JPH05311617A - How to build an elevated structure - Google Patents

How to build an elevated structure

Info

Publication number
JPH05311617A
JPH05311617A JP11656592A JP11656592A JPH05311617A JP H05311617 A JPH05311617 A JP H05311617A JP 11656592 A JP11656592 A JP 11656592A JP 11656592 A JP11656592 A JP 11656592A JP H05311617 A JPH05311617 A JP H05311617A
Authority
JP
Japan
Prior art keywords
pillar
girder
construction
site
concrete
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
JP11656592A
Other languages
Japanese (ja)
Inventor
Akira Tokuda
明 徳田
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.)
Kanadevia Corp
Original Assignee
Hitachi Zosen Corp
Hitachi Shipbuilding and Engineering 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 Hitachi Zosen Corp, Hitachi Shipbuilding and Engineering Co Ltd filed Critical Hitachi Zosen Corp
Priority to JP11656592A priority Critical patent/JPH05311617A/en
Publication of JPH05311617A publication Critical patent/JPH05311617A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

(57)【要約】 【目的】 作業時間と工事工程を削減できて、建設コス
トの節減に寄与できる。 【構成】 コンクリート打設用の型枠と兼用の構造材
に、補強リブ24、鉄筋25を組み込んだ桁材2および柱材
1とを工場で製作して現場に運搬し、現場に形成された
基礎3上に柱材1を立設固定し、さらにこの柱材1上に
桁材2を載せて固定し、桁材2と柱材1の両方または一
方にコンクリートを注入打設して構造物を構築する。 【効果】 桁材と柱材とをユニット化して工場で製作し
た分、現場での構築作業を省略できる。
(57) [Summary] [Purpose] The work time and construction process can be reduced, which can contribute to the reduction of construction cost. [Structure] A structural material that also serves as a formwork for concrete pouring, a reinforcing material 24, a reinforcing bar 25-incorporated girder material 2 and pillar material 1 were manufactured at the factory, transported to the site, and formed at the site. A pillar 1 is erected and fixed on a foundation 3, a girder 2 is placed on the pillar 1, and fixed, and concrete is poured into both or one of the girder 2 and the pillar 1 to form a structure. To build. [Effect] Since the girder material and the pillar material are unitized and manufactured at the factory, the construction work on site can be omitted.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、高架道路や高架鉄道等
の高架橋やその他高架施設の構築方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing viaducts such as elevated roads and elevated railways and other elevated facilities.

【0002】[0002]

【従来の技術】従来の高架構造物の構築工法は、他の構
造物や河川などの横断部の大スパン高架橋を省き、現場
にて主として鉄筋コンクリート構造物を順次構築してい
くもので、足場の組立、型枠/鉄筋の組立、コンクリー
ト打設/養生、型枠の撤去の順に工事が行われている。
2. Description of the Related Art The conventional method for constructing an elevated structure is to construct a reinforced concrete structure mainly on site, omitting large span viaducts across other structures and rivers. Construction is carried out in the order of assembly, formwork / rebar assembly, concrete placing / curing, and formwork removal.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記構築工法
では、極めて時間と手数がかかるものであり、人手不足
などの要因により、作業工程の簡略化が要請されてい
た。
However, the above-mentioned construction method is extremely time-consuming and troublesome, and due to factors such as lack of manpower, simplification of the working process has been demanded.

【0004】本発明は、上記問題点を解決して、作業時
間と工事工程を削減できて、作業の安全性の確保および
コストの節減に寄与できる高架構造物の構築方法を提供
することを目的とする。
An object of the present invention is to provide a method for constructing an elevated structure which can solve the above problems, reduce working time and construction process, and contribute to ensuring work safety and cost reduction. And

【0005】[0005]

【課題を解決するための手段】上記問題点を解決するた
めに本発明の高架構造物の構築方法は、コンクリート打
設用の型枠と兼用の構造材と補強材および鉄筋を組み込
んだ桁材と柱材とを工場で製作して現場に運搬し、現場
に形成された基礎上に柱材を立設固定し、さらにこれら
柱材上に桁材を載せて固定した後、桁材と柱材の両方ま
たは一方にコンクリートを打設して構造物を構築するも
のである。
[MEANS FOR SOLVING THE PROBLEMS] In order to solve the above-mentioned problems, a method of constructing an elevated structure according to the present invention is a girder material incorporating a structural material which also serves as a concrete pouring formwork, a reinforcing material and a reinforcing bar. And pillar materials are manufactured at the factory and transported to the site, the pillar materials are erected and fixed on the foundation formed on the site, and then the girder materials are placed on these pillar materials and fixed, and then the girder material and the pillar The structure is constructed by placing concrete on both or one of the materials.

【0006】[0006]

【作用】上記構成によれば、柱材と桁材に強度を保持す
る構造材に、コンクリート打設用の型枠を兼用させると
共に、補強材や鉄筋を組み込んで柱材と桁材とをユニッ
ト化し、これを工場で製作することにより、現場におけ
る足場の組み立ておよび型枠の組立作業を削除し、さら
に型枠の撤去作業をも省略することができる。したがっ
て、工程が少なくなる分、工事期間を短縮するととも
に、作業員の数を減らすこととができて安全性を向上す
ることができ、コストを低減することができる。
According to the above construction, the structural material that retains the strength of the pillar material and the girder material is also used as the formwork for concrete placing, and the reinforcing material and the reinforcing bar are incorporated into the pillar material and the girder material as a unit. By making it into a factory and manufacturing it in a factory, it is possible to eliminate the work of assembling the scaffold and the work of assembling the formwork at the site, and further omit the work of removing the formwork. Therefore, as the number of steps is reduced, the construction period can be shortened, the number of workers can be reduced, and the safety can be improved and the cost can be reduced.

【0007】[0007]

【実施例】以下、本発明に係る高架鉄道の構築方法の一
実施例を図面に基づいて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for constructing an elevated railway according to the present invention will be described below with reference to the drawings.

【0008】図2において、1は工場で製作されて高架
鉄道の架構をなす柱材で、この柱材1は、強度を保持す
る筒状の柱筒材11と、柱筒材11の下端部に取り付け
られたベースフランジ12と、柱筒材11の上部に取り
付けられた桁受けリング13とを具備し、柱筒材11の
内部には必要に応じて柱材を補強する為の補強材やコン
クリート打設のための鉄筋や型枠材(構造材兼用でもよ
い)が組み込まれるとともに、上端部に連結用鉄筋14
が突出されている。
In FIG. 2, reference numeral 1 denotes a pillar material which is manufactured in a factory and constitutes a frame of an elevated railway. The pillar material 1 is a cylindrical pillar cylinder material 11 for maintaining strength and a lower end portion of the pillar cylinder material 11. A base flange 12 attached to the column tubular member 11 and a girder receiving ring 13 attached to the upper portion of the column tubular member 11, and a reinforcing member for reinforcing the column member inside the column tubular member 11 as necessary. Reinforcing bars and formwork materials for pouring concrete (which may also serve as structural materials) are incorporated, and connecting reinforcing bars 14 are provided at the upper end.
Is projected.

【0009】2は工場で製作されて高架鉄道の架構をな
す桁材で、この桁材2は、たとえばコンクリート打設用
の型枠兼用の底板21と前後側板22と左右側板23と
で上面が開放された箱体状に形成され、内部には構造計
算上必要な補強リブ24や打設コンクリート補強用の鉄
筋25が配設されている。そして、底板21の中央部に
は柱材1の上端が嵌合される取合孔26が形成され、ま
た底板21と左右側板23とのコーナー部は美観のため
に円弧状の曲げ加工が施されている。
Reference numeral 2 denotes a girder material which is manufactured in a factory and constitutes a frame of an elevated railway. The girder material 2 is composed of, for example, a bottom plate 21 also serving as a formwork for concrete pouring, front and rear side plates 22, and left and right side plates 23. It is formed in the shape of an open box, and the reinforcing ribs 24 necessary for structural calculation and the reinforcing bars 25 for reinforcement of cast concrete are arranged inside. An engaging hole 26 into which the upper end of the pillar 1 is fitted is formed in the center of the bottom plate 21, and the corners of the bottom plate 21 and the left and right side plates 23 are arc-shaped bent for aesthetic purposes. Has been done.

【0010】3は現場でコンクリートにより構築される
基礎で、柱材1の取付け位置にアンカーボルト31が植
設されている。4はこの基礎3の両側に高架鉄道建設方
向に沿って敷設された工事用ガイドレールで、図1に示
すように、クレーン5を搭載した建機台車6と、工場で
製作された柱材1および桁材2を積載して運搬する資材
台車7とを案内するものである。
Reference numeral 3 is a foundation constructed by concrete on site, and anchor bolts 31 are planted at the mounting positions of the pillar materials 1. Reference numeral 4 denotes construction guide rails laid on both sides of the foundation 3 along the elevated railroad construction direction. As shown in FIG. 1, a construction machine truck 6 equipped with a crane 5 and a pillar material 1 manufactured at the factory And a material truck 7 for carrying and carrying the girder material 2.

【0011】次に、この高架鉄道の構築方法を説明す
る。 (1)建設現場では、基礎3が構築されるとともに、工
事用ガイドレール4が敷設される。一方、工場では必要
な柱材1と桁材2が製作されて現場まで運ばれ、資材台
車7に積載される。 (2)建設現場では建機台車6と共に資材台車7を工事
用ガイドレール4に沿って移動させつつ、建設作業を行
う。まず、クレーン5で柱材1を吊り上げて基礎3の所
定位置に着底させ、ベースフランジ12のボルト孔に嵌
合させたアンカーボルト31にナットを装着して締め付
け柱材を固定する。また必要に応じて柱材1の内部にコ
ンクリートを注入して打設してもよい。 (3)次にクレーン5で桁材2を吊り上げ、柱材1の上
端に底板21の取合孔26を嵌合させて柱材1の桁受け
リング13上に桁材2を配置し、桁受けリング13と底
板21とを溶接により接合して固定する。 (4)さらにこの桁材2と既に建設した桁材2とを結合
し、桁材2内にコンクリート27を注入して打設する。 (5)桁材23のスパン長をたとえば6mとして3スパ
ンで1ブロッ クを形成し、1ブロック毎に建設やコン
クリート打設を行ってもよい。
Next, a method of constructing this elevated railway will be described. (1) At the construction site, the foundation 3 is constructed and the construction guide rails 4 are laid. On the other hand, in the factory, required pillar materials 1 and girder materials 2 are manufactured, transported to the site, and loaded on the material truck 7. (2) At the construction site, the construction work is performed while moving the material truck 7 along with the construction machine truck 6 along the construction guide rail 4. First, the column member 1 is lifted by the crane 5 to reach the bottom of the foundation 3 at a predetermined position, and a nut is attached to the anchor bolt 31 fitted in the bolt hole of the base flange 12 to fix the tightened column member. If necessary, concrete may be poured into the inside of the pillar 1 to be placed. (3) Next, the girder material 2 is hoisted by the crane 5, the fitting hole 26 of the bottom plate 21 is fitted to the upper end of the pillar material 1, and the girder material 2 is arranged on the girder receiving ring 13 of the pillar material 1. The receiving ring 13 and the bottom plate 21 are joined and fixed by welding. (4) Further, the girder material 2 and the already constructed girder material 2 are joined, and concrete 27 is poured into the girder material 2 and placed. (5) The span length of the girder material 23 may be, for example, 6 m, one block may be formed with three spans, and construction or concrete pouring may be performed for each block.

【0012】この様にして順次柱材1と桁材2とを構築
して行き、打設コンクリートの養生後、桁材2上に鉄道
用のレール28を敷設する。なお、複軌道の場合は図5
に示すように、桁材2の構築時に左右の横桁2,2同士
を接合する。
In this way, the pillar material 1 and the girder material 2 are sequentially constructed, and after curing the cast concrete, the rail 28 for the railway is laid on the girder material 2. In addition, in case of double orbit
As shown in (3), the left and right lateral girders 2, 2 are joined together when the girder material 2 is constructed.

【0013】上記実施例によれば、工場製作による鋼製
またはこれに類する材料を用い、構造材と型枠とを兼用
させ、また補強材や鉄筋をも組み込んでプレハブ化、ユ
ニット化した柱材1および桁材2を現場に運び、現場で
組み立ててゆくため、従来現場で必要とされていた足場
の組み立て、型枠/鉄筋の組み立て、型枠の撤去などの
作業工程が不要となり、大幅な工期短縮が図れる。した
がって、現場工事は、基礎の構築。柱材1の建て込みと
基礎3、柱材1、桁材2の接合、コンクリート打設が主
な作業となり、人手不足対策や経済効果に大きく寄与す
ることができる。さらに、工場における柱材1や桁材2
の製作は、従来現場で行っていた作業に比較して、形状
の自由度を大幅に拡大することができ、たとえば桁材2
のコーナー部の湾曲形状など、曲面を採用して美的感
覚、意匠性に優れた架構材を容易に提供することがで
き、都市景観の向上に寄与することができる。
According to the above-mentioned embodiment, a pillar material which is made of steel manufactured by a factory or a material similar thereto, is used as a structural material and a formwork, and is also prefabricated into a unit by incorporating a reinforcing material and a reinforcing bar into a unit. Since 1 and girder material 2 are carried to the site and assembled at the site, work steps such as scaffolding, formwork / rebar assembly, and formwork removal, which were conventionally required at the site, are unnecessary The construction period can be shortened. Therefore, site construction is the foundation construction. The main work is the building of the pillar material 1, the joining of the foundation 3, the pillar material 1 and the girder material 2, and the placing of concrete, which can greatly contribute to the labor shortage countermeasure and the economic effect. Furthermore, pillar materials 1 and girder materials 2 in the factory
The production of can greatly expand the degree of freedom of the shape as compared with the work performed in the conventional field.
By adopting a curved surface such as the curved shape of the corner portion of the frame, it is possible to easily provide a frame material having an excellent aesthetic feeling and a good design, which can contribute to the improvement of the cityscape.

【0014】[0014]

【発明の効果】以上に述べたごとく本発明によれば、強
度を保持する構造材にコンクリート打設用の型枠を兼用
させるとともに、補強材や鉄筋を組み込んで、柱材と桁
材とをユニット化し、これを工場で製作することによ
り、現場の作業工程における足場の組み立て・撤去作
業、型枠の組立・撤去作業を省略することができる。し
たがって、工程の少なくできる分、工事期間を短縮する
とともに、作業の安全性の確保でき、作業員の数を減ら
すこととができてコストを低減することができる。
As described above, according to the present invention, a structural material that retains strength is also used as a formwork for concrete pouring, and a reinforcing material and a reinforcing bar are incorporated to form a pillar material and a girder material. By unitizing and manufacturing this in a factory, it is possible to omit scaffold assembly / removal work and formwork assembly / removal work in the field work process. Therefore, as the number of steps can be reduced, the construction period can be shortened, work safety can be ensured, the number of workers can be reduced, and the cost can be reduced.

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

【図1】本発明に係る高架鉄道の建設状態を示す外観説
明図である。
FIG. 1 is an external view illustrating a construction state of an elevated railway according to the present invention.

【図2】同構築部材を説明する分解斜視図である。FIG. 2 is an exploded perspective view illustrating the building member.

【図3】同構築状態の柱材と桁材を示す正面部分断面図
である。
FIG. 3 is a front partial cross-sectional view showing a column member and a girder member in the same construction state.

【図4】同構築状態の柱材と桁材を示す側面図である。FIG. 4 is a side view showing a column member and a girder member in the same construction state.

【図5】他の実施例の柱材と桁材を示す正面図である。FIG. 5 is a front view showing a pillar material and a girder material of another embodiment.

【符号の説明】[Explanation of symbols]

1 柱材 2 桁材 3 基礎 4 工事用ガイドレール 5 クレーン 6 建機台車 7 資材台車 11 柱筒材 12 ベースフランジ 13 桁受けリング 24 補強リブ 25 鉄筋 26 取合孔 27 コンクリート 31 アンカーボルト 1 Pillar material 2 Girder material 3 Foundation 4 Construction guide rail 5 Crane 6 Construction equipment trolley 7 Material trolley 11 Pillar cylinder material 12 Base flange 13 Girder receiving ring 24 Reinforcing rib 25 Reinforcing bar 26 Reinforcement hole 27 Concrete hole 31 Anchor bolt

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート打設用の型枠と兼用の構造
材と補強材および鉄筋を組み込んだ桁材と柱材とを工場
で製作して現場に運搬し、現場に形成された基礎上に柱
材を立設固定し、さらにこれら柱材上に桁材を載せて固
定した後、桁材と柱材の両方または一方にコンクリート
を打設して構造物を構築することを特徴とする高架構造
物の構築方法。
Claims: 1. A structural material that also serves as a formwork for concrete pouring, a reinforcing material, and a girder material and a pillar material in which reinforcing bars are incorporated are manufactured in a factory and transported to the site, and then on a foundation formed on the site. An elevated structure characterized by constructing a structure in which pillars are erected and fixed, and then girders are placed on these pillars and fixed, and then concrete is placed on both or one of the girders and pillars. How to build a structure.
JP11656592A 1992-05-11 1992-05-11 How to build an elevated structure Pending JPH05311617A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11656592A JPH05311617A (en) 1992-05-11 1992-05-11 How to build an elevated structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11656592A JPH05311617A (en) 1992-05-11 1992-05-11 How to build an elevated structure

Publications (1)

Publication Number Publication Date
JPH05311617A true JPH05311617A (en) 1993-11-22

Family

ID=14690259

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11656592A Pending JPH05311617A (en) 1992-05-11 1992-05-11 How to build an elevated structure

Country Status (1)

Country Link
JP (1) JPH05311617A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09235708A (en) * 1996-02-29 1997-09-09 Fujisen Kyoryo Doboku Kk Bridge and construction method of bridge
JP2006207152A (en) * 2005-01-25 2006-08-10 Ps Mitsubishi Construction Co Ltd Open caisson press-fitting method
KR100766888B1 (en) * 2006-04-15 2007-10-18 (주)스틸엔콘크리트 Prefabricated bridge and construction method using pier coping part by connecting pile column with pillar connecting member
JP2011149202A (en) * 2010-01-21 2011-08-04 Fletcher Construction Co Ltd Installation method of bridge pier
KR101388135B1 (en) * 2012-08-27 2014-04-23 삼성물산 주식회사 Precast Concrete Pier Cap Structure In The Bridge And Manufacturing Method Of Pretension Precast Concrete Pier Cap
KR102598985B1 (en) * 2022-12-27 2023-11-06 (주)대우건설 Connection method of concrete filled tube bridge column and reinforced concrete pier cap

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0424306A (en) * 1990-05-18 1992-01-28 Yokokawa Koji Kk Method of laying floor plate for prefabricated house

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0424306A (en) * 1990-05-18 1992-01-28 Yokokawa Koji Kk Method of laying floor plate for prefabricated house

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09235708A (en) * 1996-02-29 1997-09-09 Fujisen Kyoryo Doboku Kk Bridge and construction method of bridge
JP2006207152A (en) * 2005-01-25 2006-08-10 Ps Mitsubishi Construction Co Ltd Open caisson press-fitting method
KR100766888B1 (en) * 2006-04-15 2007-10-18 (주)스틸엔콘크리트 Prefabricated bridge and construction method using pier coping part by connecting pile column with pillar connecting member
JP2011149202A (en) * 2010-01-21 2011-08-04 Fletcher Construction Co Ltd Installation method of bridge pier
KR101388135B1 (en) * 2012-08-27 2014-04-23 삼성물산 주식회사 Precast Concrete Pier Cap Structure In The Bridge And Manufacturing Method Of Pretension Precast Concrete Pier Cap
KR102598985B1 (en) * 2022-12-27 2023-11-06 (주)대우건설 Connection method of concrete filled tube bridge column and reinforced concrete pier cap

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