JPH05192731A - Manufacturing device of reinforcing bar cage for field placing concrete pile - Google Patents

Manufacturing device of reinforcing bar cage for field placing concrete pile

Info

Publication number
JPH05192731A
JPH05192731A JP11394591A JP11394591A JPH05192731A JP H05192731 A JPH05192731 A JP H05192731A JP 11394591 A JP11394591 A JP 11394591A JP 11394591 A JP11394591 A JP 11394591A JP H05192731 A JPH05192731 A JP H05192731A
Authority
JP
Japan
Prior art keywords
reinforcing bar
main bar
main
bar
ring
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
JP11394591A
Other languages
Japanese (ja)
Inventor
Toshio Haino
利雄 拝野
Yoshinori Yoshida
義典 吉田
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.)
TOHO KIKAI KOGYO KK
Original Assignee
TOHO KIKAI KOGYO 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 TOHO KIKAI KOGYO KK filed Critical TOHO KIKAI KOGYO KK
Priority to JP11394591A priority Critical patent/JPH05192731A/en
Publication of JPH05192731A publication Critical patent/JPH05192731A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To mechanize the manufacture of the reinforcing bar cage for the field placing concrete pile which is conventionally operated with hand work. CONSTITUTION:A hanging down holding part 23 of a hoop bar ring and a main bar holding part 24 intermittently rotating are extended from an up and down moving body 22 at both ends of a long size base part, this up and down moving body 22 is attached to body 21 which moves along the long size base part, a main bar stretching to the main bar holding part 24 is welded with a reinforcing bar ring and the reinforcing bar ring is positioned and fixed, then successively the main bar is welded at the outer circumference of reinforcing bar ring. After the welding of main bar is finished, a semifinished work is elevated with the up and down moving body 22 and a center jack 3, and the reinforcing bar cage is manufactured by fitting outside the hoop reinforcing bar ring which is preliminarily hung down with the hanging down holding part 23 at the outer circumference of main bar and welding.

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、場所打ちコンクリート
杭に使用する鉄筋篭の製造装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforced basket manufacturing apparatus used for cast-in-place concrete piles.

【0002】[0002]

【従来の技術】建築物を構築する場合、その下部地盤に
場所打ちコンクリート杭と称する地中杭を形成し、この
杭と一体に建築物を構築することが行われている。この
場所打ちコンクリート杭は、泥水掘削によって堅穴を掘
削し、筒状の鉄筋篭を堅穴に挿入した後、コンクリート
を打設するものである。
2. Description of the Related Art When constructing a building, an underground pile called a cast-in-place concrete pile is formed in the lower ground, and the building is constructed integrally with this pile. In this cast-in-place concrete pile, a solid hole is excavated by muddy water excavation, a cylindrical reinforcing steel cage is inserted into the solid hole, and then concrete is placed.

【0003】この鉄筋篭は、内方より補強筋リングa、
主筋b、フープ筋リングcより構成されるもので、その
製造手段は、適当間隔をおいて起立保持した複数本の補
強筋リングaの外周に主筋b二本を熔着して補強筋リン
グaの固定を行い(A状態:図6参照)、次に補強筋リ
ングaの全外周を等間隔で主筋bを熔着して全体を円筒
状態Bにする(図7参照)。更に主筋bの外方にフープ
筋リングc外嵌して主筋bと熔着して完成するものであ
り(C状態:図8参照)、前記製造作業は総て建築現場
に於いて人力で行っていたものである。
This rebar cage has a reinforcing bar ring a,
The reinforcing bar ring a is composed of a main bar b and a hoop bar ring c, and the manufacturing means thereof is to weld two main bars b to the outer circumference of a plurality of reinforcing bar rings a standing and held at appropriate intervals. Are fixed (state A: see FIG. 6), and then the main reinforcement b is welded to the entire outer circumference of the reinforcing bar ring a at equal intervals to bring the whole into a cylindrical state B (see FIG. 7). Further, the hoop muscle ring c is fitted on the outside of the main bar b and welded to the main bar b (state C: see FIG. 8), and all the manufacturing work is performed manually at the construction site. It was what was there.

【0004】[0004]

【発明が解決しようとする課題】鉄筋篭はその規格が定
まっており、補強筋リングa、主筋b、フープ筋リング
cの大きさ、長さ、熔着位置は当該規格に基づいて適正
な寸法に仕上げなければならなく、前記の手作業による
製造では各鉄筋の熔着位置の寸法取り、印付け、更に熔
接作業時に被熔接物の保持等の必要があり、その製造は
非常に煩雑である。そこで本発明は、前記鉄筋篭を簡単
に且つ効率良く製造する装置を提供せんとしたものであ
る。
The standard of the rebar cage is fixed, and the size, length, and welding position of the reinforcing bar ring a, the main bar b, and the hoop bar c are appropriate dimensions based on the standard. In the above-mentioned manual production, it is necessary to measure and mark the welding position of each reinforcing bar, and to hold the material to be welded during the welding work, which is very complicated. . Therefore, the present invention does not provide an apparatus for easily and efficiently manufacturing the rebar cage.

【0005】[0005]

【課題を解決するための手段】本発明に係る場所打ちコ
ンクリート杭用鉄筋篭の製造装置は、製出せんとする鉄
筋篭長より長い長尺ベース部と、長尺ベース部両端に配
して長尺ベース部に添って横移動をなす作動部と、長尺
ベース部中央に配したセンタージャッキ部とからなり、
前記作動部に上下移動体を設け、前記上下移動体より鉄
筋篭を構成するフープ筋リングの吊下保持部を突設する
と共に、円状外周部分に鉄筋篭を構成する主筋の掛止部
を設け、且つ間欠回転をなす主筋保持部を前記吊下保持
部より更に突出せしめて設けてなることを特徴とするも
のである。
A manufacturing apparatus for a reinforced basket for cast-in-place concrete piles according to the present invention is provided with a long base portion longer than the length of the reinforced basket to be produced and arranged at both ends of the long base portion. It consists of an operating part that moves laterally along the long base part and a center jack part arranged in the center of the long base part.
An up-and-down moving body is provided in the operating part, and a suspension holding portion of a hoop muscle ring forming a rebar basket is projected from the up-and-down moving body, and a hook portion of a main bar constituting a rebar basket is provided on a circular outer peripheral portion. The present invention is characterized in that the main bar holding portion which is provided and intermittently rotates is provided so as to further project from the suspension holding portion.

【0006】[0006]

【作用】フープ筋リングを所定数吊下保持部に吊り下げ
保持しておき、長尺ベース上に載置し、且つ掛止部の適
宜位置に主筋を二本平行に渡して、前記の主筋の上に補
強筋リングを載置して保持し、所定個所を熔着して補強
筋リングの位置決め固定を行い、次に主筋保持部の間欠
回転に対応して順次主筋を掛け渡して行くと同時に補強
筋リングと主筋の熔着をなし、全体を円筒状に形成す
る。而る後、移動体を上昇せしめ、これと同時にセンタ
ージャッキを動作せしめて円筒状態のものを長尺ベース
部より持ち上げ、フープ筋リングを順次円筒状態の所定
位置に外嵌して熔着すると鉄筋篭が製出され、作動部を
後退(長尺ベース両端方向へ)させると、製出された鉄
筋篭は製造装置より外れるので、これを現場打ちコンク
リート杭の鉄筋篭として使用に供するものである。
[Operation] A predetermined number of hoop muscle rings are suspended and held on the suspension holder, placed on a long base, and two main bars are provided in parallel at appropriate positions on the hooking section to obtain the main bars. When the reinforcing bar ring is placed and held on top of it, the predetermined position is welded to position and fix the reinforcing bar ring, and then the main bar is successively laid over in response to intermittent rotation of the main bar holding section. At the same time, the reinforcing bar ring and the main bar are welded to form the entire cylinder. After that, the moving body is raised, and at the same time, the center jack is operated to lift the cylindrical object from the long base portion, and the hoop muscle ring is sequentially fitted onto the predetermined position in the cylindrical condition and welded, and When the basket is produced and the operating part is retracted (towards both ends of the long base), the produced basket is removed from the manufacturing equipment, so it is used as a basket for cast-in-place concrete piles. .

【0007】[0007]

【実施例】次に本発明の実施例について説明する。本発
明に係る製造装置は、長尺ベース部1、作動部2、セン
タージャッキ3からなり、長尺ベース部1は少なくとも
製出せんとする鉄筋篭Cの長さより長く、二個の対向し
た角フレーム11と角フレームの頂部間を連結すると共
に、角フレームの一側へ突出せしめた主筋ベース12か
らなり、角フレーム11の対向面には作動部2の移動用
レール13を設けてなる。作動部2は長尺ベース部の両
端に各々相対称に設けたもので、各作動部2は、本体2
1、上下移動体22、フープ筋リングcの吊下保持部2
3、主筋保持部24からなり、本体21は前記レール1
3上を走行する車輪211を付設して長尺ベース部1に
添って移動可能に設けると共に、上下移動体22及び上
下移動体22の駆動機構(油圧シリンダー)212を付
設してなる。上下移動体22は回転駆動機構を内装し、
他方の作動部2と対向する面にフープ筋リングcの吊下
保持部23及び主筋保持部24を設けてなるもので、吊
下保持部23は形成せんとする鉄筋篭Cと同心円状に配
したものであり、主筋保持部24は前記吊下保持部23
より更に突出せしめ、先端部に製出せんとする鉄筋篭C
の主筋b位置と対応する主筋掛止部241を輪状に設
け、主筋bの熔着間隔に対応して間欠回転を行うように
してなる。
EXAMPLES Next, examples of the present invention will be described. The manufacturing apparatus according to the present invention includes a long base portion 1, an operating portion 2, and a center jack 3. The long base portion 1 is at least longer than the length of a reinforcing bar cage C to be produced, and two facing corners are provided. The frame 11 and the top of the square frame are connected to each other, and the main frame base 12 is made to project to one side of the square frame. The operating parts 2 are provided symmetrically on both ends of the long base part.
1, vertical moving body 22, suspension holding portion 2 of hoop muscle ring c
3, main bar holder 24, the main body 21 is the rail 1
3 are provided so as to be movable along the long base portion 1 by attaching wheels 211 that travel on the top and bottom, and a vertically moving body 22 and a drive mechanism (hydraulic cylinder) 212 for the vertically moving body 22 are additionally provided. The up-and-down moving body 22 has a rotation drive mechanism built-in,
The suspension holding portion 23 and the main reinforcement holding portion 24 of the hoop muscle ring c are provided on the surface facing the other operating portion 2, and the suspension holding portion 23 is arranged concentrically with the rebar cage C to be formed. The main bar holding portion 24 is the hanging holding portion 23.
Reinforcing bar cage C that further protrudes and does not produce at the tip
The main bar retaining portion 241 corresponding to the position of the main bar b is provided in a ring shape, and intermittent rotation is performed corresponding to the welding interval of the main bar b.

【0008】而して前記製造装置を用いて鉄筋篭を製出
するには、フープ筋リングcを予め所定数吊下保持部2
3に吊り下げて保持し、主筋bを主筋ベース12上に並
列し、最初の二本を主筋掛止部241に渡し、この主筋
bの上に補強筋リングaを手で所定位置に保持しながら
前記二本の主筋bに熔着し、必要とする補強筋リングa
の総てを二本の主筋に熔着して補強筋リングaの位置決
め固定を行う(A状態:図6参)。次に主筋保持部24
を一間欠回転せしめ、熔着しようとする主筋bを前記の
固定された補強筋リングaの外周に添わせ、その接点を
熔着する。更に次の主筋bの熔着を行うと云うように主
筋保持部24の間欠回転と同時に主筋bの供給並びに熔
着を行い、補強筋リングaの全外周に主筋bを熔着して
円筒状体B(図7参照)を形成する。
Thus, in order to produce a rebar cage using the above-mentioned manufacturing apparatus, a predetermined number of hoop muscle rings c are suspended and held in advance.
3 is suspended and held, the main bars b are juxtaposed on the main bar base 12, the first two bars are passed to the main bar hooking portion 241, and the reinforcing bar ring a is held at a predetermined position by hand on the main bars b. While welding to the two main bars b, the necessary reinforcing bar ring a
All of the above are welded to the two main bars to position and fix the reinforcing bar ring a (state A: see FIG. 6). Next, the main bar holding portion 24
Is intermittently rotated, the main bar b to be welded is brought along the outer periphery of the fixed reinforcing bar ring a, and the contact is welded. Further, the main bar b is supplied and welded at the same time as the intermittent rotation of the main bar holding portion 24 such that the next main bar b is welded. Form body B (see FIG. 7).

【0009】前記円筒状体Bが形成されるとセンタージ
ャッキ3及び上下移動体22を上昇させ、円筒状体Bを
持ち上げる。この状態で吊下保持部23に保持していた
フープ筋リングcを順次筒状体Bに外嵌して所定の個所
に位置せしめると共に、主筋bと熔着し、総てのフープ
筋リングcの熔着を終了すると製品Cが完成するもの
で、センタージャッキ3及び上下移動体を下降せしめ製
品Cを長尺ベース部1上に載置する共に、作動部2を後
退させ、主筋bと主筋保持部24とを離脱させ、そのま
ま長尺ベース部1上より転がして本製造装置より外した
り或はクレーン等で製品Cを吊り上げて本製造装置より
取り外して、現場打ちコンクリート杭の鉄筋篭として使
用に供するものである。
When the cylindrical body B is formed, the center jack 3 and the vertical moving body 22 are raised and the cylindrical body B is lifted. In this state, the hoop muscle ring c held by the suspension holding portion 23 is sequentially fitted onto the tubular body B to be positioned at a predetermined position, and the hoop muscle ring c is welded to the main muscle b so that all the hoop muscle rings c The product C is completed when the welding of No. 1 is completed, and the center jack 3 and the vertical moving body are lowered to place the product C on the long base portion 1 and the operating portion 2 is retracted to re-install the main bar b and the main bar. It is used as a reinforced basket of cast-in-place concrete pile by detaching the holding part 24 and rolling it from the long base part 1 as it is to remove it from the manufacturing device or lifting the product C with a crane or the like and removing it from the manufacturing device. To be used for.

【0010】尚本発明装置の各部の大きさ及び治具寸法
は、製出せんとする鉄筋篭の大きさに対応して変更でき
るもので、例えば主筋保持部24は当然取り換えがなさ
れる。更に本発明装置は建設現場に設置して鉄筋篭を製
出するもので、長尺ベース部の分割や、各部の組立が容
易な構造としておくと、運搬等に便利である。
The size and jig size of each part of the device of the present invention can be changed in accordance with the size of the rebar cage to be produced. For example, the main bar holding part 24 is naturally replaced. Further, the device of the present invention is installed at a construction site to produce a rebar cage, and it is convenient for transportation if the structure of the long base part is divided and the parts are easily assembled.

【0011】[0011]

【発明の効果】本発明は以上のように場所打ちコンクリ
ート杭に使用される鉄筋篭の製造装置で、従来総て手作
業で行っていた鉄筋篭の製造を機械化することで製造能
率を向上させたものである。
INDUSTRIAL APPLICABILITY As described above, the present invention is a manufacturing apparatus for a reinforced basket used for cast-in-place concrete piles, and improves the manufacturing efficiency by mechanizing the manufacturing of the reinforced basket that has conventionally been performed entirely by hand. It is a thing.

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

【図1】本発明の実施例装置の全体の正面図である。FIG. 1 is an overall front view of an apparatus according to an embodiment of the present invention.

【図2】図1の中央縦断面図である。FIG. 2 is a central vertical sectional view of FIG.

【図3】作動部の作動(補強筋リングの固定)の説明図
である。
FIG. 3 is an explanatory diagram of an operation of an operating portion (fixing of a reinforcing bar ring).

【図4】作動部の作動(主筋の熔着)の説明図である。FIG. 4 is an explanatory diagram of the operation of the operating portion (welding of the main bar).

【図5】作動部の作動(フープ筋リングの熔着)の説明
図である。
FIG. 5 is an explanatory diagram of the operation of the operating portion (welding of the hoop muscle ring).

【図6】鉄築篭の製造途中(補強筋リングの固定)の説
明図である。
FIG. 6 is an explanatory view of the iron cage during manufacturing (fixing the reinforcing bar ring).

【図7】鉄築篭の製造途中(主筋の熔着)の説明図であ
る。
FIG. 7 is an explanatory view during the manufacturing of the iron basket (welding of the main bar).

【図8】製品の斜視図である。FIG. 8 is a perspective view of a product.

【符号の説明】[Explanation of symbols]

1 長尺ベース部 11 角フレーム 12 主筋ベース 13 レール 2 作動部 21 本体 22 上下移動体 23 吊下保持部 24 主筋保持部 3 センタージャッキ 1 Long base part 11 Square frame 12 Main bar base 13 Rail 2 Operating part 21 Main body 22 Vertical moving body 23 Suspension holding part 24 Main bar holding part 3 Center jack

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 製出せんとする鉄筋篭長より長い長尺ベ
ース部と、長尺ベース部両端に配して長尺ベース部に添
って横移動をなす作動部と、長尺ベース部中央に配した
センタージャッキ部とからなり、前記作動部に上下移動
体を設け、前記上下移動体より鉄筋篭を構成するフープ
筋リングの吊下保持部を突設すると共に、円状外周部分
に鉄筋篭を構成する主筋の掛止部を設け、且つ間欠回転
をなす主筋保持部を前記吊下保持部より更に突出せしめ
て設けてなることを特徴とする場所打ちコンクリート杭
用鉄筋篭の製造装置。
1. A long base portion which is longer than the length of a rebar basket to be produced, an operating portion which is arranged at both ends of the long base portion and moves laterally along the long base portion, and a central portion of the long base portion. And a center jack part disposed on the upper and lower moving bodies, and a vertically movable body is provided in the operating part, and a suspension holding portion of a hoop muscle ring forming a rebar basket is projected from the vertically movable body, and a rebar is provided on a circular outer peripheral portion. An apparatus for manufacturing a reinforcing bar basket for cast-in-place concrete piles, characterized in that a main bar retaining part that constitutes a basket is provided, and a main bar holding part that makes intermittent rotation is provided so as to further project from the suspension holding part.
JP11394591A 1991-04-18 1991-04-18 Manufacturing device of reinforcing bar cage for field placing concrete pile Pending JPH05192731A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11394591A JPH05192731A (en) 1991-04-18 1991-04-18 Manufacturing device of reinforcing bar cage for field placing concrete pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11394591A JPH05192731A (en) 1991-04-18 1991-04-18 Manufacturing device of reinforcing bar cage for field placing concrete pile

Publications (1)

Publication Number Publication Date
JPH05192731A true JPH05192731A (en) 1993-08-03

Family

ID=14625145

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11394591A Pending JPH05192731A (en) 1991-04-18 1991-04-18 Manufacturing device of reinforcing bar cage for field placing concrete pile

Country Status (1)

Country Link
JP (1) JPH05192731A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100595376B1 (en) * 1999-04-16 2006-07-03 정경옥 Zig assembly for preparing iron bar mesh, process for preparing iron bar mesh using the said zig assembly, and process for construction utilizing the iron bar mesh
JP2010144430A (en) * 2008-12-18 2010-07-01 Neturen Co Ltd Pile-main-reinforcement lifting device and method for arranging reinforcing bar to pile main reinforcement
CN103132506A (en) * 2011-11-29 2013-06-05 上海市基础工程有限公司 Processing and manufacturing method for bored pile double-layer strengthened hoop steel bar cage
CN104624872A (en) * 2013-07-03 2015-05-20 浙江永达电力实业股份有限公司 Concrete pole framework net forming machine
CN108213282A (en) * 2018-01-03 2018-06-29 鲲鳌建设有限公司 For the steel reinforcement cage and its molding machine of drilled press-grouting pile
JP2021025245A (en) * 2019-08-01 2021-02-22 義信 林 Primary reinforcement member for reinforcement cage and hoop and reinforcement cage comprising these and assembly method of reinforcement cage

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100595376B1 (en) * 1999-04-16 2006-07-03 정경옥 Zig assembly for preparing iron bar mesh, process for preparing iron bar mesh using the said zig assembly, and process for construction utilizing the iron bar mesh
JP2010144430A (en) * 2008-12-18 2010-07-01 Neturen Co Ltd Pile-main-reinforcement lifting device and method for arranging reinforcing bar to pile main reinforcement
CN103132506A (en) * 2011-11-29 2013-06-05 上海市基础工程有限公司 Processing and manufacturing method for bored pile double-layer strengthened hoop steel bar cage
CN104624872A (en) * 2013-07-03 2015-05-20 浙江永达电力实业股份有限公司 Concrete pole framework net forming machine
CN108213282A (en) * 2018-01-03 2018-06-29 鲲鳌建设有限公司 For the steel reinforcement cage and its molding machine of drilled press-grouting pile
JP2021025245A (en) * 2019-08-01 2021-02-22 義信 林 Primary reinforcement member for reinforcement cage and hoop and reinforcement cage comprising these and assembly method of reinforcement cage

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