted in the base plate, wherein the hole is rotatably inserted into the hole. A pedestal metal fitting, which is provided with an adjusting member having an elongated hole into which the anchor bolt can be inserted.
JP12535493A 1993-04-28 1993-04-28 Column base hardware Pending JPH06306944A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12535493A JPH06306944A (en) 1993-04-28 1993-04-28 Column base hardware

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12535493A JPH06306944A (en) 1993-04-28 1993-04-28 Column base hardware

Publications (1)

Publication Number Publication Date
JPH06306944A true JPH06306944A (en) 1994-11-01

Family

ID=14908060

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12535493A Pending JPH06306944A (en) 1993-04-28 1993-04-28 Column base hardware

Country Status (1)

Country Link
JP (1) JPH06306944A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09291542A (en) * 1996-04-26 1997-11-11 Artes:Kk Reinforced base of column using u-shaped anchor bolt
JPH1025746A (en) * 1996-07-10 1998-01-27 Hitachi Metals Ltd Fixing structure of steel-framed column base
WO2013040590A3 (en) * 2011-09-15 2013-05-02 SR Systems, LLC Construction system providing structural integrity with integral seal
WO2013148725A1 (en) * 2012-03-26 2013-10-03 SR Systems, LLC Anti-torsion construction system providing structural integrity and seismic resistance
US8726581B2 (en) 2011-09-15 2014-05-20 SR Systems, LLC Construction system providing structural integrity with integral seal
US8919050B2 (en) 2011-09-15 2014-12-30 SR Systems, LLC Anti-torsion construction system providing structural integrity and seismic resistance

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09291542A (en) * 1996-04-26 1997-11-11 Artes:Kk Reinforced base of column using u-shaped anchor bolt
JPH1025746A (en) * 1996-07-10 1998-01-27 Hitachi Metals Ltd Fixing structure of steel-framed column base
WO2013040590A3 (en) * 2011-09-15 2013-05-02 SR Systems, LLC Construction system providing structural integrity with integral seal
US8726581B2 (en) 2011-09-15 2014-05-20 SR Systems, LLC Construction system providing structural integrity with integral seal
US8919050B2 (en) 2011-09-15 2014-12-30 SR Systems, LLC Anti-torsion construction system providing structural integrity and seismic resistance
WO2013148725A1 (en) * 2012-03-26 2013-10-03 SR Systems, LLC Anti-torsion construction system providing structural integrity and seismic resistance
CN103917725A (en) * 2012-03-26 2014-07-09 Sr系统有限责任公司 Anti-torsion construction system providing structural integrity and seismic resistance
AU2013239793B2 (en) * 2012-03-26 2016-06-09 SR Systems, LLC Anti-torsion construction system providing structural integrity and seismic resistance

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