JPH09317202A - Reinforcement structure of column - Google Patents

Reinforcement structure of column

Info

Publication number
JPH09317202A
JPH09317202A JP14053996A JP14053996A JPH09317202A JP H09317202 A JPH09317202 A JP H09317202A JP 14053996 A JP14053996 A JP 14053996A JP 14053996 A JP14053996 A JP 14053996A JP H09317202 A JPH09317202 A JP H09317202A
Authority
JP
Japan
Prior art keywords
column
steel tube
steel pipe
flange
elliptical section
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Withdrawn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
JP14053996A
Other languages
Japanese (ja)
Inventor
Takanori Sato
孝典 佐藤
Toshiyuki Shioya
俊幸 塩屋
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP14053996A priority Critical patent/JPH09317202A/en
Publication of JPH09317202A publication Critical patent/JPH09317202A/en
Withdrawn legal-status Critical Current

Links

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  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To increase the reinforcement effect by the ring tension effect by surrounding the outer circumference of an existing column of rectangular section made of reinforced concrete by a steel tube of elliptical section, filling the filler inside thereof, and solidifying it to control expansion of the dimension of the column. SOLUTION: The outer circumference of a column 11 is surrounded by a steel tube 22 of elliptical section in order to reinforce the existing column 11 of rectangular section made of reinforced concrete, and mortar 14 is filled in a space between the column 11 and the steel tube 22 of elliptical section, and solidified. The steel tube 22 of elliptical section is split into a plurality of sections in the longitudinal direction, a joining part 23 is welded, a flange is provided on the joining part 23, and tightened by bolts and nuts. In a case of a flange, expansion of dimensions in the shorter axial direction is controlled by providing the flange in the longer axial direction of the ellipse. By using the steel tube 22 of elliptical section, dimensional expansion in the shorter axial direction caused by reinforcement is controlled, and the reinforcement effect is increased by the ring tension effect of the steel tube 22 of elliptical section.

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、主に既設の柱を補
強する場合の補強構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly relates to a reinforcing structure for reinforcing existing columns.

【0002】[0002]

【従来の技術】鉄筋コンクリート構造の既設角柱の一般
的な補強は、図5に示すように、既設柱1の外周を断面
角形の鋼管2で包囲することにより行っている。この場
合、強度アップのために、既設柱1と鋼管2の間に空間
を確保し、その空間にモルタルを充填することもよく行
われている。
2. Description of the Related Art A general reinforcement of an existing rectangular column having a reinforced concrete structure is carried out by surrounding the outer periphery of the existing column 1 with a steel pipe 2 having a rectangular cross section as shown in FIG. In this case, in order to increase the strength, it is often practiced to secure a space between the existing column 1 and the steel pipe 2 and fill the space with mortar.

【0003】ところで、特定の環境で用いられる柱に、
縦横寸法の異なる偏平断面の柱がある。このような柱
は、短寸法側の断面寸法を大きくできない理由があるこ
とが多い。
By the way, the pillars used in a specific environment are
There are columns with flat cross-sections with different vertical and horizontal dimensions. There are many reasons why such a column cannot have a large cross-sectional dimension on the short dimension side.

【0004】このような偏平断面の柱を補強する場合、
従来一般のごとく、図6に示すように、既設柱11の外
周を同形状の矩形鋼管12で包囲する方法と、図7に示
すように、既設柱11を収容できる大きさの円形鋼管1
3で柱11を包囲し、隙間にモルタル14を充填する方
法をとることがある。
When reinforcing a column having such a flat cross section,
As in a conventional general method, as shown in FIG. 6, a method of surrounding the outer circumference of an existing column 11 with a rectangular steel pipe 12 having the same shape, and, as shown in FIG. 7, a circular steel pipe 1 having a size capable of accommodating the existing column 11.
In some cases, the pillar 11 is surrounded by 3 and the mortar 14 is filled in the gap.

【0005】[0005]

【発明が解決しようとする課題】ところが、図6に示す
ように矩形鋼管12で包囲した場合は、柱11に軸力が
作用し、図中二点鎖線で示すように外方に柱11が膨ら
もうとした場合、それに抵抗する鋼管12のリングテン
ションが弱く、そのため補強効果が低いという問題があ
る。また、図7に示すように円形鋼管13で包囲した場
合は、寸法拡大を望まない短寸側の断面寸法が拡大して
しまうという問題があった。
However, when it is surrounded by the rectangular steel pipe 12 as shown in FIG. 6, an axial force acts on the column 11, and the column 11 is outwardly extended as shown by a chain double-dashed line in the figure. When trying to inflate, there is a problem that the ring tension of the steel pipe 12 that resists it is weak and therefore the reinforcing effect is low. Further, as shown in FIG. 7, when surrounded by the circular steel pipe 13, there is a problem that the cross-sectional dimension on the short side, which is not desired to be enlarged, is enlarged.

【0006】本発明は、上記事情を考慮し、所望の一方
向の寸法の拡大を抑えつつ、補強効果を高めることがで
きる柱の補強構造を提供することを目的とする。
In view of the above circumstances, it is an object of the present invention to provide a column reinforcing structure capable of enhancing the reinforcing effect while suppressing the expansion of a desired dimension in one direction.

【0007】[0007]

【課題を解決するための手段】請求項1の発明は、柱の
外周を楕円鋼管で包囲し、柱と鋼管の間に充填材を充填
し固化させたことを特徴とする。
The invention according to claim 1 is characterized in that the outer periphery of the column is surrounded by an elliptical steel pipe, and a filler is filled between the column and the steel pipe to solidify.

【0008】請求項2の発明は、請求項1において、前
記楕円鋼管を周方向に複数割りし、柱の外周を包囲した
状態で相互に接合したことを特徴とする。
According to a second aspect of the present invention, in the first aspect, the elliptic steel pipes are divided into a plurality of pieces in the circumferential direction and are joined to each other while surrounding the outer circumference of the column.

【0009】請求項3の発明は、請求項2において、前
記楕円鋼管の長軸上にフランジを設け、該フランジで複
数割りされた楕円鋼管を接合したことを特徴とする。
According to a third aspect of the present invention, in the second aspect, a flange is provided on the major axis of the elliptical steel pipe, and the elliptic steel pipe divided into a plurality of parts by the flange is joined.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施形態を図面に
基づいて説明する。図1は第1実施形態の水平断面図で
ある。この実施形態では、既設の長方形断面(偏平断
面)の柱11の外周を同じ方向に長い楕円鋼管22で包
囲し、柱11と楕円鋼管22の間の空間にモルタル(充
填材)14を充填している。楕円鋼管22は短軸に沿っ
た切断線により半割りしたもので、2つ合わせて柱11
を包囲した状態で、接合部23で溶接してある。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a horizontal sectional view of the first embodiment. In this embodiment, the outer circumference of an existing column 11 having a rectangular cross section (flat cross section) is surrounded by an elliptical steel pipe 22 that is long in the same direction, and the space between the column 11 and the elliptical steel pipe 22 is filled with mortar (filler) 14. ing. The elliptical steel pipe 22 is divided in half by the cutting line along the minor axis.
Are welded at the joint 23 in a state of being surrounded.

【0011】この構造の場合、楕円鋼管22で既設の柱
11を包囲してあるので、短軸方向の寸法拡大を極力抑
えることができる。また、鋼管22のリングテンション
効果を期待することができるので、そのリングテンショ
ンにより、モルタル14及び柱11を外周から締め付け
ることができ、補強効果を高めることができる。
In the case of this structure, since the existing column 11 is surrounded by the elliptical steel pipe 22, the dimension expansion in the minor axis direction can be suppressed as much as possible. Further, since the ring tension effect of the steel pipe 22 can be expected, the mortar 14 and the column 11 can be tightened from the outer periphery by the ring tension, and the reinforcing effect can be enhanced.

【0012】分割数や分割位置は任意に設定することが
でき、図2に示す第2実施形態においては、3つ割りに
している。
The number of divisions and division positions can be set arbitrarily, and in the second embodiment shown in FIG. 2, it is divided into three.

【0013】また、分割したものを接合する手段として
は、溶接以外にフランジを利用することもできる。図3
の第3実施形態では、楕円鋼管22の短軸25上に分割
位置を設定し、その位置にフランジ24を設け、ボルト
締めしている。この構造であると、寸法拡大を望まない
短軸方向の寸法が大きくなってしまうので、図4の第4
実施形態では、長軸26上に分割位置を設定し、その位
置にフランジ24を設けてボルト締めしている。こうす
ると、短軸方向にフランジ24が出っ張らないので、短
軸方向の寸法拡大を極力抑えることができる。
As means for joining the divided pieces, a flange can be used instead of welding. FIG.
In the third embodiment, the split position is set on the short axis 25 of the elliptical steel pipe 22, the flange 24 is provided at that position, and the bolt is tightened. With this structure, the dimension in the minor axis direction, which is not desired to be enlarged, becomes large.
In the embodiment, the division position is set on the major axis 26, the flange 24 is provided at that position, and the bolt is tightened. In this case, since the flange 24 does not project in the short axis direction, the dimension expansion in the short axis direction can be suppressed as much as possible.

【0014】なお、既設の柱以外に適用してももちろん
よい。
Of course, the present invention may be applied to other than existing columns.

【0015】[0015]

【発明の効果】以上説明したように、請求項1の発明に
よれば、楕円鋼管で柱を包囲しているので、短軸方向の
寸法拡大を極力抑えることができ、また、楕円鋼管のリ
ングテンション効果を期待することができるので、補強
効果を高めることもできる。
As described above, according to the first aspect of the invention, since the column is surrounded by the elliptical steel pipe, the dimension expansion in the minor axis direction can be suppressed as much as possible, and the ring of the elliptical steel pipe can be suppressed. Since the tension effect can be expected, the reinforcing effect can be enhanced.

【0016】請求項2の発明によれば、楕円鋼管を複数
割りしたので、既設柱に周囲に容易に取り付けることが
できる。
According to the second aspect of the present invention, since the oval steel pipe is divided into a plurality of pieces, it is possible to easily attach the oval steel pipe to the periphery of the existing column.

【0017】請求項3の発明によれば、複数に割った楕
円鋼管を接合するフランジを短軸上に配置したので、短
軸方向の寸法拡大を極力抑えつつ、無溶接で楕円鋼管を
既設柱の周囲に取り付けることができ、作業性がよい。
According to the invention of claim 3, since the flange for joining the oval steel pipe divided into a plurality of pieces is arranged on the short axis, the oval steel pipe can be installed without welding while suppressing the dimensional expansion in the short axis direction as much as possible. It can be attached to the surrounding area and has good workability.

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

【図1】本発明の第1実施形態の水平断面図である。FIG. 1 is a horizontal sectional view of a first embodiment of the present invention.

【図2】本発明の第2実施形態の水平断面図である。FIG. 2 is a horizontal sectional view of a second embodiment of the present invention.

【図3】本発明の第3実施形態の水平断面図である。FIG. 3 is a horizontal sectional view of a third embodiment of the present invention.

【図4】本発明の第4実施形態の水平断面図である。FIG. 4 is a horizontal sectional view of a fourth embodiment of the present invention.

【図5】従来の補強構造の水平断面図である。FIG. 5 is a horizontal sectional view of a conventional reinforcing structure.

【図6】別の従来の補強構造の水平断面図である。FIG. 6 is a horizontal sectional view of another conventional reinforcing structure.

【図7】さらに別の従来の補強構造の水平断面図であ
る。
FIG. 7 is a horizontal sectional view of still another conventional reinforcing structure.

【符号の説明】 11 柱 14 モルタル 22 楕円鋼管 23 接合部 24 フランジ 26 長軸[Explanation of Codes] 11 Column 14 Mortar 22 Elliptical Steel Pipe 23 Joint 24 Flange 26 Long Axis

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 柱の外周を楕円鋼管で包囲し、柱と鋼管
の間に充填材を充填し固化させたことを特徴とする柱の
補強構造。
1. A reinforcing structure for a column, characterized in that the outer periphery of the column is surrounded by an elliptical steel pipe, and a filling material is filled between the column and the steel pipe and solidified.
【請求項2】 前記楕円鋼管を周方向に複数割りし、柱
の外周を包囲した状態で相互に接合したことを特徴とす
る請求項1記載の柱の補強構造。
2. The column reinforcing structure according to claim 1, wherein a plurality of the oval steel pipes are divided in the circumferential direction, and the elliptic steel pipes are joined to each other while surrounding the outer periphery of the column.
【請求項3】 前記楕円鋼管の長軸上にフランジを設
け、該フランジで複数割りされた楕円鋼管を接合したこ
とを特徴とする請求項2記載の柱の補強構造。
3. The column reinforcing structure according to claim 2, wherein a flange is provided on the major axis of the elliptical steel pipe, and an elliptic steel pipe divided by the flange is joined.
JP14053996A 1996-06-03 1996-06-03 Reinforcement structure of column Withdrawn JPH09317202A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14053996A JPH09317202A (en) 1996-06-03 1996-06-03 Reinforcement structure of column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14053996A JPH09317202A (en) 1996-06-03 1996-06-03 Reinforcement structure of column

Publications (1)

Publication Number Publication Date
JPH09317202A true JPH09317202A (en) 1997-12-09

Family

ID=15271033

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14053996A Withdrawn JPH09317202A (en) 1996-06-03 1996-06-03 Reinforcement structure of column

Country Status (1)

Country Link
JP (1) JPH09317202A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007321354A (en) * 2006-05-30 2007-12-13 Jfe Engineering Kk Reinforcing structure for square pier stud, reinforcing structure for base of the square pier stud, and method of constructing the same
CN101922239A (en) * 2010-05-25 2010-12-22 广州华特建筑结构设计事务所 Steel die-concrete underpinning device and construction method thereof
JP2011132775A (en) * 2009-12-25 2011-07-07 Ohbayashi Corp Aseismatic reinforcing panel and method of aseismatic reinforcement
DE102011118854A1 (en) * 2011-11-18 2013-05-23 Rwe Power Aktiengesellschaft Method for retrofitting a containment for nuclear power plants
CN105239788A (en) * 2015-10-14 2016-01-13 华南理工大学 Reinforcing structure for reinforcing concrete column and construction method of reinforcing structure
CN107989392A (en) * 2017-11-27 2018-05-04 山东电力工业锅炉压力容器检验中心有限公司 A kind of damaged damage reinforcement means of power transmission and transformation reinforced concrete pipe

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007321354A (en) * 2006-05-30 2007-12-13 Jfe Engineering Kk Reinforcing structure for square pier stud, reinforcing structure for base of the square pier stud, and method of constructing the same
JP4544202B2 (en) * 2006-05-30 2010-09-15 Jfeエンジニアリング株式会社 Reinforcing structure of rectangular pedestal, reinforcing structure of base of rectangular pedestal, and construction method thereof
JP2011132775A (en) * 2009-12-25 2011-07-07 Ohbayashi Corp Aseismatic reinforcing panel and method of aseismatic reinforcement
CN101922239A (en) * 2010-05-25 2010-12-22 广州华特建筑结构设计事务所 Steel die-concrete underpinning device and construction method thereof
DE102011118854A1 (en) * 2011-11-18 2013-05-23 Rwe Power Aktiengesellschaft Method for retrofitting a containment for nuclear power plants
CN105239788A (en) * 2015-10-14 2016-01-13 华南理工大学 Reinforcing structure for reinforcing concrete column and construction method of reinforcing structure
CN107989392A (en) * 2017-11-27 2018-05-04 山东电力工业锅炉压力容器检验中心有限公司 A kind of damaged damage reinforcement means of power transmission and transformation reinforced concrete pipe

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A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20030805