JPH10216878A - Build up method, build up device and build up jig for reinforcing cage - Google Patents

Build up method, build up device and build up jig for reinforcing cage

Info

Publication number
JPH10216878A
JPH10216878A JP3269397A JP3269397A JPH10216878A JP H10216878 A JPH10216878 A JP H10216878A JP 3269397 A JP3269397 A JP 3269397A JP 3269397 A JP3269397 A JP 3269397A JP H10216878 A JPH10216878 A JP H10216878A
Authority
JP
Japan
Prior art keywords
cage
reinforcing
reinforcing bar
arm
assembling
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
JP3269397A
Other languages
Japanese (ja)
Inventor
Yasuo Tsubone
康雄 坪根
Koji Aihara
孝次 相原
Sosuke Tonami
宗典 利波
Hideyuki Okuda
英幸 奥田
Sadato Takagi
貞人 高木
Toru Komatsubara
徹 小松原
Yoichi Tsutsumi
洋一 堤
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.)
Taisei Corp
Tokyo Gas Co Ltd
Original Assignee
Taisei Corp
Tokyo Gas 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 Taisei Corp, Tokyo Gas Co Ltd filed Critical Taisei Corp
Priority to JP3269397A priority Critical patent/JPH10216878A/en
Publication of JPH10216878A publication Critical patent/JPH10216878A/en
Pending legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)
  • Wire Processing (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a build up method, build up device and build up jig for a reinforcing cage which can improve the efficiency of build up work of the reinforcing cage, reduce the cost and restrain the build up site to the min. limit. SOLUTION: Posts 1 projecting arms 12 at plural steps preliminarily putting horizontal reinforcement 21 in the reinforcing cage, are stood on the peripheral surface of a tubular body so as to be rotatable while centering the axial line, and arranged at two lines along both surfaces of the outer shape of constructing scheduled reinforcing cage. The horizontal reinforcement 21 group is preliminarily put to each arm in the condition of mutually facing each arm 12 of the faced parts interposing the reinforcing cage. Reinforcement to shearing and vertical reinforcement groups are connected with the horizontal reinforcement group, and after manufacturing the reinforcing cage, the posts 1 are rotated to swingly shift the arms 12 to the outside of the reinforcing cage and the engagement of the reinforcing cage with the arms is released, and the reinforcing cage is hung upward with a hanging device. Further, the build up jig for the reinforcing cage is composed of a crossing clamp for holding the crossing part between the horizontal reinforcement and the vertical reinforcement in the reinforcing cage and a space holding clamp for holding both of the vertical reinforcements.

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、鉄筋篭の組立方法
と組立装置及び組立治具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for assembling a reinforced cage and an assembling jig.

【0002】[0002]

【発明が解決しようとする課題】コンクリ−ト構造物の
構築は、一般的には型枠の内部に鉄筋を組み立てた後に
コンクリ−トの打設が行われる。しかし、地下タンクの
側壁等の場合、側壁の壁厚が薄いと型枠に囲まれた内部
で鉄筋を組み立てるのは極めて困難であり、危険性が大
である。そこで、別の場所で鉄筋篭を組み立てた後、コ
ンクリ−ト構造物の構築場所まで鉄筋篭を搬送して設置
する方法が考えられている。
In the construction of a concrete structure, a concrete is generally cast after assembling a reinforcing bar inside a formwork. However, in the case of a side wall of an underground tank or the like, if the wall thickness of the side wall is thin, it is extremely difficult to assemble the reinforcing bar inside the form frame, and the danger is large. Therefore, there has been proposed a method of assembling a reinforced cage at another place, and then transporting and installing the reinforced basket to a construction location of a concrete structure.

【0003】その方法の一つは、架台上で寝かせた状態
で鉄筋篭を組み立てた後、クレ−ン等で吊り起こし、所
定の場所まで鉄筋篭を搬送する方法である。しかしこの
方法の場合は、起こす時に鉄筋篭が変形するため、鉄筋
篭のフレ−ムを強固に製作する必要があり、手間とコス
トの面で問題がある。
[0003] One of the methods is a method of assembling a reinforced cage in a state of being laid on a gantry, suspending the reinforced cage with a crane or the like, and transporting the reinforced cage to a predetermined place. However, in the case of this method, since the reinforcing bar cage is deformed when it is raised, it is necessary to firmly manufacture the frame of the reinforcing bar cage, and there is a problem in terms of labor and cost.

【0004】他の方法として、上記と同様に架台上で寝
かせた状態で鉄筋篭を組み立てた後、架台ごと鉄筋篭を
直立状態に起こす方法がある。しかしこの方法の場合
は、架台ごと鉄筋篭を起こすための装置が大掛かりとな
り、コスト面や故障等の問題が発生する。
[0004] As another method, there is a method of assembling a reinforcing bar cage in a state of being laid on a gantry as described above, and then raising the reinforcing bar cage together with the gantry. However, in the case of this method, a device for raising the reinforcing bar together with the frame becomes large-scale, which causes problems such as cost and failure.

【0005】さらに、上記2つの従来技術の場合、とも
に鉄筋篭を寝かせた状態で組み立て作業を行うため、広
い組み立て場所が必要となり、用地確保の点で困難が伴
う。
Furthermore, in the case of the above two prior arts, since the assembling work is performed with the reinforcing bar laid down, a large assembling place is required, and there is a difficulty in securing land.

【0006】[0006]

【発明の目的】本発明は、上記のような問題点を解決す
るためになされたもので、鉄筋篭の組立作業の効率を高
め、コストを低減できると共に、組立用地を最小限に抑
えることができる、鉄筋篭の組立方法と組立装置及び組
立治具を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and can improve the efficiency of assembling reinforced cages, reduce costs, and minimize the number of sites for assembly. An object of the present invention is to provide an assembling method, an assembling apparatus, and an assembling jig for a reinforced cage.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するため
の手段として、本発明は請求項1として、管体の周面に
鉄筋篭の横筋を仮置きするア−ムを複数段突設した支柱
を、軸線を中心に回転可能に立設し、かつ構築予定の鉄
筋篭の外形の両面に沿って2列で配設し、前記鉄筋篭を
挟んで対向する支柱の各ア−ムを向かい合わせた状態で
各ア−ムに横筋群を仮置きし、これらの横筋群にせん断
補強筋及び縦筋群を連結して鉄筋篭を製作した後、前記
鉄筋篭を吊上げ装置でやや吊り上げた状態で、前記支柱
を回転させて前記ア−ムを鉄筋篭の外側に旋回移動さ
せ、鉄筋篭とア−ムの係合を解除し、前記吊上げ装置に
より鉄筋篭を前記支柱列間から上方に吊上げることを特
徴とした、鉄筋篭の組立方法を提供する。
According to the present invention, as a means for solving the above-mentioned problem, a plurality of arms for temporarily placing transverse bars of a reinforcing bar cage are provided on a peripheral surface of a pipe body. The columns are erected so as to be rotatable about the axis, and are arranged in two rows along both sides of the outer shape of the reinforcing bar to be constructed, and face each arm of the supporting column that sandwiches the reinforcing bar. In a state where the horizontal streak group is temporarily placed on each arm in the aligned state, and a shear reinforcing bar and a vertical streak group are connected to the horizontal streak group to produce a reinforcing bar cage, the reinforcing bar cage is slightly lifted by a lifting device. Then, the column is rotated to move the arm to the outside of the reinforcing bar cage, the engagement between the reinforcing bar cage and the arm is released, and the reinforcing bar is suspended upward from between the columns by the lifting device. Provided is a method of assembling a reinforced cage, which is characterized by raising.

【0008】また、請求項2として、管体の周面に鉄筋
篭の横筋を仮置きするア−ムを複数段突設した支柱を、
軸線を中心に回転可能に立設し、かつ構築予定の鉄筋篭
の外形の両面に沿って2列で配設し、各支柱の下端部に
は支柱を昇降させる装置を設置し、前記鉄筋篭を挟んで
対向する支柱の各ア−ムを向かい合わせた状態で各ア−
ムに横筋群を仮置きし、これらの横筋群にせん断補強筋
及び縦筋群を連結して鉄筋篭を製作した後、前記鉄筋篭
を吊上げ装置により吊った状態で、前記昇降装置により
支柱を降下させ、次に支柱を回転させて前記ア−ムを鉄
筋篭の外側に旋回移動させ、鉄筋篭とア−ムの係合を解
除し、前記吊上げ装置により鉄筋篭を前記支柱列間から
上方に吊上げることを特徴とした、鉄筋篭の組立方法を
提供する。
According to a second aspect of the present invention, there is provided a support having a plurality of arms provided on a peripheral surface of a tubular body for temporarily placing a horizontal bar of a reinforcing bar cage.
The rebar cage is installed so as to be rotatable about an axis and is arranged in two rows along both sides of the outer shape of the rebar cage to be constructed, and a device for raising and lowering the columns is installed at the lower end of each column. With each arm of the supporting column facing each other with the
After temporarily placing the horizontal reinforcing bar group in the system, connecting the shear reinforcing bars and the vertical reinforcing bar group to these horizontal reinforcing bar groups to produce a reinforcing bar cage, while the reinforcing bar cage is suspended by the lifting device, the column is supported by the lifting device. The arm is pivoted to the outside of the rebar cage by rotating the column, and then the arm is disengaged from the rebar cage, and the rebar cage is lifted up from between the columns by the lifting device. The present invention provides a method for assembling a reinforcing cage, characterized by being lifted.

【0009】また、請求項3として、上記請求項1又は
2に記載の鉄筋篭の組立方法に用いる組立装置におい
て、管体の周面に鉄筋篭の横筋を仮置きするア−ムを複
数段突設した支柱を、軸線を中心に回転可能に立設し、
かつ構築予定の鉄筋篭の外形の両面に沿って2列で配設
して構成したことを特徴とする、鉄筋篭の組立装置を提
供する。
According to a third aspect of the present invention, in the assembling apparatus used in the method of assembling a reinforced cage according to the first or second aspect, the arm for temporarily placing the horizontal reinforcing bars of the reinforced cage on the peripheral surface of the pipe body is provided in a plurality of stages. The protruding strut is erected rotatably around the axis,
Further, the present invention provides an assembling apparatus for a reinforcing bar, wherein the reinforcing bar is arranged in two rows along both sides of the outer shape of the reinforcing bar to be constructed.

【0010】また、請求項4として、上記請求項3に記
載の鉄筋篭の組立装置において、前記支柱の下端部に支
柱を昇降させる装置を設置して構成したことを特徴とす
る、鉄筋篭の組立装置を提供する。
According to a fourth aspect of the present invention, there is provided an apparatus for assembling a rebar cage according to the third aspect, wherein a device for elevating and lowering the column is installed at a lower end portion of the column. An assembly device is provided.

【0011】また、請求項5として、上記請求項3又は
4に記載の鉄筋篭の組立装置において、前記鉄筋篭を挟
んで対向する支柱間に足場を架設するため、各支柱の途
上に、前記横筋仮置き用のア−ムとは独立して支柱の軸
線を中心に旋回する足場受け用ア−ムを設けたことを特
徴とする、鉄筋篭の組立装置を提供する。
According to a fifth aspect of the present invention, in the apparatus for assembling a reinforced cage according to the third or fourth aspect, a scaffold is erected between the columns opposed to each other with the reinforced cage interposed therebetween. A rebar basket assembling device, characterized in that a scaffold receiving arm is provided which pivots around an axis of a column independently of an arm for temporarily placing a horizontal line.

【0012】また、請求項6として、鉄筋篭の横筋と縦
筋の交差部の適所を保持して、横筋と縦筋の交差部の位
置ずれを防止する直交クランプと、縦筋同士を保持し
て、縦筋間に所定の間隔を確保する間隔保持クランプと
よりなる、鉄筋篭の組立治具を提供する。
According to a sixth aspect of the present invention, an orthogonal clamp for holding a proper position of an intersection of a horizontal bar and a vertical bar of a reinforcing bar to prevent a displacement of an intersection of a horizontal bar and a vertical bar, and holding the vertical bars. Accordingly, the present invention provides an assembly jig for a reinforcing bar cage, which comprises an interval holding clamp for securing a predetermined interval between vertical streaks.

【0013】さらに、請求項7として、上記請求項6に
記載の鉄筋篭の組立治具において、前記間隔保持クラン
プの縦筋間に位置する部分に、鉄筋篭を吊上げるための
吊り装置を連結する穴を開設したことを特徴とする、鉄
筋篭の組立治具を提供する。
According to a seventh aspect of the present invention, in the jig for reinforcing a reinforced cage according to the sixth aspect, a suspending device for lifting the reinforced cage is connected to a portion of the spacing holding clamp located between the vertical bars. Provided is a jig for assembling a reinforced cage, characterized in that a hole is formed.

【0014】[0014]

【発明の実施の形態】以下、図面を参照しながら、本発
明の一実施の形態について説明する。 <イ>鉄筋受け支柱の構造 鉄筋受け支柱1は、図3に示すように、管体11の周面
に鉄筋篭の横筋21を仮置きするための鉄筋受けア−ム
12を複数段突設して構成する。
Embodiments of the present invention will be described below with reference to the drawings. <A> Structure of Reinforcing Bar Support As shown in FIG. 3, the reinforcing bar supporting column 1 is provided with a plurality of reinforcing bar receiving arms 12 for temporarily placing a horizontal bar 21 of a reinforcing bar cage on the peripheral surface of a tube 11. And configure.

【0015】すなわち鉄筋受けア−ム12は、支柱1の
軸線と直交方向に突出し、かつ軸線方向に所定の間隔を
おいて所要数配設されている。また、鉄筋受けア−ム1
2の上面には横筋21を載置するための凹部13を有す
る。この凹部13は、横筋21の水平方向の配筋数に合
わせて適宜設ける。
That is, the required number of the reinforcing bar receiving arms 12 are provided in a direction perpendicular to the axis of the column 1 and at predetermined intervals in the axial direction. In addition, arm 1
The upper surface of 2 has a concave portion 13 for mounting the horizontal streak 21. The concave portions 13 are provided as appropriate according to the number of horizontal bars 21 arranged in the horizontal direction.

【0016】また、鉄筋受け支柱1は、その軸線を中心
に回転可能に立設される。例えば、図3に示すような連
結部材3により鉄筋受け支柱1の上下両端を回転可能に
支持する構造等が考えられる。この連結部材3は、大径
筒体の支持部31の上下両端面に小径の軸管32、33
を突設した形状である。
Further, the reinforcing bar receiving column 1 is erected rotatably about its axis. For example, a structure in which the upper and lower ends of the reinforcing bar receiving column 1 are rotatably supported by the connecting member 3 as shown in FIG. 3 is conceivable. The connecting member 3 is provided with small-diameter shaft tubes 32 and 33 on both upper and lower end surfaces of a large-diameter cylindrical support portion 31.
Is projected.

【0017】支持部31は、図1に示すように、支持材
34を介して鉄筋受け支柱1の外側に立設された支柱4
等に支持されている。そして、軸管32、33に鉄筋受
け支柱1の端部が、軸線を中心に回転できるよう遊嵌状
態で外装されている。そして、鉄筋受け支柱1を回転さ
せることにより、鉄筋受けア−ム12は鉄筋受け支柱1
を中心に旋回する。なお、鉄筋受け支柱1は連結部材3
を介して鉛直方向に所要数継ぎ足して、所定の高さの鉄
筋篭を組み立てできるよう構成する。
As shown in FIG. 1, the support portion 31 is provided with a support 4 standing upright outside the reinforcing bar support 1 via a support member 34.
Etc. are supported. The ends of the rebar supporting posts 1 are fitted to the shaft pipes 32 and 33 in a loosely fitted state so as to be rotatable about the axis. Then, by rotating the reinforcing bar receiving column 1, the reinforcing bar receiving arm 12 is connected to the reinforcing bar receiving column 1.
Turn around. In addition, the reinforcing rod receiving column 1 is a connecting member 3.
And a required number of splicers are added vertically in the vertical direction, so that a reinforcing bar cage having a predetermined height can be assembled.

【0018】また、図1に示すように、鉄筋篭を挟んで
対向する鉄筋受け支柱1間に内側足場41を架設するた
め、図3に示すように鉄筋受け支柱1の途上に、鉄筋受
けア−ム12とは独立して旋回する足場受けア−ム5を
突設する。この足場受けア−ム5の旋回構造は、例え
ば、連結部材3の軸管32又は33に遊嵌状態で外装さ
れた短管51の周面に、短管51の軸線と直交方向に足
場受けア−ム5を突設する構造等が考えられる。
Further, as shown in FIG. 1, the inner scaffold 41 is erected between the reinforcing bar receiving columns 1 opposed to each other with the reinforcing bar cage interposed therebetween. Therefore, as shown in FIG. A scaffold receiving arm 5 which turns independently of the arm 12 is protruded. The swiveling structure of the scaffold receiving arm 5 is such that, for example, a scaffold receiving member is provided on the peripheral surface of the short tube 51, which is loosely fitted to the shaft tube 32 or 33 of the connecting member 3, in a direction perpendicular to the axis of the short tube 51. A structure in which the arm 5 is protruded may be considered.

【0019】さらに、鉄筋受け支柱1の下端部には、図
1に示すように、鉄筋受け支柱1を軸方向に昇降させる
ためのジャッキ6等の昇降装置が設置されている。
Further, as shown in FIG. 1, a lifting device such as a jack 6 for raising and lowering the reinforcing bar support column 1 in the axial direction is installed at the lower end of the reinforcing bar receiving column 1.

【0020】<ロ>鉄筋受け支柱の設置 上記のように構成された鉄筋受け支柱1は、図1に示す
ように、所定の間隔をおいて対向させて設置した支柱4
の内側に、構築予定の鉄筋篭の外形の両面に沿って2列
で配設する。なお、支柱4の周囲には建枠足場42を、
支柱4と鉄筋受け支柱1の間には外側足場43を組み立
てる。
<B> Installation of Reinforcing Bar Supporting Column The reinforcing bar receiving column 1 configured as described above is, as shown in FIG.
Are arranged in two rows along both sides of the outer shape of the reinforcing bar to be constructed. In addition, a frame scaffold 42 around the support 4,
An outer scaffold 43 is assembled between the support 4 and the reinforcing bar support 1.

【0021】<ハ>横筋の配置 図1に示すように、先ず、最下段に位置する対向する鉄
筋受け支柱1、1を回転させて、鉄筋受けア−ム12を
向かい合わせた状態で、各鉄筋受けア−ム12に横筋2
1を仮置きする。この場合、基板上に設置した固定足場
44上に作業員が乗って配筋作業を行う。
<C> Arrangement of horizontal streaks As shown in FIG. 1, first, the opposing reinforcing bar receiving posts 1, 1 positioned at the lowermost stage are rotated so that the reinforcing bar receiving arms 12 face each other. Reinforcing bar arm 12 with horizontal bar 2
Place 1 temporarily. In this case, an operator rides on the fixed scaffolding 44 installed on the substrate to perform the bar arrangement work.

【0022】次に、足場受けア−ム5を向かい合わせ
て、それらの間に内側足場41を架設する。そして、次
段の鉄筋受け支柱1、1を回転させて向かい合わせた各
鉄筋受けア−ム12上に、内側足場41上から、横筋2
1の仮置き作業を行う。同様に、最上段の鉄筋受け支柱
1、1間まで横筋21の配筋を行う。
Next, the scaffold receiving arms 5 face each other, and the inner scaffold 41 is erected between them. Then, the horizontal bars 2 are placed on the rebar receiving arms 12 facing each other by rotating the reinforcing bars 1 and 1 of the next stage from above the inner scaffold 41.
Perform the temporary placement work of 1. Similarly, the horizontal bar 21 is arranged up to the space between the uppermost reinforcing bar receiving posts 1 and 1.

【0023】<ニ>鉄筋篭の組立治具の取り付け 図2に示すように、横筋21群の横断方向にせん断補強
筋22を接合し、さらに縦筋23を接合して鉄筋篭2を
製作した後に、鉄筋篭2を吊り上げる前に、鉄筋篭2の
適所に、図7に示すように、直交クランプ7、間隔保持
クランプ8、吊りピ−ス兼用クランプ9よりなる組立治
具を取り付ける。
<D> Installation of a jig for assembling the reinforcing bar As shown in FIG. 2, the reinforcing bar 22 was manufactured by joining the shear reinforcing bars 22 in the transverse direction of the horizontal bars 21 and further connecting the vertical bars 23. Thereafter, before lifting the reinforcing bar 2, an assembling jig including an orthogonal clamp 7, an interval holding clamp 8, and a hanging piece clamp 9 is attached to an appropriate position of the reinforcing bar 2 as shown in FIG. 7.

【0024】直交クランプ7は、図4、5に示すよう
に、二枚の板体71a、71bに、それぞれ横筋21、
縦筋23を保持するU字状の保持部72a、72bを2
箇所に突設したものである。そして、両板体71a、7
1bを横筋21と縦筋23の交差部に取り付け、ボルト
で締結して張り合わせるよう構成されている。
As shown in FIGS. 4 and 5, the orthogonal clamp 7 is provided on two plate bodies 71a and 71b, respectively.
The U-shaped holding portions 72a and 72b for holding the vertical
It protrudes from the place. And both plate bodies 71a, 7
1b is attached to the intersection of the horizontal streak 21 and the vertical streak 23, and is fastened with a bolt and stuck together.

【0025】間隔保持クランプ8は、二枚の板体81
a、81bに、それぞれ縦筋23を保持するU字状の保
持部82a、82bを2箇所に突設したものである。そ
して、両板体81a、81bを隣接する縦筋23間に取
り付け、ボルトで締結して張り合わせるよう構成されて
いる。
The interval holding clamp 8 includes two plate members 81.
U-shaped holding portions 82a and 82b for holding the vertical stripes 23 are respectively provided at two locations a and 81b. Then, the two plate bodies 81a and 81b are attached between the adjacent vertical stripes 23, and are fastened with bolts and stuck together.

【0026】吊りピ−ス兼用クランプ9は、図6に示す
ように、間隔保持クランプ8と同様の形状で、板材91
の幅を大きく形成されており、板材91の縦筋23間に
位置する部分には、クレ−ンを引っ掛けるためのシャク
ル用穴92が開設されている。そして、図7に示すよう
に、鉄筋篭2の上端部付近に取り付けられる。
As shown in FIG. 6, the suspension piece / clamp 9 has the same shape as the gap holding clamp 8 and has a plate material 91.
Is formed in a portion of the plate material 91 located between the vertical stripes 23, and a hole 92 for a shackle for hooking a crane is formed. And as shown in FIG. 7, it is attached near the upper end of the reinforcing bar 2.

【0027】<ホ>鉄筋篭の吊上げ 上記のように各クランプを鉄筋篭2に取り付けた後、図
2に示すように、鉄筋篭2の上端部に頭部補強フレ−ム
24を取り付け、クレ−ン等の吊り治具45を吊りピ−
ス兼用クランプ9のシャクル用穴92に引っ掛ける。
<E> Lifting of Reinforced Basket After attaching each clamp to the reinforced basket 2 as described above, a head reinforcing frame 24 is attached to the upper end of the reinforced basket 2 as shown in FIG. -Hang the hanging jig 45 such as
Hook 9 in the shackle hole 92 of the dual-purpose clamp 9.

【0028】足場受けア−ム5を旋回させて内側足場4
1をすべて撤去する。次に、鉄筋篭2をクレ−ン等で吊
った状態で、ジャッキ6を収縮させて鉄筋受け支柱1を
降下させる。そして、鉄筋受け支柱1を回転させて鉄筋
受けア−ム12を鉄筋篭2の外側に旋回移動させ、鉄筋
篭2と鉄筋受けア−ム12の係合を解除する。これらの
作業は外側足場43より行う。これによって、クレ−ン
等により鉄筋篭2を、鉄筋受け支柱1列間から上方に吊
上げることができる。
The scaffold receiving arm 5 is swiveled to move the inner scaffold 4
Remove all 1s. Next, while the rebar basket 2 is hung by a crane or the like, the jack 6 is contracted to lower the rebar receiving column 1. Then, the reinforcing bar receiving column 1 is rotated to move the reinforcing bar receiving arm 12 to the outside of the reinforcing bar cage 2, and the engagement between the reinforcing bar cage 2 and the reinforcing bar receiving arm 12 is released. These operations are performed from the outer scaffold 43. In this way, the reinforcing cage 2 can be lifted upward from one row of the reinforcing bar receiving columns by a crane or the like.

【0029】なお、ジャッキ6等の昇降装置を用いなく
ても、鉄筋篭2をクレ−ン等でやや上方に吊り上げた状
態で、鉄筋受け支柱1を回転させて鉄筋篭2と鉄筋受け
ア−ム12との係合を解除することもできる。
It is to be noted that, without using the lifting device such as the jack 6, the reinforcing rod support 2 is rotated by rotating the reinforcing rod supporting column 1 while the reinforcing cage 2 is slightly lifted up with a crane or the like. The engagement with the system 12 can also be released.

【0030】[0030]

【発明の効果】本発明は以上説明したようになるため、
次のような効果を得ることができる。 <イ>鉄筋篭を寝かせずに直立状態のまま組み立てるこ
とができるため、従来のような吊り起こし作業が不要で
ある。また吊り起こし時の変形を防止できるため、強固
な補強フレ−ムも不要である。従って、作業効率の向上
とコストの低減を図ることができると共に、組立用地を
最小限に抑えることができる。
Since the present invention has been described above,
The following effects can be obtained. <A> Since the rebar basket can be assembled in an upright state without being laid down, the conventional lifting work is unnecessary. Further, since a deformation at the time of lifting can be prevented, a strong reinforcing frame is not required. Therefore, the working efficiency can be improved and the cost can be reduced, and the site for assembly can be minimized.

【0031】<ロ>各種クランプよりなる組立治具を用
いることによって、鉄筋篭を型崩れすることなく強固に
組み立てることができる。
<B> By using an assembling jig composed of various clamps, the reinforcing cage can be assembled firmly without breaking the shape.

【0032】<ハ>吊りピ−ス兼用クランプを用いるこ
とによって、容易かつ確実に鉄筋篭の吊上作業を行うこ
とができる。
<C> The use of the clamp for both the lifting piece and the lifting piece makes it possible to carry out the lifting work of the reinforced cage easily and reliably.

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

【図1】 横筋の仮置き工程の説明図FIG. 1 is an explanatory view of a process of temporarily placing a horizontal streak.

【図2】 鉄筋篭の吊上げ工程の説明図FIG. 2 is an explanatory view of a rebar cage lifting process.

【図3】 鉄筋受け支柱の説明図FIG. 3 is an explanatory view of a reinforcing bar support column.

【図4】 直交クランプと間隔保持クランプの説明図FIG. 4 is an explanatory view of an orthogonal clamp and an interval holding clamp.

【図5】 直交クランプと間隔保持クランプの説明図FIG. 5 is an explanatory view of an orthogonal clamp and an interval holding clamp.

【図6】 直交クランプと吊りピ−ス兼用クランプの説
明図
FIG. 6 is an explanatory view of an orthogonal clamp and a clamp used as a suspension piece.

【図7】 各クランプの取付状態の説明図FIG. 7 is an explanatory view of a mounting state of each clamp.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 利波 宗典 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 奥田 英幸 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 高木 貞人 東京都港区海岸一丁目5番20号 東京瓦斯 株式会社内 (72)発明者 小松原 徹 東京都港区海岸一丁目5番20号 東京瓦斯 株式会社内 (72)発明者 堤 洋一 東京都港区海岸一丁目5番20号 東京瓦斯 株式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Munenori Tonami 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Inside Taisei Construction Co., Ltd. (72) Inventor Hideyuki Okuda 1-25-1 Nishishinjuku, Shinjuku-ku, Tokyo No. Taisei Construction Co., Ltd. (72) Inventor Sadato Takagi 1-5-20 Kaigan, Minato-ku, Tokyo Tokyo Gas Co., Ltd. (72) Inventor Toru Komatsuhara 1-5-20 Kaigan, Minato-ku, Tokyo Tokyo Gas (72) Inventor Yoichi Tsutsumi 1-5-20 Kaigan, Minato-ku, Tokyo Tokyo Gas Co., Ltd.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 管体の周面に鉄筋篭の横筋を仮置きする
ア−ムを複数段突設した支柱を、軸線を中心に回転可能
に立設し、かつ構築予定の鉄筋篭の外形の両面に沿って
2列で配設し、 前記鉄筋篭を挟んで対向する支柱の各ア−ムを向かい合
わせた状態で各ア−ムに横筋群を仮置きし、これらの横
筋群にせん断補強筋及び縦筋群を連結して鉄筋篭を製作
した後、 前記鉄筋篭を吊上げ装置でやや吊り上げた状態で、前記
支柱を回転させて前記ア−ムを鉄筋篭の外側に旋回移動
させ、鉄筋篭とア−ムの係合を解除し、 前記吊上げ装置により鉄筋篭を前記支柱列間から上方に
吊上げることを特徴とした、 鉄筋篭の組立方法。
An arm for temporarily placing a horizontal bar of a reinforcing cage on a peripheral surface of a tubular body is provided with a plurality of protruding arms, which are rotatable around an axis, and the outer shape of the reinforcing cage to be constructed. Are arranged in two rows along both sides of each of the above, and the transverse muscle groups are temporarily placed on each arm in a state where the arms of the supporting columns facing each other with the reinforcing cage therebetween face each other, and are sheared to these transverse muscle groups. After connecting the reinforcing bars and the vertical bars to form a reinforcing bar, while the reinforcing bar is slightly lifted by a lifting device, the support is rotated to move the arm to the outside of the reinforcing bar, A method for assembling a reinforcing bar, comprising releasing the engagement between the reinforcing bar and the arm, and lifting the reinforcing bar upward from between the columns by the lifting device.
【請求項2】 管体の周面に鉄筋篭の横筋を仮置きする
ア−ムを複数段突設した支柱を、軸線を中心に回転可能
に立設し、かつ構築予定の鉄筋篭の外形の両面に沿って
2列で配設し、 各支柱の下端部には支柱を昇降させる装置を設置し、 前記鉄筋篭を挟んで対向する支柱の各ア−ムを向かい合
わせた状態で各ア−ムに横筋群を仮置きし、これらの横
筋群にせん断補強筋及び縦筋群を連結して鉄筋篭を製作
した後、 前記鉄筋篭を吊上げ装置により吊った状態で、前記昇降
装置により支柱を降下させ、 次に支柱を回転させて前記ア−ムを鉄筋篭の外側に旋回
移動させ、鉄筋篭とア−ムの係合を解除し、 前記吊上げ装置により鉄筋篭を前記支柱列間から上方に
吊上げることを特徴とした、 鉄筋篭の組立方法。
2. An outer shape of a rebar basket to be constructed, in which a column having a plurality of arms provided thereon for temporarily placing transverse bars of the rebar cage on the peripheral surface of the tubular body is rotatably mounted around an axis. A device for raising and lowering the column is installed at the lower end of each column, and each arm of the column facing each other with the rebar cage interposed is faced with each arm. -After temporarily arranging the horizontal reinforcing bar group on the ground, connecting the shear reinforcing bars and the vertical reinforcing bar group to the horizontal reinforcing bar group to produce a reinforcing bar cage, while the reinforcing bar cage is suspended by the lifting device, the column is supported by the lifting device. The arm is then pivoted to the outside of the reinforced cage to release the engagement between the reinforced cage and the arm, and the lifting device is used to move the reinforced cage from between the columns. A method of assembling a reinforced cage, characterized by being lifted upward.
【請求項3】 請求項1又は2に記載の鉄筋篭の組立方
法に用いる組立装置において、 管体の周面に鉄筋篭の横筋を仮置きするア−ムを複数段
突設した支柱を、軸線を中心に回転可能に立設し、 かつ構築予定の鉄筋篭の外形の両面に沿って2列で配設
して構成したことを特徴とする、 鉄筋篭の組立装置。
3. The assembling apparatus used in the method for assembling a reinforcing cage according to claim 1 or 2, wherein a column having a plurality of arms for temporarily placing transverse bars of the reinforcing cage on a peripheral surface of the tube is provided. An assembling apparatus for a reinforcing steel cage, wherein the reinforcing steel basket is installed so as to be rotatable about an axis and arranged in two rows along both sides of the outer shape of the reinforcing steel cage to be constructed.
【請求項4】 請求項3に記載の鉄筋篭の組立装置にお
いて、前記支柱の下端部に支柱を昇降させる装置を設置
して構成したことを特徴とする、鉄筋篭の組立装置。
4. An apparatus for assembling a reinforced cage according to claim 3, wherein a device for raising and lowering the column is installed at a lower end portion of the column.
【請求項5】 請求項3又は4に記載の鉄筋篭の組立装
置において、前記鉄筋篭を挟んで対向する支柱間に足場
を架設するため、各支柱の途上に、前記横筋仮置き用の
ア−ムとは独立して支柱の軸線を中心に旋回する足場受
け用ア−ムを設けたことを特徴とする、鉄筋篭の組立装
置。
5. An apparatus for assembling a reinforcing bar cage according to claim 3, wherein a scaffold is installed between the struts facing each other with the reinforcing bar basket interposed therebetween, so that the temporary reinforcing bar is provided halfway along each strut. A scaffolding arm which pivots around the axis of the column independently of the arm;
【請求項6】 鉄筋篭の横筋と縦筋の交差部の適所を保
持して、横筋と縦筋の交差部の位置ずれを防止する直交
クランプと、 縦筋同士を保持して、縦筋間に所定の間隔を確保する間
隔保持クランプとよりなる、 鉄筋篭の組立治具。
6. An orthogonal clamp for holding a cross section of a horizontal bar and a vertical bar of a reinforcing bar to prevent a displacement of an intersection of a horizontal bar and a vertical bar. A jig for assembling a reinforced cage, comprising: a spacing holding clamp for securing a predetermined spacing to the cage.
【請求項7】 請求項6に記載の鉄筋篭の組立治具にお
いて、前記間隔保持クランプの縦筋間に位置する部分
に、鉄筋篭を吊上げるための吊り装置を連結する穴を開
設したことを特徴とする、鉄筋篭の組立治具。
7. A jig for assembling a reinforcing cage according to claim 6, wherein a hole for connecting a suspending device for lifting the reinforcing cage is formed in a portion located between the vertical bars of the spacing holding clamp. A jig for assembling a reinforced cage.
JP3269397A 1997-01-31 1997-01-31 Build up method, build up device and build up jig for reinforcing cage Pending JPH10216878A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3269397A JPH10216878A (en) 1997-01-31 1997-01-31 Build up method, build up device and build up jig for reinforcing cage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3269397A JPH10216878A (en) 1997-01-31 1997-01-31 Build up method, build up device and build up jig for reinforcing cage

Publications (1)

Publication Number Publication Date
JPH10216878A true JPH10216878A (en) 1998-08-18

Family

ID=12365949

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3269397A Pending JPH10216878A (en) 1997-01-31 1997-01-31 Build up method, build up device and build up jig for reinforcing cage

Country Status (1)

Country Link
JP (1) JPH10216878A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113339035A (en) * 2021-05-31 2021-09-03 汪辉 Hydraulic support
CN113756516A (en) * 2021-09-15 2021-12-07 中铁隆工程集团有限公司 Steel reinforcement cage and hoisting construction method thereof
CN114054651A (en) * 2021-11-27 2022-02-18 中铁隧道集团二处有限公司 Modularization device of plane prefabricated pier reinforcement cage and rectangular reinforcement cage manufacturing method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113339035A (en) * 2021-05-31 2021-09-03 汪辉 Hydraulic support
CN113756516A (en) * 2021-09-15 2021-12-07 中铁隆工程集团有限公司 Steel reinforcement cage and hoisting construction method thereof
CN114054651A (en) * 2021-11-27 2022-02-18 中铁隧道集团二处有限公司 Modularization device of plane prefabricated pier reinforcement cage and rectangular reinforcement cage manufacturing method

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