JP2002250006A - Multi-column composite bridge pier structure and constructing method therefor - Google Patents
Multi-column composite bridge pier structure and constructing method thereforInfo
- Publication number
- JP2002250006A JP2002250006A JP2001049881A JP2001049881A JP2002250006A JP 2002250006 A JP2002250006 A JP 2002250006A JP 2001049881 A JP2001049881 A JP 2001049881A JP 2001049881 A JP2001049881 A JP 2001049881A JP 2002250006 A JP2002250006 A JP 2002250006A
- Authority
- JP
- Japan
- Prior art keywords
- column
- steel pipe
- hollow steel
- pier structure
- surrounding
- 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.)
- Granted
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、多柱合成橋脚構造
およびその構築方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a multi-column composite pier structure and a method of constructing the same.
【０００２】[0002]
【従来の技術】近年、土木建築構造物分野においては、
技術開発や、顧客ニーズなどにより、耐久性、耐震性の
向上などの観点から、高度化が進められている。例え
ば、道路建設において平野部等での連続高架橋には多数
の橋脚が建設され、高度な耐震性、耐久性が要求され
る。2. Description of the Related Art In recent years, in the field of civil engineering and building structures,
Due to technological development and customer needs, sophistication is being promoted from the viewpoint of improving durability and earthquake resistance. For example, in the construction of roads, a large number of piers are constructed in a continuous viaduct in a plain or the like, and high earthquake resistance and durability are required.
【０００３】この種の建設条件に好適な橋脚の構造形式
や施工方法として、本出願人は、先に、特許第２９８２
５５１号公報、特許第２９７３７７４号公報及び特許第
２９７３７７５号公報に示す技術を開発した。これらの
技術は、複数のプレキャストコンクリート製型枠エレメ
ントを組み合わせた型枠ブロックの中空内部に、コンク
リートを打設する作業を、順次所定の高さになるまで交
互に繰り返すことで作られる橋脚構造であり、構造物の
構築にあたっては、型枠ブロックが、構造物の外形を構
成する捨て型枠として用いられるため、従来工法のよう
な、型枠の設置、撤去の手数が不要であるため、工期短
縮に好適である。[0003] The applicant of the present invention has previously disclosed Patent No. 2982 as a structure type and a construction method of a pier suitable for this kind of construction conditions.
No. 551, Japanese Patent No. 2973774, and Japanese Patent No. 2973775 have been developed. These technologies use a pier structure that is created by repeating the work of placing concrete in the hollow interior of a formwork block that combines a plurality of precast concrete formwork elements until a predetermined height is reached. Yes, when constructing a structure, the formwork block is used as a disposable formwork that constitutes the external shape of the structure. It is suitable for shortening.
【０００４】[0004]
【発明が解決しようとする課題】しかしながら、この工
法によって作られた橋脚構造物は、強度確保のために、
型枠ブロックの中空内部に多数の主鉄筋や、横鉄筋、あ
るいは組立鉄筋などを輻輳状態に配置しなければならな
いため、施工にあたっては配筋作業が面倒で、手数が多
くなり、作業時間に手間取っていた。とくに、長大橋梁
では建設する橋脚基数が多く、これに伴い組立鉄筋の数
が多量であるため、作業に手間と長時間を要するという
欠点があった。However, a pier structure made by this method is required to secure strength.
A large number of main rebars, horizontal rebars, or assembled rebars must be placed in a congested state inside the hollow of the formwork block. I was In particular, a long-sized bridge has a disadvantage that it requires a lot of labor and a long time because the number of pier bases to be constructed is large, and the number of assembled reinforcing bars is accordingly large.
【０００５】また、鉄筋のみで作られた橋脚構造物が極
めて大きな地震力を受けると修復不可能なほど過大な残
留変位を生じる可能性があり、一方、この種の残留変位
を縮小させようとすれば、断面の増大化や鋼材量の増加
などの対処が必要となり、不経済な設計となる。[0005] When a pier structure made of only reinforcing steel is subjected to an extremely large seismic force, there is a possibility that irreparably large residual displacement may be caused. On the other hand, an attempt is made to reduce such residual displacement. If this is the case, it will be necessary to take measures such as an increase in the cross section and an increase in the amount of steel material, resulting in uneconomical design.
【０００６】本発明は、以上の課題を解決するものであ
って、橋脚構造物の荷重を減少でき、軽量でありなが
ら、所要の耐力を十分に確保でき、さらには工期短縮に
も好適な橋脚構造物を提供するものである。SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and can reduce the load on a pier structure, and can secure sufficient required proof strength while being lightweight, and is also suitable for shortening the construction period. To provide a structure.
【０００７】[0007]
【課題を解決するための手段】以上の目的を達成する本
発明の多柱合成橋脚構造は、水平断面が多角形状ないし
は円形の中空体であって、構造物の水平断面形状に応じ
て周囲を接するか離間状態で密集配置され、縦方向に順
次接合されるプレキャストコンクリート製の複数のコラ
ムと、各コラムの内部に建て込まれ縦方向に順次継がれ
る中空鋼管と、前記コラムの内側に前記各中空鋼管の周
囲を囲んで配置される包囲部材とこれら包囲部材同士を
結合する連結部材とによって一体的に構成され、前記コ
ラムの高さ方向に所定の間隔をおいて配置される拘束部
材と、前記各コラムの内側かつ前記中空鋼管の外側に形
成される隙間空間に充填されるコンクリートと、を備え
ることとする（請求項１）。この構成により本発明で
は、多数の鉄筋に替えて単体の中空鋼管を接合した構造
であるため、コンクリート量が少なく、軽量化を達成で
きる割に十分な耐力を確保でき、また、拘束部材とコン
クリートとによって中空鋼管同士が束縛されることとな
り、橋脚の耐力はより確実に確保されることになる。The multi-pillar composite pier structure of the present invention that achieves the above object is a hollow body having a polygonal or circular horizontal section, and its periphery is determined according to the horizontal sectional shape of the structure. A plurality of columns made of precast concrete that are densely arranged in contact with or separated from each other and are sequentially joined in the vertical direction, hollow steel pipes built inside each column and successively successively in the vertical direction, A constraining member integrally formed by a surrounding member arranged around the periphery of the hollow steel pipe and a connecting member connecting the surrounding members, and arranged at a predetermined interval in a height direction of the column; Concrete filled in a clearance space formed inside each column and outside the hollow steel pipe (claim 1). With this configuration, the present invention has a structure in which a single hollow steel pipe is joined in place of a large number of reinforcing bars, so that the amount of concrete is small, and sufficient strength can be ensured while achieving weight reduction. Thus, the hollow steel pipes are bound to each other, and the proof strength of the pier is more reliably ensured.
【０００８】また、本発明においては、前記コラムの断
面が六角形であり、該コラムの各辺を隣接するコラムと
所定間隔離して配置することが好ましい（請求項２）。
また、本発明によれば、橋脚規模、高さなどに応じた計
画強度に応じて、これをセグメント単位として、自由に
組合わせることができ、各種バリエーションに応じた設
計の多様化を図ることができる。Further, in the present invention, it is preferable that the cross section of the column is hexagonal, and each side of the column is arranged at a predetermined distance from an adjacent column.
Further, according to the present invention, according to the plan strength corresponding to the pier scale, height, etc., this can be freely combined as a segment unit, and the design can be diversified according to various variations. it can.
【０００９】また、本発明においては、前記鋼管内にそ
の軸方向に沿ってＰＣ鋼材を配置することが好ましく、
これにより簡素化された構造でありながら、耐力および
耐震性の向上を図ることができる（請求項３）。In the present invention, it is preferable that a PC steel material is arranged in the steel pipe along the axial direction thereof,
This makes it possible to improve the proof stress and the quake resistance while having a simplified structure (claim 3).
【００１０】さらに、本発明によれば、前記多柱合成橋
脚構造の構築に際し、あらかじめ地上で前記包囲部材と
前記連結部材を結合させて前記拘束部材を組み立ててお
き、前記中空鋼管と前記コラムとを建て込んだ後の前記
コンクリートを充填する前に、組み立てておいた前記拘
束部材を、前記包囲部材を前記中空鋼管に挿入するよう
に前記中空鋼管の上部から吊り降ろして所定位置に配置
するようにしたため（請求項４）、前記拘束部材を容易
に所定位置に配置することができ、施工コストの削減や
工期の大幅な短縮化を図ることができる。Further, according to the present invention, when constructing the multi-column composite pier structure, the surrounding member and the connecting member are previously combined on the ground to assemble the restraining member, and the hollow steel pipe and the column are connected to each other. Before filling the concrete after building, the assembled restraint member is suspended from the upper part of the hollow steel pipe so as to insert the surrounding member into the hollow steel pipe, and is arranged at a predetermined position. With this configuration (claim 4), the restraining member can be easily arranged at a predetermined position, so that the construction cost can be reduced and the construction period can be significantly shortened.
【００１１】[0011]
【発明の実施の形態】以下、本発明の好ましい実施の形
態につき、添付図面を参照して詳細に説明する。図１〜
図７は、本発明に係る橋脚構造物を示す。Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings. Figure 1
FIG. 7 shows a pier structure according to the present invention.
【００１２】図１は基礎部分であり、地中に横設された
Ｈ型鋼等の鋼材１の上部には複数のリブ付鋼管２が鉛直
配置され、その外周にコンクリートを打設することで、
基礎３を構成している。そして、フーチング天端部の上
部において、リブ付鋼管２の上部に中空鋼管４が接合さ
れ、さらに各鋼管４の外周部にプレキャスト部材（以
下、ＰＣ部材と略記する）からなるコラム５が配置され
る。FIG. 1 shows a base portion, in which a plurality of ribbed steel pipes 2 are vertically arranged on an upper part of a steel material 1 such as an H-shaped steel laid laterally under the ground, and concrete is cast on the outer periphery thereof.
The foundation 3 is constituted. A hollow steel pipe 4 is joined to an upper part of the ribbed steel pipe 2 at an upper part of the footing top end, and a column 5 made of a precast member (hereinafter abbreviated as a PC member) is arranged at an outer peripheral part of each steel pipe 4. You.
【００１３】各コラム５は、施工時は型枠として、完成
後は本体として構造物を形成するもので、図２に示すよ
うに、断面正六角形状のプレキャストコンクリートであ
り、補強筋としての鉄筋、あるいは炭素繊維などを一体
化した高強度軽量素材からなっている。なお、同図で
は、例えば、各コラム５が、基礎３の中心位置を中心と
してその上下の各辺周囲に所定間隔ｄ開けて平行に密集
配置された５個のコラム５からなっている。この配置形
状は、橋脚の計画断面に応じた配置であって、図例のほ
か、規模や橋脚の高さに応じて各コラム５をセグメント
単位として、複数密集配置することができる。Each column 5 forms a structure as a formwork at the time of construction and as a main body after completion. As shown in FIG. 2, the column 5 is a precast concrete having a regular hexagonal cross section, and a reinforcing bar as a reinforcing bar. Or, it is made of a high-strength lightweight material that integrates carbon fiber and the like. In the figure, for example, each column 5 is composed of five columns 5 densely arranged in parallel at predetermined intervals d around the upper and lower sides of the center position of the foundation 3 as a center. This arrangement shape is an arrangement according to the planned cross section of the pier. In addition to the example shown in the figure, a plurality of densely arranged columns 5 can be arranged in segments according to the scale and the height of the pier.
【００１４】そして、最初の鋼管４及びコラム５が建て
込まれた段階で、鋼管４とコラム５との隙間には、コン
クリート打設工により、コンクリート６が打設され、一
体化が図られる。また、各中空鋼管４の中心には縦方向
にＰＣ鋼材７が配筋され、これの緊張により、耐震性の
向上を図ることもできる。なお、各コラム５の縦方向接
合面と、中空鋼管４との接合面の高さ方向のピッチをず
らしておき、図３に示すように、中空鋼管４がコラム５
の天端より突出する配置とし、接合部における脆弱性と
施工性を向上させている。Then, at the stage when the first steel pipe 4 and the column 5 are erected, concrete 6 is cast into the gap between the steel pipe 4 and the column 5 by a concrete casting work to achieve integration. Further, a PC steel material 7 is arranged in the center of each hollow steel pipe 4 in the longitudinal direction, and the tension of the PC steel material 7 can improve the earthquake resistance. The pitch in the height direction between the vertical joint surface of each column 5 and the joint surface with the hollow steel tube 4 is shifted, and as shown in FIG.
It is arranged to protrude from the top end to improve the brittleness and workability at the joint.
【００１５】橋脚外周には、図４に示すように、例えば
仮設足場８が配置され、揚重機９などによりコラム５及
び中空鋼管４を順次交互に建て込んでいく。As shown in FIG. 4, for example, a temporary scaffold 8 is arranged on the outer periphery of the pier, and the columns 5 and the hollow steel pipes 4 are sequentially and alternately built by a hoisting machine 9 or the like.
【００１６】さらに、本発明においては、各コラム５の
建て込み作業の数段毎について、上下の接合部周囲に、
図３（ｂ）の斜線部分、および図５、図６に示すよう
に、各コラム５で仕切られた内側の空間に、各中空鋼管
４の周囲を囲んで配置される包囲部材１０ａとこれら包
囲部材１０ａ同士を結合する連結部材１０ｂとによって
一体的に構成された拘束部材１０を配置している。な
お、包囲部材１０ａおよび連結部材１０ｂの素材は鋼材
である。Further, according to the present invention, every several stages of the work of erection of each column 5, around the upper and lower joints,
3 (b), and as shown in FIGS. 5 and 6, an enclosing member 10a and an enclosing member 10a arranged around the hollow steel pipe 4 in the inner space partitioned by the columns 5. A restraining member 10 integrally formed by a connecting member 10b for connecting the members 10a to each other is arranged. The material of the surrounding member 10a and the connecting member 10b is a steel material.
【００１７】この拘束部材１０は、あらかじめ地上で包
囲部材１０ａと連結部材１０ｂとを結合して組み立てら
れ、中空鋼管４とコラム５とを建て込んだ後のコンクリ
ートを充填する前に、中空鋼管４の上部から包囲部材１
０ａが中空鋼管４に挿入されるように吊り降ろして所定
位置に配置される。そしてこの配置後に、前記各コラム
の内側かつ前記中空鋼管の外側に形成される空間、すな
わち、中空鋼管４と各コラム５との間、包囲部材１０ａ
と各コラム５との間、各中空鋼管４と包囲部材１０ａと
の間、および包囲部材１０ａと連結部材１０ｂとの間、
などに形成される隙間空間に、コンクリートが充填され
る。このようにして配置された拘束部材１０は、中空鋼
管４を強固に束縛することとなり、これにより橋脚の確
実な一体化が図られることになる。The restraining member 10 is assembled on the ground by previously connecting the surrounding member 10a and the connecting member 10b, and before the concrete after the hollow steel pipe 4 and the column 5 are erected, the hollow steel pipe 4 is filled. Surrounding member 1 from above
0a is hung down so as to be inserted into the hollow steel pipe 4, and is disposed at a predetermined position. After this arrangement, a space formed inside each column and outside the hollow steel pipe, that is, between the hollow steel pipe 4 and each column 5, the surrounding member 10a
And between each column 5, between each hollow steel pipe 4 and the surrounding member 10a, and between the surrounding member 10a and the connecting member 10b,
Concrete is filled in the interstitial space formed in the above. The restraining member 10 arranged in this way firmly restrains the hollow steel pipe 4, whereby reliable integration of the pier is achieved.
【００１８】なお、拘束部材１０の形成位置において、
予め横締用のＰＣ鋼線で各中空鋼管４間を接続緊縛し、
各鋼管４の内部にもコンクリートを打設し、前記ＰＣ鋼
線とともに一体化することでより確実に耐力が確保され
ることになる。At the position where the restraining member 10 is formed,
The hollow steel pipes 4 are connected and tightened in advance with PC steel wires for horizontal tightening.
Concrete is also cast inside each steel pipe 4 and integrated with the PC steel wire, whereby the proof stress is more reliably ensured.
【００１９】以上の作業を設計高さまで交互に繰り返す
ことで、図７に示すように、橋脚が完成し、その上部に
橋１２が掛け渡される。この例では、各コラム５は多段
に接合され、数段毎に拘束部材１０で一体に接合された
構造となる。By repeating the above operations alternately up to the design height, the pier is completed as shown in FIG. 7, and the bridge 12 is bridged over the pier. In this example, each column 5 is joined in multiple stages, and has a structure in which the columns 5 are integrally joined by a restraining member 10 every several stages.
【００２０】なお、以上の実施形態において、コラム５
の水平断面を六角形状としたが、これは、断面方向に対
する適合性、密集配置状態における接合性などを考慮し
た結果である。但し以上に説明したコラム５の断面形状
は、必ずしも六角のみに限定されるものでなく、三角形
以上の任意の数の多角形状ないしは円断面または楕円断
面としてもよい。また、コラム５の水平断面形状によっ
ては、各コラム５の周面が接した状態で建て込むことも
できる。In the above embodiment, the column 5
The horizontal cross-section is hexagonal, but this is a result of taking into account the suitability for the cross-section direction, the jointability in a densely arranged state, and the like. However, the cross-sectional shape of the column 5 described above is not necessarily limited to only a hexagon, and may be an arbitrary number of polygonal shapes such as a triangle or more, a circular cross-section, or an elliptical cross-section. Further, depending on the horizontal cross-sectional shape of the column 5, the column 5 can be built in a state where the peripheral surfaces of the columns 5 are in contact with each other.
【００２１】[0021]
【発明の効果】以上の説明により明らかなように、本発
明による橋脚構造物にあっては、橋脚構造物の荷重を減
少でき、軽量でありながら、所要の耐力を十分に確保で
き、さらには工期短縮にも好適である。またコラム断面
を六角形状とすることにより、橋脚規模、高さなどに応
じた計画強度に応じて、これをセグメント単位として、
自由に組み合わせることができ、各種バリエーションに
応じた設計の多様化を図ることができる利点がある。As is apparent from the above description, in the pier structure according to the present invention, the load on the pier structure can be reduced and the required proof strength can be sufficiently secured while being light in weight. It is also suitable for shortening the construction period. In addition, by making the column cross section hexagonal, according to the planned strength according to the pier scale, height, etc., this is used as a segment unit,
There is an advantage that it can be freely combined and the design can be diversified according to various variations.
【００２２】また、コラムの高さ方向に所定の間隔をお
いて配置された拘束部材により確実に橋脚を一体化させ
ることができ、さらに、この拘束部材は地上で組み立て
ておき、中空鋼管とコラムとを建て込んだ後のコンクリ
ートを充填する前に中空鋼管の上部から中空鋼管に挿入
されるように吊り降ろして配置することで、工事も簡単
に行うことができ、工期の大幅な短縮を図ることができ
る。Further, the pier can be reliably integrated by the restraining members arranged at predetermined intervals in the height direction of the column. Further, this restraining member is assembled on the ground, and the hollow steel pipe and the column are joined together. Before filling the concrete after the concrete has been built, it can be easily suspended and placed so that it can be inserted into the hollow steel pipe from the top of the hollow steel pipe, greatly shortening the construction period be able to.
【００２３】そして、本発明の多柱合成橋脚構造にあっ
ては、拘束部材を中心とする各種の構成により、地震力
を受けた場合においても残留変位が効果的に抑制される
こととなり、しかも断面の増大化や鋼材量の増加などの
対処に比べて極めて経済的な設計が可能となる。In the multi-column composite pier structure of the present invention, the residual displacement can be effectively suppressed even when it is subjected to seismic force by various structures centering on the restraint member. Extremely economical design becomes possible as compared to measures such as increasing the cross section and increasing the amount of steel material.
【図１】本発明にかかる橋脚構造物の基礎構築段階を示
す断面図である。FIG. 1 is a cross-sectional view showing a foundation construction stage of a pier structure according to the present invention.
【図２】図１のＡ−Ａ線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.
【図３】（ａ），（ｂ）は打継ぎ手順を示す斜視図であ
る。FIGS. 3A and 3B are perspective views showing a joining procedure.
【図４】上下方向の打継ぎ手順を示す側面図である。FIG. 4 is a side view showing a joining procedure in a vertical direction.
【図５】隔壁部分の縦断面図である。FIG. 5 is a longitudinal sectional view of a partition wall portion.
【図６】隔壁部分の横断面図である。FIG. 6 is a cross-sectional view of a partition wall portion.
【図７】完成後の橋脚の一例を示す図である。FIG. 7 is a diagram showing an example of a completed pier.
４ 中空鋼管 ５ コラム ６ コンクリート ７ ＰＣ鋼線 １０ 拘束部材 １０ａ 包囲部材 １０ｂ 連結部材 Reference Signs List 4 hollow steel pipe 5 column 6 concrete 7 PC steel wire 10 restraining member 10a surrounding member 10b connecting member
フロントページの続き (72)発明者 寺田 典生 東京都千代田区霞ヶ関３−３−２ 日本道 路公団内 Ｆターム(参考） 2D059 AA03 GG55 Continued on the front page (72) Inventor Norio Terada 3-3-2 Kasumigaseki, Chiyoda-ku, Tokyo F-term in the Japan Highway Public Corporation 2D059 AA03 GG55
Claims (4)
体であって、構造物の水平断面形状に応じて周囲を接す
るか離間状態で密集配置され、縦方向に順次接合される
プレキャストコンクリート製の複数のコラムと、 各コラムの内部に建て込まれ縦方向に順次継がれる中空
鋼管と、 前記コラムの内側に前記各中空鋼管の周囲を囲んで配置
される包囲部材とこれら包囲部材同士を結合する連結部
材とによって一体的に構成され、前記コラムの高さ方向
に所定の間隔をおいて配置される拘束部材と、 前記各コラムの内側かつ前記中空鋼管の外側に形成され
る隙間空間に充填されるコンクリートと、 を備えたことを特徴とする多柱合成橋脚構造。1. A hollow body having a polygonal or circular horizontal cross section, which is made of precast concrete which is densely arranged in contact with or separated from the periphery according to the horizontal cross sectional shape of a structure, and which are sequentially joined in a vertical direction. A plurality of columns, a hollow steel pipe erected inside each column and successively connected in the longitudinal direction, and a surrounding member arranged around the hollow steel pipe inside the column and connecting these surrounding members to each other A constraining member integrally formed with a connecting member and arranged at a predetermined interval in a height direction of the column; and a gap space formed inside each column and outside the hollow steel pipe. And a multi-column composite pier structure comprising:
コラムの各辺を隣接するコラムと所定間隔離して配置し
たことを特徴とする請求項１に記載の多柱合成橋脚構
造。2. The multi-column composite pier structure according to claim 1, wherein each of the columns has a hexagonal cross section, and each side of each column is arranged to be separated from an adjacent column by a predetermined distance.
Ｃ鋼材を配置することを特徴とする請求項１または２に
記載の多柱合成橋脚構造。3. A hollow steel pipe having P
The multi-column composite pier structure according to claim 1 or 2, wherein a C steel material is disposed.
柱合成橋脚構造の構築方法であって、あらかじめ地上で
前記包囲部材と前記連結部材を結合させて前記拘束部材
を組み立てておき、前記中空鋼管と前記コラムとを建て
込んだ後の前記コンクリートを充填する前に、組み立て
ておいた前記拘束部材を、前記包囲部材を前記中空鋼管
に挿入するように前記中空鋼管の上部から吊り降ろして
所定位置に配置することを特徴とする前記多柱合成橋脚
構造の構築方法。4. The method for constructing a multi-post composite pier structure according to claim 1, wherein the surrounding member and the connecting member are previously combined on the ground to assemble the restraining member. Before filling the concrete after the hollow steel pipe and the column are erected, the assembled restraining member is suspended from above the hollow steel pipe so that the surrounding member is inserted into the hollow steel pipe. The method for constructing a multi-post composite pier structure, wherein the multi-post composite pier structure is lowered and disposed at a predetermined position.
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| JP2001049881A JP3818072B2 (en) | 2001-02-26 | 2001-02-26 | Multi-column composite pier structure and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001049881A JP3818072B2 (en) | 2001-02-26 | 2001-02-26 | Multi-column composite pier structure and its construction method |
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| Publication Number | Publication Date |
|---|---|
| JP2002250006A true JP2002250006A (en) | 2002-09-06 |
| JP3818072B2 JP3818072B2 (en) | 2006-09-06 |
Family
ID=18910920
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|---|---|---|---|
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100619525B1 (en) * | 2004-03-02 | 2006-09-12 | 중앙대학교 산학협력단 | Hollow type pier structure using corrugated steel pipe and construction method thereof |
| KR100979181B1 (en) | 2008-04-24 | 2010-08-31 | 주식회사 무이 이엔지 건축사 사무소 | Pillar structure of building |
| JP2016223222A (en) * | 2015-06-02 | 2016-12-28 | 株式会社竹中工務店 | Concrete structure |
| CN108104369A (en) * | 2017-12-15 | 2018-06-01 | 刘明辉 | Constraint composite column structure for building |
| CN108103925A (en) * | 2016-11-24 | 2018-06-01 | 重庆市中科大业建筑科技有限公司 | A kind of assembled hollow steel pipe constrains reinforced column squat pier |
| JP2020056209A (en) * | 2018-10-02 | 2020-04-09 | 大成建設株式会社 | Composite column, bridge pier using the same, and construction method |
| CN115094778A (en) * | 2022-08-10 | 2022-09-23 | 北京城建设计发展集团股份有限公司 | Method for connecting prefabricated T-shaped piers through bonded prestressed tendons and steel bars |
| JP7449880B2 (en) | 2021-01-18 | 2024-03-14 | 大成建設株式会社 | Steel pipe column base structure |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001207410A (en) * | 2000-01-28 | 2001-08-03 | Sumiya Tsutomu | Pier structure and its constructing method |
| JP2001207409A (en) * | 2000-01-28 | 2001-08-03 | Sumiya Tsutomu | Pier structure and its constructing method |
| JP2002047614A (en) * | 2000-08-04 | 2002-02-15 | Sumiya Tsutomu | Pier structure |
-
2001
- 2001-02-26 JP JP2001049881A patent/JP3818072B2/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001207410A (en) * | 2000-01-28 | 2001-08-03 | Sumiya Tsutomu | Pier structure and its constructing method |
| JP2001207409A (en) * | 2000-01-28 | 2001-08-03 | Sumiya Tsutomu | Pier structure and its constructing method |
| JP2002047614A (en) * | 2000-08-04 | 2002-02-15 | Sumiya Tsutomu | Pier structure |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100619525B1 (en) * | 2004-03-02 | 2006-09-12 | 중앙대학교 산학협력단 | Hollow type pier structure using corrugated steel pipe and construction method thereof |
| KR100979181B1 (en) | 2008-04-24 | 2010-08-31 | 주식회사 무이 이엔지 건축사 사무소 | Pillar structure of building |
| JP2016223222A (en) * | 2015-06-02 | 2016-12-28 | 株式会社竹中工務店 | Concrete structure |
| CN108103925A (en) * | 2016-11-24 | 2018-06-01 | 重庆市中科大业建筑科技有限公司 | A kind of assembled hollow steel pipe constrains reinforced column squat pier |
| CN108103925B (en) * | 2016-11-24 | 2023-11-03 | 重庆市中科大业建筑科技有限公司 | Assembled hollow steel tube constraint reinforced concrete column short pier |
| CN108104369A (en) * | 2017-12-15 | 2018-06-01 | 刘明辉 | Constraint composite column structure for building |
| JP2020056209A (en) * | 2018-10-02 | 2020-04-09 | 大成建設株式会社 | Composite column, bridge pier using the same, and construction method |
| JP7158231B2 (en) | 2018-10-02 | 2022-10-21 | 大成建設株式会社 | Composite column, bridge pier using same, construction method |
| JP7449880B2 (en) | 2021-01-18 | 2024-03-14 | 大成建設株式会社 | Steel pipe column base structure |
| CN115094778A (en) * | 2022-08-10 | 2022-09-23 | 北京城建设计发展集团股份有限公司 | Method for connecting prefabricated T-shaped piers through bonded prestressed tendons and steel bars |
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