JPH0745683Y2 - Steel column base structure - Google Patents

Steel column base structure

Info

Publication number
JPH0745683Y2
JPH0745683Y2 JP7492090U JP7492090U JPH0745683Y2 JP H0745683 Y2 JPH0745683 Y2 JP H0745683Y2 JP 7492090 U JP7492090 U JP 7492090U JP 7492090 U JP7492090 U JP 7492090U JP H0745683 Y2 JPH0745683 Y2 JP H0745683Y2
Authority
JP
Japan
Prior art keywords
column base
steel column
angle member
anchor bolt
base structure
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.)
Expired - Lifetime
Application number
JP7492090U
Other languages
Japanese (ja)
Other versions
JPH0431902U (en
Inventor
弘 米津
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.)
Daiwa House Industry Co Ltd
Original Assignee
Daiwa House Industry 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 Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to JP7492090U priority Critical patent/JPH0745683Y2/en
Publication of JPH0431902U publication Critical patent/JPH0431902U/ja
Application granted granted Critical
Publication of JPH0745683Y2 publication Critical patent/JPH0745683Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は鉄骨柱脚を強固にする鉄骨柱脚構造に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a steel column base structure for strengthening a steel column base.

(従来の技術) 従来の鉄骨柱脚を強固にする方法として柱脚部を鉄筋コ
ンクリートで包み込む方法があるがこの方法は施工上手
間がかかり改良の余地があった。
(Prior Art) As a conventional method of strengthening a steel column base, there is a method of wrapping the column base with reinforced concrete, but this method requires time and effort for construction and there is room for improvement.

(考案が解決しようとする課題) 本考案は以上の従来の課題を解決し柱脚部の包み込みを
容易に施工出来る鉄骨柱脚構造の提供を目的とする。
(Problems to be Solved by the Invention) An object of the present invention is to provide a steel column base structure that solves the above-mentioned conventional problems and that can be easily wrapped around the column base.

(課題を解決するための手段) 本考案は以上の目的達成のために 1.基礎に突設されたアンカーボルト及びその周辺の埋込
アングル材と、前記アンカーボルトに固定される鉄骨柱
と、前記埋込アングル材に接続される接続アングル材
と、該接続アングル材で補強され鉄骨柱の柱脚を包み込
むコンクリートとからなる を提案するものである。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides: 1. An anchor bolt projecting from a foundation and an embedded angle member around the anchor bolt; and a steel column fixed to the anchor bolt. It is proposed that the connecting angle member is connected to the embedded angle member, and the concrete reinforced by the connecting angle member and enclosing the column base of the steel frame pillar.

(作用) (1)本考案の構造は特に基礎に埋込アングル材が突設
されるため柱脚部のコンクリートによる包み込み施工が
容易である。
(Operation) (1) Since the embedded angle member is projected from the foundation, the structure of the present invention makes it easy to wrap the column base with concrete.

(2)本考案の構造は特に基礎に埋込アングル材が突設
されるため配筋作業が極めて容易になる。
(2) In the structure of the present invention, since the embedded angle member is protruded from the foundation, the bar arrangement work becomes extremely easy.

(実施例) 以下本考案の鉄骨柱脚構造を図面に示す実施例に従い説
明する。
(Embodiment) A steel column base structure of the present invention will be described below with reference to an embodiment shown in the drawings.

第1図及び第2図は本考案の鉄骨柱脚構造を示し、該構
造は基礎(1)に突設されたアンカーボルト(2)を有
する。
1 and 2 show a steel column base structure of the present invention, which has an anchor bolt (2) projecting from a foundation (1).

該アンカーボルト(2)の周囲には埋込アングル材
(3)が同様に基礎(1)に突設される。
An embedded angle member (3) is similarly projected from the foundation (1) around the anchor bolt (2).

次に下端のベース板(6)の孔(6a)において鉄骨柱
(5)が前記アンカーボルト(2)に固定される。
Next, the steel column (5) is fixed to the anchor bolt (2) in the hole (6a) of the base plate (6) at the lower end.

この状態で埋込アングル材(3)の上方に接続アングル
材(8)がプレート(9)等で接続される。
In this state, the connecting angle member (8) is connected to the upper portion of the embedded angle member (3) by the plate (9) or the like.

次に接続アングル材(8)を囲む状態でフープ筋を配し
第3図に示す様にコンクリート(10)を打設して鉄骨柱
(5)の柱脚を包み込むのである。
Next, hoop reinforcements are arranged in a state of surrounding the connection angle member (8), and concrete (10) is cast as shown in FIG. 3 to wrap the column base of the steel frame column (5).

(考案の効果) 本考案の鉄骨柱脚構造の実施例は以上の通りでありその
効果を次に列記する。
(Effects of the Invention) The embodiments of the steel column base structure of the present invention are as described above, and the effects are listed below.

(1)本考案の構造は特に基礎に埋込アングル材が突設
されるため柱脚部のコンクリートによる包み込み施工が
容易である。
(1) In the structure of the present invention, since the embedded angle member is projected on the foundation, it is easy to wrap the column base with concrete.

(2)本考案の構造は特に基礎に埋込アングル材が突設
されるため配筋作業が極めて容易になる。
(2) In the structure of the present invention, since the embedded angle member is protruded from the foundation, the bar arrangement work becomes extremely easy.

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

第1図は本考案の構造の斜視図 第2図は同上構造が適用される基礎の正面図 第3図は同上構造の完成状態の正面図 1:基礎 2:アンカーボルト 3:埋込アングル材 5:鉄骨柱 6:ベース板 6a:孔 8:接続アングル材 9:プレート 10:コンクリート Fig. 1 is a perspective view of the structure of the present invention. Fig. 2 is a front view of a foundation to which the above structure is applied. Fig. 3 is a front view of the structure as above in a completed state. 1: Foundation 2: Anchor bolt 3: Embedded angle member 5: Steel column 6: Base plate 6a: Hole 8: Connection angle material 9: Plate 10: Concrete

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】基礎に突設されたアンカーボルト及びその
周囲の埋込アングル材と、前記アンカーボルトに固定さ
れる鉄骨柱と、前記埋込アングル材に接続される接続ア
ングル材と、該接続アングル材で補強され鉄骨柱の柱脚
を包み込むコンクリートとからなる鉄骨柱脚構造
1. An anchor bolt projecting from a foundation and an embedded angle member around the anchor bolt, a steel column fixed to the anchor bolt, a connection angle member connected to the embedded angle member, and the connection. Steel column base structure consisting of concrete reinforced with angle materials and wrapping the column base of the steel frame column
JP7492090U 1990-07-13 1990-07-13 Steel column base structure Expired - Lifetime JPH0745683Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7492090U JPH0745683Y2 (en) 1990-07-13 1990-07-13 Steel column base structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7492090U JPH0745683Y2 (en) 1990-07-13 1990-07-13 Steel column base structure

Publications (2)

Publication Number Publication Date
JPH0431902U JPH0431902U (en) 1992-03-16
JPH0745683Y2 true JPH0745683Y2 (en) 1995-10-18

Family

ID=31615043

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7492090U Expired - Lifetime JPH0745683Y2 (en) 1990-07-13 1990-07-13 Steel column base structure

Country Status (1)

Country Link
JP (1) JPH0745683Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2587345Y2 (en) * 1992-05-22 1998-12-16 清水建設株式会社 Pillar structure

Also Published As

Publication number Publication date
JPH0431902U (en) 1992-03-16

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