JP2003090012A - Pier reinforcing structure by corrugated steel material - Google Patents

Pier reinforcing structure by corrugated steel material

Info

Publication number
JP2003090012A
JP2003090012A JP2001280946A JP2001280946A JP2003090012A JP 2003090012 A JP2003090012 A JP 2003090012A JP 2001280946 A JP2001280946 A JP 2001280946A JP 2001280946 A JP2001280946 A JP 2001280946A JP 2003090012 A JP2003090012 A JP 2003090012A
Authority
JP
Japan
Prior art keywords
pier
corrugated steel
steel material
reinforced
reinforcing
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
JP2001280946A
Other languages
Japanese (ja)
Inventor
Haruo Abukawa
東雄 虻川
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.)
Toko Tekko KK
Original Assignee
Toko Tekko KK
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 Toko Tekko KK filed Critical Toko Tekko KK
Priority to JP2001280946A priority Critical patent/JP2003090012A/en
Publication of JP2003090012A publication Critical patent/JP2003090012A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a pier reinforcing structure by a corrugated steel material being reinforced by the corrugated steel material and improving buckling- resistant characteristics while also enhancing vertical compressive strength. SOLUTION: In the pier reinforcing structure by the corrugated steel material, a reinforcing sheathing material (2) composed of the corrugated steel material is wound on the whole outer circumference of a pier body (1) to be reinforced so that a corrugation turns vertical and the whole corrugated steel material is fastened and fixed.

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、波形鋼材(大型デ
ッキプレート)からなる補強外装材を橋脚の周囲に巻き
付け緊締固着した波形鋼材による橋脚補強構造に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pier reinforcement structure made of corrugated steel in which a reinforcing exterior material made of corrugated steel (large deck plate) is wrapped around a pier and tightly secured.

【0002】[0002]

【従来の技術】新幹線、在来線、私鉄、モノレール等各
種鉄道、高速自動車道、都市内自動車専用道路等は土地
の有効利用や騒音・振動等の公害緩和の観点から長大な
桁材を橋脚で支持する高架式のものが多い。
2. Description of the Related Art Various types of railways such as Shinkansen, conventional lines, private railways, monorails, highways, expressways for cities, etc. are made of long girders from the viewpoint of effective use of land and mitigation of pollution such as noise and vibration. There are many elevated types that are supported by.

【0003】河川における橋梁はもとより、山岳地帯に
設けられる道路でも、山や丘等の高地を越えるトンネル
に対して谷や河川等の低地を横切るには道路橋が用いら
れ、これらも多くの橋脚によって支持されている。
Not only bridges in rivers but also roads provided in mountainous areas are used to cross tunnels over highlands such as mountains and hills to cross lowlands such as valleys and rivers, and many of these piers are also used. Supported by.

【0004】このような橋梁の素材には、最も広く用い
られるコンクリートのほか、鋼材、さらに旧来のもので
は煉瓦、石材等も使用され、荷重の種類、規模、用途等
に応じて適宜選定される。構造的にも桁橋、アーチ橋、
ラーメン橋、吊り橋等のように多種多様なものが存在す
る。
In addition to the most widely used concrete, steel materials such as bricks and stone materials are also used as materials for such bridges, and they are appropriately selected according to the type of load, scale, application, etc. . Structurally, girder bridge, arch bridge,
There are various types such as ramen bridges and suspension bridges.

【0005】しかし、経済性ならびに実用性を重視する
自動車専用道路や鉄道線路用橋梁にあっては、鉄筋コン
クリートやPSコンクリート等による橋脚で桁材を支持
する鉄筋コンクリート橋梁が多く使用されている。この
ような鉄筋コンクリート製橋脚については、阪神・淡路
大震災により橋脚が破壊して自動車専用道路が横倒しに
なる大被害が発生している。
However, for automobile roads and railway track bridges, which place importance on economical efficiency and practicality, reinforced concrete bridges in which girders are supported by bridge piers made of reinforced concrete or PS concrete are often used. With regard to such reinforced concrete bridge piers, the Great Hanshin-Awaji Earthquake caused the bridge piers to be destroyed and the motorway to fall sideways.

【0006】このような地震による橋梁の破壊は、激震
に伴い鉄筋コンクリート製橋脚が座屈により損壊し、不
等応力を受けた隣接する橋脚もこれに耐えられず同様に
損壊したため複数区間にわたり自動車道が横倒しとな
り、完全復旧までに数カ月に及ぶ長期間を要したことは
記憶に新しい。
When the bridge is destroyed by such an earthquake, the reinforced concrete bridge piers were damaged by buckling due to the severe earthquake, and the adjacent piers that were subjected to unequal stress were also unable to withstand this and similarly damaged. It was new to my memory that he had fallen over and that it took several months to complete recovery.

【0007】このような被害は、鉄筋コンクリート製橋
脚を使用する全ての橋梁類に及ぶ可能性があり、その対
策が急がれている。現在、実際に採用されている補強対
策は、橋脚の外周全体に鋼板、グラスファイバーやカー
ボンファイバーで補強されたFRP板等を巻き付けるも
のであり、これにより橋脚の座屈現象を防止することを
目的とするものである。なお、座屈を生ずる橋脚は、鉄
筋コンクリートに限られず、煉瓦、石材等を素材とする
旧来の橋梁でも可能性がある。
There is a possibility that such damage may affect all bridges using reinforced concrete bridge piers, and countermeasures against it are urgently needed. Currently, the reinforcement measures actually adopted are to wind steel plate, FRP plate reinforced with glass fiber or carbon fiber, etc. around the entire circumference of the pier, which aims to prevent the buckling phenomenon of the pier. It is what The bridge pier that causes buckling is not limited to reinforced concrete, but may be a conventional bridge made of brick, stone, or the like.

【0008】このように各種橋脚類の座屈防止を企図す
る場合、補強外装材の強度はコンピュータを援用したシ
ミュレーション等で行われるものの、震度の想定が容易
ではなく、鋼板の種類、厚さ、取り付け方法にも十分に
配慮することが必要となる。特に、鋼板やFRP板は座
屈箇所における橋脚部材の横ずれによる損壊を防止しよ
うとするものであるが、鋼板やFRP板自体には周知の
とおり上下(縦)方向の圧縮荷重を支える機能はなく、
万全の補強対策とは言い難い。
When attempting to prevent buckling of various bridge piers in this way, although the strength of the reinforced exterior material is determined by a computer-aided simulation or the like, it is not easy to estimate the seismic intensity, and the type and thickness of steel sheet, It is necessary to give sufficient consideration to the mounting method. In particular, steel plates and FRP plates are intended to prevent damage due to lateral displacement of pier members at buckling points, but steel plates and FRP plates themselves do not have the function of supporting vertical (longitudinal) compressive loads, as is well known. ,
It is hard to say that it is a perfect reinforcement measure.

【0009】[0009]

【発明が解決しようとする課題】本発明は、上記事情に
鑑みなされたもので、波形鋼材により補強され、抗座屈
特性を高めると同時に縦(垂直)方向の圧縮荷重に対す
る強度をも向上させることができる、波形鋼材による橋
脚補強構造を提供することを課題とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and is reinforced by a corrugated steel material to enhance the anti-buckling property and at the same time improve the strength against a compressive load in the vertical (vertical) direction. It is an object of the present invention to provide a pier reinforcement structure using corrugated steel that can be used.

【0010】[0010]

【課題を解決するための手段】本発明の課題は、補強す
べき橋脚本体1、11の外周全体に、波形鋼材からなる
補強外装材2、12をその波形が縦向となる向きに巻き
回し、該波形鋼材全体を緊締固着した波形鋼材による橋
脚補強構造によって解決される。
SUMMARY OF THE INVENTION An object of the present invention is to wind a reinforcing exterior material 2 or 12 made of corrugated steel material around the entire circumference of a pier body 1 or 11 to be reinforced in a direction in which the corrugations are oriented vertically. This is solved by a bridge pier reinforcement structure made of corrugated steel in which the entire corrugated steel is tightened and fixed.

【0011】本発明にかかる波形鋼材による橋脚補強構
造では、前記波形鋼材の凸部と橋脚本体との間隙に生コ
ンクリートまたはモルタルを充填することができる。ま
た、前記波形鋼材全体の緊締固着手段としては、波形鋼
材の端部同士を溶接することを採用することができ、さ
らには鋼帯、鋼棒、ワイヤロープ等の端部に緊締調整手
段4を設けた締付け部材3を適宜間隔毎に取り付けて実
施することを採用することができる。
In the bridge pier reinforcement structure of the corrugated steel material according to the present invention, ready-mixed concrete or mortar can be filled in the gap between the convex portion of the corrugated steel material and the main body of the pier. Further, as the tightening and fixing means for the entire corrugated steel material, it is possible to employ welding of the end portions of the corrugated steel material, and further, the tightening adjusting means 4 is attached to the end portions of the steel strip, the steel rod, the wire rope, etc. It is possible to adopt a method in which the provided tightening members 3 are attached at appropriate intervals to carry out.

【0012】また、この橋脚補強構造は、既設橋脚を補
強して耐震強度を高める際に適用可能であることはもと
より、新設橋脚の場合には型枠として当初から適用し、
コンクリートが固化した後も補強外装材としてそのまま
残存させることができる。
Further, this pier reinforcement structure is applicable not only when reinforcing the existing piers to increase the seismic strength, but also when applied to the new piers as a formwork from the beginning,
Even after the concrete is solidified, it can be left as it is as a reinforcing exterior material.

【0013】本発明にかかる橋脚補強構造において重要
な役割を果たす波形鋼材とは、図4に示すように、一般
構造用圧延鋼材(JIS G−3101に準拠)を有角
波形加工したもので、JIS G−3352に準拠して
プランクシートなる商品名で市販されている高強度構築
材である大型デッキプレートである。この大型デッキプ
レートの素材となる鋼板の板厚は、JIS規格に準拠し
て2.3mmから6.0mmまで各種揃っており、補強
すべき橋脚の構造、断面形状、高さ、支持する桁重量、
用途、重要度等に応じて適宜寸法の鋼板を選択すること
ができる。
The corrugated steel material that plays an important role in the pier reinforcement structure according to the present invention is, as shown in FIG. 4, a corrugated steel material for general structure (in conformity with JIS G-3101) which is corrugated. It is a large deck plate that is a high-strength construction material marketed under the trade name of plank sheet in accordance with JIS G-3352. The plate thickness of the steel plate that is the material for this large deck plate is various from 2.3 mm to 6.0 mm in accordance with the JIS standard, and the structure, cross-sectional shape, height, and girder weight of the pier to be reinforced are supported. ,
A steel plate having an appropriate size can be selected according to the application, the degree of importance, and the like.

【0014】大形デッキプレート(波形鋼材)は橋脚外
表面に適合せしめる必要があるが、既設橋脚の補強にあ
たっては、橋脚の設計寸法に合わせて所要枚数接合し、
所望曲率で曲げ加工して塑性変形させた部材を構成し、
現場において取り付けおよび緊締固着等を行う。
The large deck plate (corrugated steel material) needs to be fitted to the outer surface of the pier, but when reinforcing the existing pier, the required number of joints are made according to the design dimensions of the pier,
Configure a member that is plastically deformed by bending with a desired curvature,
Install and tighten the fasteners on site.

【0015】新設橋脚にあっては、上記大形デッキプレ
ート(波形鋼材)により形成される補強外装材自体を型
枠として使用でき、コンクリート固化後もそのまま外装
部材とする。建設工事にあたっては、予め基礎および橋
脚に必要な鉄筋の組立を行いその垂直脚部の周囲に波形
鋼材製補強外装材を型枠として立設し、生コンクリート
の打設を行う。
In the new bridge pier, the reinforcing exterior material itself formed by the large deck plate (corrugated steel material) can be used as a formwork, and is used as an exterior member as it is after solidification of concrete. Before the construction work, the rebars necessary for the foundation and bridge piers are assembled in advance, and the corrugated steel reinforced exterior material is erected around the vertical legs as a form, and ready-mixed concrete is poured.

【0016】本発明にかかる波形鋼材による橋脚補強構
造によれば、波形鋼材製の橋脚補強外装材が、内部の被
補強橋脚の全周を強固に保持しており、平鋼板やFRP
板による補強材に比して高強度の耐震補強を達成するこ
とができる。横揺れに対する抗力が増すことはもとよ
り、縦荷重に対しても十分な補強効果が得られ、全体的
に耐震性を向上させることができる。
According to the pier reinforcement structure of corrugated steel according to the present invention, the pier reinforcement exterior material made of corrugated steel firmly holds the entire circumference of the pier to be reinforced inside, and the flat steel plate or FRP is used.
It is possible to achieve high-strength seismic reinforcement as compared with a plate reinforcement. Not only the resistance to rolling is increased, but also a sufficient reinforcing effect is obtained against vertical loads, and the overall seismic resistance can be improved.

【0017】このように橋脚の外周全体を波形鋼材で覆
う結果、コンクリートの脆化やひび割れの発生も防止で
きることになり、当初の費用増加を超越する補強効果な
らびに寿命の延長を達成することができる。
As described above, as a result of covering the entire outer periphery of the pier with the corrugated steel material, it becomes possible to prevent the occurrence of embrittlement and cracking of the concrete, and it is possible to achieve the reinforcing effect and the extension of the life exceeding the initial cost increase. .

【0018】[0018]

【発明の実施の形態】次に、添付図を参照しながら本発
明の実施の形態を開示する。図1は、本発明にかかる波
形鋼材による橋脚補強構造を示す断面及び正面モデル図
である。コンクリートの打設された橋脚本体1は、この
実施の形態ではその形状を円柱状としているが、橋脚本
体の形状は長円形、楕円形、長方形等の断面であっても
差し支えない。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, embodiments of the present invention will be disclosed with reference to the accompanying drawings. FIG. 1 is a cross-sectional view and a front model view showing a bridge pier reinforcing structure using a corrugated steel material according to the present invention. Although the concrete pier main body 1 has a cylindrical shape in this embodiment, the pier main body 1 may have an oval, elliptical or rectangular cross section.

【0019】波形鋼材による補強外装材2は、橋脚全周
を包囲しており、さらにこの補強外装材2の外周の適宜
箇所、例えば根元側、桁材に近い上方のほか中間に数カ
所程度、鋼帯、鋼棒、ワイヤロープ等による緊締調整手
段4を備えた締付け部材3が巻き付けられる。
The reinforced exterior material 2 made of corrugated steel surrounds the entire circumference of the pier, and at appropriate points on the outer periphery of the reinforced exterior material 2, for example, at the root side, above the girder material, and at several places in the middle. The tightening member 3 including the tightening / adjusting means 4 such as a band, a steel rod, and a wire rope is wound.

【0020】この締付け部材3によって補強外装材2が
橋脚本体1全体に対して密接せしめられる。なお、この
ような締付け部材3は既設橋脚の補強工事においては緊
締状態を維持するために取り付けることが望ましいが、
補強外装材2が橋脚本体1のコンクリート打設時に型枠
として機能する新設橋脚に使用する補強外装材にあって
は、建設時に既に橋脚本体と密着しているため必ずしも
必要ではない。しかしながら、橋脚の強度向上の観点か
ら取り付けてもよい。
By this tightening member 3, the reinforcing exterior material 2 is brought into close contact with the entire pier body 1. It should be noted that it is desirable to attach such a tightening member 3 in order to maintain the tightened state in the reinforcement work of the existing pier,
The reinforcing exterior material 2 used for a new bridge pier that functions as a formwork during concrete pouring of the pier body 1 is not always necessary because it is already in close contact with the pier body during construction. However, it may be attached from the viewpoint of improving the strength of the pier.

【0021】さらに、既設橋脚の補強工事においては、
橋脚本体1と補強外装材2の凸溝との間に生コンクリー
トおよび/またはモルタル等を打設してもよい。このよ
うに両者間の空間を埋めることにより、さらに補強効果
を高めることができる。新設橋脚にあっては、補強外装
材2の凸溝には当初より生コンクリートが充填されてお
り、十分な強度を発揮するものである。
Furthermore, in the reinforcement work of the existing pier,
Fresh concrete and / or mortar or the like may be placed between the pier body 1 and the convex grooves of the reinforcing exterior material 2. By thus filling the space between them, the reinforcing effect can be further enhanced. In the new bridge pier, the convex groove of the reinforcing exterior material 2 is filled with ready-mixed concrete from the beginning, and exhibits sufficient strength.

【0022】図2は、略長方形断面の橋脚本体11に対
して波形鋼材による補強外装材12を巻き回して補強す
る状態を示す断面図である。このような断面が円形以外
の橋脚を補強する場合は、補強外装材12を予め工場で
加工するにあたっては、橋脚本体11の外形を十分に考
慮して加工する必要がある。特に、既設橋脚の補強の場
合には、橋脚本体の角部における波形鋼材の波形の当た
りが適切になるように配慮すべきである。
FIG. 2 is a cross-sectional view showing a state in which a reinforced exterior material 12 made of a corrugated steel material is wound around a pier main body 11 having a substantially rectangular cross section for reinforcement. In the case of reinforcing such a bridge pier having a cross section other than a circular shape, it is necessary to sufficiently consider the outer shape of the pier main body 11 before processing the reinforcing exterior material 12 in a factory. In particular, when reinforcing existing piers, care should be taken to ensure that corrugated steel corrugations hit the corners of the pier body appropriately.

【0023】図3は、波形鋼材のよる補強外装材全体の
外周を緊締固着するための緊締調整手段4を設けた締付
け部材3の実施例を示すものである。この実施例では締
付け部材として鋼帯30を用いているが、その他丸鋼
棒、ワイヤロープ等を用いてもよい。鋼帯30の端部に
設けられた締め付け耳32、34の丸穴を挿通させるボ
ルト36を締め付けることにより、両頭矢印Xのように
移動し、締めしろY分の調整が可能なように緊締手段を
構成している。図3に示した緊締調整手段は単純な構造
の例示にすぎず、同様の機能を有するその他類似手段を
採用することができることは勿論である。
FIG. 3 shows an embodiment of a tightening member 3 provided with a tightening adjusting means 4 for tightening and fixing the outer periphery of the entire reinforcing exterior material made of corrugated steel. In this embodiment, the steel strip 30 is used as the fastening member, but other round steel rods, wire ropes, etc. may be used. By tightening the bolt 36 that is inserted through the round holes of the tightening ears 32, 34 provided at the end of the steel strip 30, the tightening means is moved as shown by the double-headed arrow X and the tightening margin Y can be adjusted. Are configured. The tightening adjustment means shown in FIG. 3 is merely an example of a simple structure, and it is needless to say that other similar means having the same function can be adopted.

【0024】[0024]

【発明の効果】以上説明したように、本発明にかかる波
形鋼材による橋脚補強構造によれば、予め工場で加工さ
れた波形鋼材を現場で組み立てて補強外装材を形成し、
橋脚本体全体を包囲する。本発明は、新設橋脚において
は、上述のように形成された補強外装材は型枠として機
能し、その内部に形成される鉄筋全体を含めて生コンク
リートを打設し、コンクリートが固化した後は橋脚本体
の金属製の保護外装材として機能する。
As described above, according to the bridge pier reinforcing structure of the corrugated steel material according to the present invention, the corrugated steel material processed in advance in the factory is assembled on site to form the reinforcing exterior material,
Surround the entire pier body. The present invention, in the new bridge pier, the reinforcing exterior material formed as described above functions as a formwork, and after pouring ready-mixed concrete including the entire rebar formed inside it, after the concrete has solidified, It functions as a metal protective exterior material for the pier body.

【0025】既設の鉄筋コンクリート橋脚を補強する場
合には、各橋脚の外形に相当する補強外装材を形成し
て、現場において橋脚本体の全周を巻き回して補強工事
を行う。このように構成された補強外装材の波形鋼材
は、橋脚に作用する縦横いずれの荷重に対しても補強効
果を発揮し、橋脚の座屈現象は確実に防止でき、耐震性
が向上する。
When reinforcing an existing reinforced concrete bridge pier, a reinforcing exterior material corresponding to the outer shape of each bridge pier is formed, and the entire circumference of the pier main body is wound on site to perform the reinforcing work. The corrugated steel material of the reinforcing exterior material configured in this manner exerts a reinforcing effect against any vertical or horizontal load acting on the pier, the buckling phenomenon of the pier can be reliably prevented, and the earthquake resistance is improved.

【0026】したがって、本発明にかかる波形鋼材によ
る橋脚補強構造では、新設橋脚の場合はもとより、既設
橋脚の補強に際しても容易に対応可能である。特に、新
設橋脚にあっては、型枠がそのまま表面保護材ともなる
ため、十分な補強効果に加えてコンクリートの劣化や不
等乾燥に基づくひび割れ等を確実に防止することができ
ると共に長期間にわたり設計強度を維持することがで
き、安全の確保が可能となる。
Therefore, the structure for reinforcing a pier made of corrugated steel according to the present invention can be easily applied not only to a new bridge pier but also to a reinforcement of an existing pier. In particular, in the case of a new bridge pier, since the formwork also serves as a surface protective material as it is, in addition to a sufficient reinforcing effect, it is possible to reliably prevent concrete deterioration and cracks due to uneven drying, and for a long period of time. The design strength can be maintained and safety can be ensured.

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

【図1】本発明にかかる波形鋼材による橋脚補強構造の
基本構成を示す断面(A)および正面(B)モデル図で
ある。
FIG. 1 is a cross-sectional (A) and front (B) model diagram showing the basic structure of a pier reinforcement structure using corrugated steel according to the present invention.

【図2】本発明にかかる波形鋼材による橋脚補強構造の
方形断面橋脚における構成を示す断面図である。
FIG. 2 is a cross-sectional view showing a configuration of a square cross-section pier of a pier reinforcement structure using corrugated steel according to the present invention.

【図3】本発明にかかる波形鋼材による橋脚補強構造に
適用する締付け具の構成例を説明する図である。
FIG. 3 is a diagram illustrating a configuration example of a fastening tool applied to a bridge pier reinforcing structure using a corrugated steel material according to the present invention.

【図4】本発明において使用される波形鋼材(大形デッ
キプレート)の構成例を示す斜視図である。
FIG. 4 is a perspective view showing a structural example of a corrugated steel material (large deck plate) used in the present invention.

【符号の説明】[Explanation of symbols]

1 橋脚本体 2 補強外装材(波形鋼材) 3 締付け部材 4 緊締調整手段 11 橋脚本体 12 補強外装材(波形鋼材) 30 鋼帯(締付け部材) 32、34 締め付け耳 36 ボルト 1 Pier body 2 Reinforcement exterior material (corrugated steel material) 3 Tightening member 4 Tightening adjustment means 11 Pier body 12 Reinforcement exterior material (corrugated steel material) 30 Steel strip (clamping member) 32, 34 tightening ears 36 volts

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 補強すべき橋脚本体の外周全体に、波形
鋼材からなる補強外装材をその波形が縦方向となる向き
に巻き回し、該波形鋼材全体を緊締固着せしめた、こと
を特徴とする波形鋼材による橋脚補強構造。
1. A reinforcing exterior material made of corrugated steel material is wound around the entire periphery of a pier main body to be reinforced in a direction in which the corrugations are in the vertical direction, and the entire corrugated steel material is tightly fixed. Bridge pier reinforcement structure with corrugated steel.
【請求項2】 前記補強すべき橋脚が新設橋脚であっ
て、前記波形鋼材による補強外装材がコンクリート打設
時の型枠として用いられる、ことを特徴とする請求項1
に記載の波形鋼材による橋脚補強構造。
2. The pier to be reinforced is a new pier and the reinforced exterior material made of corrugated steel is used as a formwork during concrete pouring.
A pier reinforcement structure made of corrugated steel as described in.
【請求項3】 前記補強すべき橋脚が既設橋脚であっ
て、前記波形鋼材が予め工場加工され、現場において巻
き回し固着される補強外装材であり、該補強外装材の外
周が締付け部材により緊締される、ことを特徴とする請
求項1に記載の波形鋼材による橋脚補強構造。
3. The reinforcement pier to be reinforced is an existing pier, and the corrugated steel material is a factory-processed reinforcement exterior material that is wound and fixed in the field. The outer periphery of the reinforcement exterior material is tightened by a tightening member. The pier reinforcement structure with the corrugated steel material according to claim 1, wherein
【請求項4】 前記補強すべき橋脚本体と、前記補強外
装材の凸部との間に生コンクリートまたはモルタルを充
填する、ことを特徴とする請求項1または3のいずれか
に記載の波形鋼材による橋脚補強構造。
4. The corrugated steel material according to claim 1, wherein fresh concrete or mortar is filled between the pier main body to be reinforced and the convex portion of the reinforcing exterior material. Reinforcement structure by pier.
JP2001280946A 2001-09-17 2001-09-17 Pier reinforcing structure by corrugated steel material Pending JP2003090012A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001280946A JP2003090012A (en) 2001-09-17 2001-09-17 Pier reinforcing structure by corrugated steel material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001280946A JP2003090012A (en) 2001-09-17 2001-09-17 Pier reinforcing structure by corrugated steel material

Publications (1)

Publication Number Publication Date
JP2003090012A true JP2003090012A (en) 2003-03-28

Family

ID=19104859

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001280946A Pending JP2003090012A (en) 2001-09-17 2001-09-17 Pier reinforcing structure by corrugated steel material

Country Status (1)

Country Link
JP (1) JP2003090012A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007321486A (en) * 2006-06-02 2007-12-13 Mitsuru Tsunefuji Armed pipe aseismatic structure and armed pipe aseismatic reinforcing method
WO2014134859A1 (en) * 2013-03-05 2014-09-12 南京联众建设工程技术有限公司 Pre-stressed steel-concrete composite-type pylon structure
CN108396663A (en) * 2018-04-11 2018-08-14 天津大学 Bridge pier prosthetic device based on light-duty prestressing force stainless steel sheath and restorative procedure
CN110468745A (en) * 2019-09-02 2019-11-19 长沙理工大学 A kind of bridge pier fastening device and its construction method
CN110644353A (en) * 2019-10-08 2020-01-03 山东省交通规划设计院 Energy-consuming and shock-absorbing corrugated steel pipe-rubber concrete assembled pier and method
CN111979917A (en) * 2020-07-07 2020-11-24 中铁大桥局集团第二工程有限公司 Rapid binding device for high and large pier body steel reinforcement framework and construction method thereof

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5038616U (en) * 1973-07-30 1975-04-21
JPH094132A (en) * 1995-06-19 1997-01-07 Isao Ogawa Column member
JPH0971910A (en) * 1995-09-04 1997-03-18 P S Co Ltd Reinforcing method of columnar structure
JPH09125317A (en) * 1995-10-27 1997-05-13 Nippon Steel Corp Reinforced construction of reinforced concrete column base and reinforcing method thereof
JP2001107319A (en) * 1999-10-08 2001-04-17 Sankyu Inc Aseismic reinforcing method of pier and aseismic reinforced structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5038616U (en) * 1973-07-30 1975-04-21
JPH094132A (en) * 1995-06-19 1997-01-07 Isao Ogawa Column member
JPH0971910A (en) * 1995-09-04 1997-03-18 P S Co Ltd Reinforcing method of columnar structure
JPH09125317A (en) * 1995-10-27 1997-05-13 Nippon Steel Corp Reinforced construction of reinforced concrete column base and reinforcing method thereof
JP2001107319A (en) * 1999-10-08 2001-04-17 Sankyu Inc Aseismic reinforcing method of pier and aseismic reinforced structure

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007321486A (en) * 2006-06-02 2007-12-13 Mitsuru Tsunefuji Armed pipe aseismatic structure and armed pipe aseismatic reinforcing method
WO2014134859A1 (en) * 2013-03-05 2014-09-12 南京联众建设工程技术有限公司 Pre-stressed steel-concrete composite-type pylon structure
CN108396663A (en) * 2018-04-11 2018-08-14 天津大学 Bridge pier prosthetic device based on light-duty prestressing force stainless steel sheath and restorative procedure
CN110468745A (en) * 2019-09-02 2019-11-19 长沙理工大学 A kind of bridge pier fastening device and its construction method
CN110468745B (en) * 2019-09-02 2024-02-09 长沙理工大学 Pier reinforcing device and construction method thereof
CN110644353A (en) * 2019-10-08 2020-01-03 山东省交通规划设计院 Energy-consuming and shock-absorbing corrugated steel pipe-rubber concrete assembled pier and method
CN111979917A (en) * 2020-07-07 2020-11-24 中铁大桥局集团第二工程有限公司 Rapid binding device for high and large pier body steel reinforcement framework and construction method thereof

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