JPH05321281A - Bar arranging method for steel foundation column and underground beam - Google Patents

Bar arranging method for steel foundation column and underground beam

Info

Publication number
JPH05321281A
JPH05321281A JP16817792A JP16817792A JPH05321281A JP H05321281 A JPH05321281 A JP H05321281A JP 16817792 A JP16817792 A JP 16817792A JP 16817792 A JP16817792 A JP 16817792A JP H05321281 A JPH05321281 A JP H05321281A
Authority
JP
Japan
Prior art keywords
column
underground beam
hole
steel
steel foundation
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
JP16817792A
Other languages
Japanese (ja)
Inventor
Akihiro Kurita
明廣 栗田
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 JP16817792A priority Critical patent/JPH05321281A/en
Publication of JPH05321281A publication Critical patent/JPH05321281A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To connect a steel foundation column with an underground beam without equipping it with any haunch by providing a through hole in the foundation column, and inserting main rods of the beam through this hole. CONSTITUTION:A longitudinal through hole 2 is provided in a steel foundation column-A, which is installed stably in the position which is the center of the steel column. Main rods 3 of an underground beam are inserted through the hole 2 in the column-A and arranged as specified. Then mild steel bars are arranged, such as ribs 7 of the beam, main rods 5 of the column, hoops of the column, etc.

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、鉄骨基礎柱と基礎の
地中ばりの鉄筋配筋工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar arranging method for steel foundation columns and foundation underground beams.

【０００２】[0002]

【従来の技術】従来、鉄骨基礎柱を使用した基礎構造は
なかった。2. Description of the Related Art Conventionally, there has been no foundation structure using steel foundation columns.

【０００３】[0003]

【発明が解決しようとする課題】鉄骨基礎柱Ａ（１）と
地中ばりの主筋（３）との容易かつ経済的な主筋の配筋
接続方法がなかったSUMMARY OF THE INVENTION There has been no easy and economical connection method for the reinforcing bar of the steel foundation column A (1) and the reinforcing bar (3) of the underground beam.

【０００４】[0004]

【課題を解決するための手段】鉄骨基礎柱Ａ（１）に縦
長の貫通穴（２）を設ける。そして、地中ばりの主筋
（３）を貫通穴（２）に入れ、配筋をする。本発明は、
以上の構成よりなる地中ばりの鉄筋配筋方法である。Means for Solving the Problems A vertically long through hole (2) is provided in a steel foundation column A (1). Then, the main bar (3) of the underground beam is put into the through hole (2) to arrange the bar. The present invention is
This is a method of arranging reinforcing bars in the underground beam having the above configuration.

【０００５】[0005]

【作 用】地中ばりの主筋（３）が鉄骨基礎柱Ａ（１）
を貫通するので鉄筋配筋が容易化し、地中ばりと基礎柱
とを一体化構造にできる。[Operation] The main bar (3) of the underground beam is the steel foundation column A (1)
Since it penetrates through, the reinforcing bar arrangement is facilitated, and the underground beam and the foundation pillar can be integrated.

【０００６】[0006]

【実施例】以下、木発明の実施例について説明する。 （イ）縦長の貫通穴（２）を設けた鉄骨基礎柱Ａ（１）
を鉄骨柱の中心となる位置に安定した状態で据え付け
る。 （ロ）次に、地中ばりの主筋（３）を貫通穴（２）に挿
入して配筋をする。 （ハ）そして、地中ばりのあばら筋（７）．柱の主筋
（５）．柱の帯筋（６）などの鉄筋類を配筋すれば鉄筋
工事が完了する。Embodiments of the invention will be described below. (A) Steel-framed foundation pillar A (1) provided with a vertically long through hole (2)
Install in a stable position at the center of the steel column. (B) Next, the main bar (3) of the underground beam is inserted into the through hole (2) to arrange the bar. (C) And the stirrups in the underground (7). Pillar main line (5). Reinforcement work is completed by arranging the reinforcements such as the strips (6) of the columns.

【０００７】[0007]

【考案の効果】（イ）地中ばりにハンチを設ける事なく
基礎柱と地中ばりとを接続できる。 （ロ）鉄骨柱の応力を理想的に地中ばりに伝達できる。[Advantages of the Invention] (a) The foundation pillar and the underground beam can be connected without providing a haunch on the underground beam. (B) The stress of the steel column can be ideally transmitted to the underground beam.

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

【図１】本発明の配筋後の立面図であるFIG. 1 is an elevational view of the present invention after reinforcement.

【図２】本発明の配筋後のＡ〜Ａ断面平面図である。FIG. 2 is a cross-sectional plan view taken along line AA of the present invention after bar arrangement.

【符号の説明】[Explanation of symbols]

１．鉄骨基礎柱Ａ ２．貫通穴 ３．地中ばりの主筋 ４．位置出し棒 ５．柱の主筋 ６．柱の帯筋 ７．あばら筋 1. Steel foundation column A 2. Through hole 3. Underground beam main line 4. Positioning stick 5. Pillars of pillar 6. Pillar stirrup 7. Stirrups

Claims (1)

【特許請求の範囲】 本発明は、出願番号 特願平 ３−２５９９４０に使用
する鉄骨基礎柱Ａと地中ばりの配筋工法に関する。The present invention relates to a method for arranging steel foundation columns A and underground beams used in application number Japanese Patent Application No. 3-259940. 【請求項１】鉄骨基礎柱Ａ（１）に貫通穴（２）を設
け、貫通穴（２）に地中ばりの主筋（３）を貫通させた
鉄筋配筋工法。1. A reinforcing bar arranging method in which a through hole (2) is provided in a steel foundation column A (1) and a main bar (3) of an underground beam is passed through the through hole (2).
JP16817792A 1992-05-18 1992-05-18 Bar arranging method for steel foundation column and underground beam Pending JPH05321281A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16817792A JPH05321281A (en) 1992-05-18 1992-05-18 Bar arranging method for steel foundation column and underground beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16817792A JPH05321281A (en) 1992-05-18 1992-05-18 Bar arranging method for steel foundation column and underground beam

Publications (1)

Publication Number Publication Date
JPH05321281A true JPH05321281A (en) 1993-12-07

Family

ID=15863223

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16817792A Pending JPH05321281A (en) 1992-05-18 1992-05-18 Bar arranging method for steel foundation column and underground beam

Country Status (1)

Country Link
JP (1) JPH05321281A (en)

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