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JP4367900B2 - Temporary fixing method and apparatus for reinforcing reinforcement for steel pipe - Google Patents
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JP4367900B2 - Temporary fixing method and apparatus for reinforcing reinforcement for steel pipe - Google Patents

Temporary fixing method and apparatus for reinforcing reinforcement for steel pipe Download PDF

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Publication number
JP4367900B2
JP4367900B2 JP2003157731A JP2003157731A JP4367900B2 JP 4367900 B2 JP4367900 B2 JP 4367900B2 JP 2003157731 A JP2003157731 A JP 2003157731A JP 2003157731 A JP2003157731 A JP 2003157731A JP 4367900 B2 JP4367900 B2 JP 4367900B2
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Japan
Prior art keywords
steel pipe
contact means
reinforcing
steel
reinforcing bars
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JP2003157731A
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Japanese (ja)
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JP2004358727A (en
Inventor
弘理 荒川
勉 堀部
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Kubota Corp
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Kubota Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、鋼管杭の現場施工時において、鋼管(スパイラル鋼管)に鋼管用補強鉄筋を密着させ取り付ける鋼管用補強鉄筋の仮固定方法及びその装置に関するものである。
【0002】
【従来の技術】
建築構造物の基礎を支えるために鋼管杭が一般に使用されているが、その鋼管の内周面にリング状の補強鉄筋をはめ込み、溶接又は溶着して、ずれ止めの機能を備えた鋼管杭を作っている。
図4は特許文献によるものではないが従来技術の1例を示す。
例えば、鋼管1内面に鋼管用補強鉄筋2を長手方向へ等間隔に2段〜5段取り付けるため、従来の密着取付方法は次の手順による。
1.鋼管1内面に等間隔で決定した取付け位置において、鋼管1内面の円周方向全線に、罫書きを行う。
2.端部が開いたリング状の鋼管用補強鉄筋2を鋼管1内面の取付位置において、罫書き線に合わせて仮置きする。
3.鋼管用補強鉄筋2の開いた端部間にクサビ101を打ち込み、リング状の鋼管用補強鉄筋2の径を拡げ、その円周面を鋼管1内面に密着させる。(図5)
4.鋼管1又は鋼管用補強鉄筋2の変形などによりリング状の鋼管用補強鉄筋2は必ずしも鋼管1内周面に馴まないので鋼管用補強鉄筋2をさらにハンマー100等で打撃することにより、さらに、密着させる。(図5)
なお、本願発明の先行技術文献は見つからない。
【0003】
この従来の密着取付方法では、鋼管内面に鋼管用補強鉄筋を密着取り付ける工程は全てが手作業で行うため、多くの作業時間を要するだけでなく、人が鋼管内に入り込んで作業しなければならず重労働であり、コストも嵩むという問題がある。
【0004】
【発明が解決しようとする課題】
本発明は、従来の鋼管に鋼管用補強鉄筋を密着取付方法における上記問題を解決すべくになされたものであって、
その目的は、鋼管内面に鋼管用補強鉄筋を密着させるため、その密着作業を機械化して、作業時間を短縮するとともに、その作業コストを低減することである。
【0005】
【課題を解決するための手段】
請求項1の発明は、鋼管の内面に補強鉄筋を溶接又は溶着する前の鋼管用補強鉄筋の仮固定方法であって、複数の補強鉄筋を鋼管内の所定位置に仮置きする工程と、仮置きされる複数の補強鉄筋の所定間隔に合わせて位置決めされた複数の密着手段が複数の補強鉄筋の軸方向の所定位置と合うように鋼管を位置決めするために密着手段を鋼管に挿入する工程と、密着手段と、軸方向で複数の密着手段のある位置の鋼管を挟んだ反対側にある支持装置と、によって仮置きした複数の補強鉄筋及び鋼管を鋼管の内外から挟持した状態で複数の密着手段を同時に加圧する工程と、鋼管回転用であるターニングロールで鋼管を回転させる工程と、鋼管と共に回転する複数の補強鉄筋を鋼管の軸方向同一位置で加圧する複数の密着手段によって鋼管内周面に同時に密着させる工程と、からなり、密着手段が加圧することによる力を支持装置が受け、複数の補強鉄筋を同時に仮固定することを特徴とする鋼管用補強鉄筋の仮固定方法である。
請求項2の発明は、鋼管の内面に補強鉄筋を溶接又は溶着する前の鋼管用補強鉄筋の仮固定方法であって、複数の補強鉄筋の鋼管内に仮置きされる所定間隔に合わせて複数の密着手段の間隔を位置決めした後に各密着手段の軸方向の移動を拘束する工程と、複数の補強鉄筋を鋼管内の所定位置に仮置きする工程と、複数の密着手段複数の補強鉄筋の軸方向の所定位置うように鋼管を位置決めするために密着手段を鋼管に挿入する工程と、密着手段と、軸方向で複数の密着手段のある位置の鋼管を挟んだ反対側にある支持装置と、によって仮置きした複数の補強鉄筋及び鋼管を鋼管の内外から挟持した状態で複数の密着手段を同時に加圧する工程と、鋼管回転用であるターニングロールで鋼管を回転させる工程と、鋼管と共に回転する複数の補強鉄筋を鋼管の軸方向同一位置で加圧する複数の密着手段によって鋼管内周面に同時に密着させる工程と、からなり、密着手段が加圧することによる力を支持装置が受け、複数の補強鉄筋を同時に仮固定することを特徴とする鋼管用補強鉄筋の仮固定方法である。
請求項3の発明は、鋼管の内面に補強鉄筋を溶接又は溶着する前の鋼管用補強鉄筋の仮固定装置であって、鋼管内の所定位置に配置された複数の補強鉄筋を鋼管に密着する密着手段と、鋼管内に仮置きされる複数の補強鉄筋の所定間隔に合わせて複数の密着手段の間隔を軸方向の所定間隔で拘束して各密着手段の仮固定装置内における位置を位置決めする位置決め装置と、複数の密着手段が複数の補強鉄筋の軸方向の所定位置と合うように鋼管を位置決めするために複数の密着手段を鋼管内に挿入する移動装置と、複数の密着手段を同時に加圧する加圧装置と、軸方向で複数の密着手段のある位置の鋼管を挟んだ反対側にある鋼管を外側から支持する支持装置と、鋼管を回転させるターニングロールと、を有し、複数の密着手段と支持装置によって仮置きした複数の補強鉄筋及び鋼管を鋼管内外から挟持した状態で複数の密着手段を同時に加圧し、その力を支持装置が受け、それによって鋼管と共に回転する複数の補強鉄筋を、鋼管の軸方向同一位置で同時に加圧する複数の密着手段によって鋼管内周面に同時に密着させることを特徴とする鋼管用補強鉄筋の仮固定装置である。
請求項4の発明は、請求項に記載された補強鉄筋を鋼管内に仮固定する装置において、密着手段を鋼管に挿入する際に鋼管端に当接して鋼管を位置決めする鋼管端当接装置を有することを特徴とする鋼管用補強鉄筋の仮固定装置である
【0020】
【発明の実施の形態】
本発明の実施の形態について図面を参照して説明する。
図1は本発明に係る鋼管用補強鉄筋の仮固定装置の正面図であり、図2は図1に示された鋼管用補強鉄筋の仮固定装置の側面図である。
【0021】
鋼管用補強鉄筋を密着取り付ける仮固定装置Aは、上アーム13aと下アーム13bとを連結部13cで連結し、図1の正面からみて、逆コ字状の装置本体13等から構成されている。
上アーム13aには複数の加圧装置6を取り付け、その加圧装置6の伸縮する伸縮部材6aは空圧によって駆動される。伸縮部材6aの先端に上下のアーム13a,13bと同一方向に延びた1本の軸体4a等からなる位置決め装置(セット装置)4を結合する。
【0022】
図2を参照して説明すると、鋼管1は、鋼管回転用のターニングロール(図示せず)と鋼管を保持する支持装置(バックアップ装置)7の支持ローラ7aとで回転自在に支持されている。
そして、遊動式V字型溝付きローラ(密着手段)3と左右の支持ローラ7aとで回転する鋼管1と鋼管用補強鉄筋2とを狭持する。
遊動式V字型溝付きローラ3は常に同一位置で回転する鋼管1に圧接するので、仮置きの補強鉄筋が多少ずれていても鋼管の回転中に位置が矯正される。
【0023】
図3は遊動式V字型溝付きローラを説明する概略図である。
遊動式V字型溝付きローラ3をボールベアリング3a等の軸受を介して回転自在に軸体4aに取り付ける。位置決め装置(セット装置)4の軸体4aには複数の半割スペーサ5a、5bが取り付けられるようになっており、2つの半割スペーサ5a、5bで軸体4aを囲むように取り付ける。
半割スペーサ5a、5bは遊動式V字型溝付きローラ3間の間隔を調整するためのスペーサであり、このスペーサを代えることにより遊動式V字型溝付きローラ3間の間隔を自由に調整することができる。
【0024】
位置決め装置(セット装置)4の軸体4aの所定位置に複数の遊動式V字型溝付きローラ3をはめ込み、各遊動式V字型溝付きローラ3の間を半割スペーサ5a、5bを取付けて各遊動式V字型溝付きローラ3を軸体4aに位置決めセットする。
鋼管用補強鉄筋2を鋼管1の内面に遊動式V字型溝付きローラ3で密着させる。
遊動式V字型溝付きローラ3の溝の形状は円弧状でも良く、また、溝なしでもよい。
【0025】
軸体4aの仮固定装置本体13の連結部13c方の側端には鋼管1の端部に当接して鋼管1を位置決めするためのストッパ10とこのストッパ10を移動させる移動装置8(シリンダ、ピストンロッド8a)とで鋼管端は正確に位置決めされる。
ストッパ10は、移動装置8により連結部9、仮固定装置本体13、加圧装置6、位置決め装置(セット装置)4を介して移動される。
仮固定装置本体13の下アーム13bの内側において、鋼管1の外周面を回転自在に支持するための2つの支持ローラ7a、連結部材7bからなる支持装置(バックアップ装置)7で鋼管1が支持される。
仮固定装置本体13の下アーム13bの外部には基台12の溝中に突出形成された複数のスライダ11を取付け、スライダ11は基台12中の溝に沿って滑動する。
基台12には仮固定装置本体13を移動させる移動装置8(シリンダ8、ピストンロッド8a)を取付け、空圧によって駆動される移動装置8の伸縮部材(ピストンロッド)8aの先端を連結部9を介して仮固定装置本体13に取り付ける。
【0026】
本発明の鋼管用補強鉄筋の仮固定装置の作動を説明する。
鋼管1を支持装置(バックアップ装置)7の支持ローラ7a上に置き、鋼管(スパイラル鋼管)1の内部に上アーム13a及び位置決め装置(セット装置)4を入れ、その状態で、鋼管1の内面の所定位置に鋼管用補強鉄筋2を置く。
【0027】
この構造の基台12に固定された移動装置8の伸縮部材(ピストンロッド)8aを作動させ、連結部9を介して取り付けた仮固定装置本体13が基台12の溝に係合したスライダ11の滑動によって、左右に移動される。
鋼管1の左端を位置決め装置(セット装置)4の軸体4aに固定したストッパ10からなる鋼管端当接装置に当接させ、加圧装置6の伸縮部材6aを下降させると、遊動式V字型溝付きローラ3は鋼管用補強鉄筋2上に載る。
【0028】
昇降部材7cにより連結部材7bを介して左右の支持ローラ7aを昇降させることによって、支持ローラ7aと遊動式V字型溝付きローラ3とで鋼管1と鋼管用補強鉄筋2とを狭持させる。
鋼管1をターニングロール等(図示せず)を用いて回転させて、鋼管1に複数の鋼管用補強鉄筋2を同時に密着させる。
そして、密着させた補強鉄筋2鋼管1を溶接して鋼管杭を作る。
【0030】
【発明の効果】
管に同時に複数の鋼管用補強鉄筋の密着を行なうことができるので、従来の密着取付作業時間に比べて作業時間が短くなり、また、鋼管内で行う重労働が少なくなる。
【図面の簡単な説明】
【図1】本発明の鋼管用補強鉄筋の仮固定装置の正面図である。
【図2】図1に示された鋼管用補強鉄筋の仮固定装置の側面図である。
【図3】遊動式V字型溝付きローラを説明するための概略図である。
【図4】鋼管用補強鉄筋を鋼管内面への密着させる位置決めを説明するための概略図である。
【図5】従来の手作業による鋼管用補強鉄筋を鋼管内面へ密着させる方法の説明図である。
【符号の説明】
1…鋼管(スパイラル鋼管)、2…鋼管用補強鉄筋、3…遊動式V字型溝付きローラ、4…位置決め装置(セット装置)、5…スペーサ、6…加圧装置、7…支持装置(バックアップ装置)、8…移動装置、9…連結部、10…ストッパ、11…スライダ、12…基台、13…仮固定装置本体、
[0001]
BACKGROUND OF THE INVENTION
TECHNICAL FIELD The present invention relates to a method for temporarily fixing a steel pipe reinforcing steel bar and a device for attaching the steel pipe reinforcing steel bar in close contact with a steel pipe (spiral steel pipe) during on-site construction of the steel pipe pile.
[0002]
[Prior art]
Steel pipe piles are generally used to support the foundations of building structures, but a steel pipe pile with a function of preventing slippage is fitted by fitting a ring-shaped reinforcing bar to the inner peripheral surface of the steel pipe and welding or welding it. I'm making it.
Although FIG. 4 is not based on a patent document, it shows an example of the prior art.
For example, in order to attach the steel pipe reinforcing reinforcing bars 2 to the inner surface of the steel pipe 1 at two to five stages at equal intervals in the longitudinal direction, the conventional close attachment method is based on the following procedure.
1. At the mounting positions determined at equal intervals on the inner surface of the steel pipe 1, scoring is performed on all the circumferential lines on the inner surface of the steel pipe 1.
2. The ring-shaped reinforcing steel pipe reinforcing bar 2 having an open end is temporarily placed at the mounting position on the inner surface of the steel pipe 1 according to the score line.
3. The wedge 101 is driven between the open ends of the steel pipe reinforcing steel bars 2, the diameter of the ring-shaped steel pipe reinforcing steel bars 2 is increased, and the circumferential surface thereof is brought into close contact with the inner surface of the steel pipe 1. (Fig. 5)
4). Since the ring-shaped steel pipe reinforcing rebar 2 does not necessarily conform to the inner peripheral surface of the steel pipe 1 due to deformation of the steel pipe 1 or the steel pipe reinforcing steel reinforcing bar 2, by further hitting the steel pipe reinforcing steel bar 2 with a hammer 100 or the like, Adhere closely. (Fig. 5)
In addition, the prior art document of this invention is not found.
[0003]
In this conventional close fitting method, all the steps of tightly attaching the reinforcing steel bars for steel pipes to the inner surface of the steel pipe are performed manually, which requires not only a lot of work time, but also a person has to enter the steel pipe and work. There is a problem of heavy labor and high costs.
[0004]
[Problems to be solved by the invention]
The present invention was made to solve the above-described problem in the method of closely attaching a steel pipe reinforcing bar to a conventional steel pipe,
The purpose is to make the steel pipe reinforcing steel bar in close contact with the inner surface of the steel pipe, and to mechanize the contact work to shorten the work time and reduce the work cost.
[0005]
[Means for Solving the Problems]
The invention of claim 1 is a method for temporarily fixing a reinforcing steel bar for steel pipe before welding or welding the reinforcing steel to the inner surface of the steel pipe, the step of temporarily placing a plurality of reinforcing steel bars at predetermined positions in the steel pipe, inserting a contact means in the steel pipe to a plurality of contact means positioned in accordance with the predetermined intervals of the plurality of reinforcing rebar is placed to position the steel pipe to match the predetermined position in the axial direction of the plurality of reinforcing rebar A plurality of temporarily installed reinforcing bars and steel pipes sandwiched from the inside and outside of the steel pipe by a close contact means and a support device on the opposite side sandwiching the steel pipe at a position where there are a plurality of close contact means in the axial direction . a step of pressurizing the contact means at the same time, a step of rotating the steel pipe at a turning roll is for steel rotating steel pipe in a plurality of contact means for pressurizing a plurality of reinforcing rebar in the axial direction the same position of the steel pipe to rotate with the steel pipe A step of adhering simultaneously to the surface consists, contact means receives the support device the force by pressurizing a temporary fixing method for a steel pipe reinforcement rebar, characterized in that a plurality of reinforcing rebar simultaneously temporarily fixed.
The invention of claim 2 is a method for temporarily fixing a reinforcing bar for a steel pipe before welding or welding the reinforcing bar to the inner surface of the steel pipe, and a plurality of the reinforcing bars are temporarily arranged in the steel pipe of the plurality of reinforcing bars in accordance with a predetermined interval. A step of restraining the axial movement of each of the close contact means after positioning the close contact means, a step of temporarily placing a plurality of reinforcing bars in a predetermined position in the steel pipe, and a plurality of the close contact means of the plurality of reinforcing reinforcing bars inserting a contact means for positioning the axial direction of the steel pipe at a predetermined position and if Migihitsuji steel pipe, the support with the contact means, on the opposite side across the steel pipe locations with multiple contact means in the axial direction device and a step of applying simultaneously pressurizing the plurality of contact means a plurality of reinforcing rebar and steel pipe while sandwiching from inside and outside of the steel pipe was temporarily placed by the steps of rotating the steel pipe at a turning roll is steel pipe rotation, together with the steel tube Rotating compound A step of adhering at the same time the steel pipe inner surface by a plurality of contact means for pressurizing in the axial direction the same position of the reinforcing rebar steel pipe consists, contact means support device is subjected to forces due to the pressurized, a plurality of reinforcing rebar Is a temporary fixing method for reinforcing reinforcing bars for steel pipes.
The invention of claim 3 is a temporary fixing device for reinforcing reinforcing bars for steel pipe before welding or welding the reinforcing bars to the inner surface of the steel pipe, and a plurality of reinforcing bars arranged at predetermined positions in the steel pipe are brought into close contact with the steel pipe. The positions of the close contact means in the temporary fixing device are determined by constraining the intervals of the close contact means at predetermined intervals in the axial direction in accordance with the predetermined intervals of the close contact means and the plurality of reinforcing bars temporarily placed in the steel pipe. A positioning device, a moving device for inserting the plurality of contact means into the steel pipe to position the steel pipe so that the plurality of contact means are aligned with predetermined positions in the axial direction of the plurality of reinforcing bars, and a plurality of contact means are simultaneously added. A pressurizing device for pressing, a supporting device for supporting the steel pipe on the opposite side across the steel pipe at a position where there are a plurality of close contact means in the axial direction, a turning roll for rotating the steel pipe, and a plurality of close contact the means and the support device At the same time pressurized plurality of contact means a plurality of reinforcing rebar and steel pipe temporarily placed in a state of being sandwiched from steel inside and outside I, the force supporting device receives, thereby a plurality of reinforcing rebar that rotates with steel, the steel tube A temporary fixing device for reinforcing reinforcing bars for steel pipe, wherein the steel pipe inner peripheral surface is simultaneously brought into close contact by a plurality of close contact means that simultaneously pressurize at the same position in the axial direction.
According to a fourth aspect of the present invention, there is provided a device for temporarily fixing a reinforcing steel bar according to a third aspect of the present invention, wherein the steel pipe end abutting device positions the steel pipe by abutting against the steel pipe end when the contact means is inserted into the steel pipe. A temporary fixing device for reinforcing steel bars for steel pipes .
[0020]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a front view of a temporary fixing device for reinforcing steel bars for steel pipes according to the present invention, and FIG. 2 is a side view of the temporary fixing device for reinforcing steel bars for steel pipes shown in FIG.
[0021]
A temporary fixing device A for tightly attaching a steel pipe reinforcing steel bar connects an upper arm 13a and a lower arm 13b with a connecting portion 13c, and is composed of an inverted U-shaped device main body 13 and the like as viewed from the front of FIG. .
A plurality of pressure devices 6 are attached to the upper arm 13a, and the elastic members 6a that expand and contract the pressure devices 6 are driven by air pressure. A positioning device (set device) 4 including one shaft body 4a extending in the same direction as the upper and lower arms 13a and 13b is coupled to the distal end of the elastic member 6a.
[0022]
Referring to FIG. 2, the steel pipe 1 is rotatably supported by a turning roll (not shown) for rotating the steel pipe and a support roller 7a of a support device (backup device) 7 for holding the steel pipe.
Then, the steel pipe 1 and the reinforcing steel bar 2 for steel pipe are sandwiched between the floating V-shaped grooved roller (contact means) 3 and the left and right support rollers 7a.
Since the idle-type V-shaped grooved roller 3 is always pressed against the steel pipe 1 rotating at the same position, the position is corrected during the rotation of the steel pipe even if the temporarily reinforced reinforcing bars are slightly deviated.
[0023]
FIG. 3 is a schematic view for explaining a floating V-shaped grooved roller.
The loose V-shaped grooved roller 3 is rotatably attached to the shaft body 4a via a bearing such as a ball bearing 3a. A plurality of half spacers 5a and 5b are attached to the shaft body 4a of the positioning device (set device) 4, and are attached so as to surround the shaft body 4a with the two half spacers 5a and 5b.
The half spacers 5a and 5b are spacers for adjusting the interval between the floating V-shaped grooved rollers 3, and by changing this spacer, the interval between the floating V-shaped grooved rollers 3 can be freely adjusted. can do.
[0024]
A plurality of floating V-shaped grooved rollers 3 are fitted into predetermined positions of the shaft body 4a of the positioning device (set device) 4, and half spacers 5a and 5b are attached between the respective floating V-shaped grooved rollers 3. Then, each floating type V-shaped grooved roller 3 is positioned and set on the shaft body 4a.
The steel pipe reinforcing steel bar 2 is brought into close contact with the inner surface of the steel pipe 1 by a free-running V-shaped grooved roller 3.
The shape of the groove of the floating V-shaped grooved roller 3 may be an arc shape or no groove.
[0025]
A stopper 10 for positioning the steel pipe 1 by abutting against the end of the steel pipe 1 and a moving device 8 (cylinder, a cylinder, The end of the steel pipe is accurately positioned with the piston rod 8a).
The stopper 10 is moved by the moving device 8 via the connecting portion 9, the temporary fixing device main body 13, the pressure device 6, and the positioning device (set device) 4.
Inside the lower arm 13b of the temporary fixing device main body 13, the steel pipe 1 is supported by a support device (backup device) 7 including two support rollers 7a and a connecting member 7b for rotatably supporting the outer peripheral surface of the steel tube 1. The
A plurality of sliders 11 protruding from the grooves of the base 12 are attached to the outside of the lower arm 13 b of the temporary fixing device main body 13, and the sliders 11 slide along the grooves in the base 12.
A moving device 8 (cylinder 8, piston rod 8a) for moving the temporary fixing device main body 13 is attached to the base 12, and the distal end of the expansion / contraction member (piston rod) 8a of the moving device 8 driven by pneumatic pressure is connected to the connecting portion 9. It attaches to the temporary fixing apparatus main body 13 via.
[0026]
The operation of the temporary fixing device for reinforcing steel bar reinforcement according to the present invention will be described.
The steel pipe 1 is placed on the support roller 7a of the support device (backup device) 7, and the upper arm 13a and the positioning device (set device) 4 are placed inside the steel pipe (spiral steel pipe) 1. In this state, the inner surface of the steel pipe 1 is placed. The steel pipe reinforcing steel bar 2 is placed at a predetermined position.
[0027]
A slider 11 in which a telescopic member (piston rod) 8 a of the moving device 8 fixed to the base 12 having this structure is operated and the temporary fixing device main body 13 attached via the connecting portion 9 is engaged with the groove of the base 12. It is moved left and right by sliding.
When the left end of the steel pipe 1 is brought into contact with a steel pipe end abutting device composed of a stopper 10 fixed to the shaft body 4a of the positioning device (set device) 4 and the expandable member 6a of the pressurizing device 6 is lowered, the floating V-shaped The grooved roller 3 is placed on the reinforcing steel bar 2 for steel pipe.
[0028]
By raising and lowering the left and right support rollers 7a via the connecting member 7b by the elevating member 7c, the steel pipe 1 and the reinforcing steel bar 2 for steel pipe are sandwiched between the support roller 7a and the free-form V-shaped grooved roller 3.
The steel pipe 1 is rotated using a turning roll or the like (not shown), and a plurality of reinforcing bars 2 for steel pipe are simultaneously brought into close contact with the steel pipe 1.
Then, the reinforcing reinforcing bars 2 and the steel pipe 1 which are brought into close contact with each other are welded to make a steel pipe pile.
[0030]
【The invention's effect】
It is possible to simultaneously contact a plurality of steel pipes for reinforcing rebar steel pipe, the working time is reduced as compared with the conventional contact mounting operation time, also becomes less heavy work done within the steel pipe.
[Brief description of the drawings]
FIG. 1 is a front view of a temporary fixing device for reinforcing steel bars for steel pipes according to the present invention.
FIG. 2 is a side view of the temporary fixing device for reinforcing reinforcing bars for steel pipes shown in FIG.
FIG. 3 is a schematic view for explaining a floating V-shaped grooved roller.
FIG. 4 is a schematic view for explaining positioning for bringing a steel pipe reinforcing steel bar into close contact with the inner surface of the steel pipe.
FIG. 5 is an explanatory diagram of a conventional method for bringing a steel pipe reinforcing steel bar into close contact with the inner surface of the steel pipe.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Steel pipe (spiral steel pipe), 2 ... Reinforcing bar for steel pipes, 3 ... Rolling roller with V-shaped groove, 4 ... Positioning device (set device), 5 ... Spacer, 6 ... Pressure device, 7 ... Support device ( Backup device), 8 ... moving device, 9 ... connecting portion, 10 ... stopper, 11 ... slider, 12 ... base, 13 ... temporary fixing device body,

Claims (4)

鋼管の内面に補強鉄筋を溶接又は溶着する前の鋼管用補強鉄筋の仮固定方法であって、
複数の補強鉄筋を鋼管内の所定位置に仮置きする工程と、
仮置きされる複数の補強鉄筋の所定間隔に合わせて位置決めされた複数の密着手段が複数の補強鉄筋の軸方向の所定位置と合うように鋼管を位置決めするために密着手段を鋼管に挿入する工程と、
密着手段と、軸方向で複数の密着手段のある位置の鋼管を挟んだ反対側にある支持装置と、によって仮置きした複数の補強鉄筋及び鋼管を鋼管の内外から挟持した状態で複数の密着手段を同時に加圧する工程と、
鋼管回転用であるターニングロールで鋼管を回転させる工程と、
鋼管と共に回転する複数の補強鉄筋を鋼管の軸方向同一位置で加圧する複数の密着手段によって鋼管内周面に同時に密着させる工程と、からなり、
密着手段が加圧することによる力を支持装置が受け、
複数の補強鉄筋を同時に仮固定する
ことを特徴とする鋼管用補強鉄筋の仮固定方法。
A method for temporarily fixing a reinforcing bar for a steel pipe before welding or welding the reinforcing bar to the inner surface of the steel pipe,
Temporarily placing a plurality of reinforcing bars at predetermined positions in the steel pipe;
In order to position the steel pipe so that the plurality of contact means positioned in accordance with a predetermined interval of the plurality of reinforcing bars to be temporarily placed are aligned with predetermined positions in the axial direction of the plurality of reinforcement reinforcing bars , the contact means is inserted into the steel pipe . Process,
A plurality of contact means in a state where a plurality of reinforcing bars and steel pipes temporarily placed by the contact means and a support device on the opposite side sandwiching a steel pipe at a position where there are a plurality of contact means in the axial direction are sandwiched from inside and outside of the steel pipe Simultaneously pressurizing,
Rotating the steel pipe with a turning roll for rotating the steel pipe;
A plurality of reinforcing bars that rotate together with the steel pipe are simultaneously brought into close contact with the inner peripheral surface of the steel pipe by a plurality of contact means that pressurize at the same position in the axial direction of the steel pipe,
The support device receives the force generated by the close contact means pressurizing,
A temporary fixing method for reinforcing reinforcing bars for steel pipes, wherein a plurality of reinforcing bars are temporarily fixed simultaneously.
鋼管の内面に補強鉄筋を溶接又は溶着する前の鋼管用補強鉄筋の仮固定方法であって、
複数の補強鉄筋の鋼管内に仮置きされる所定間隔に合わせて複数の密着手段の間隔を位置決めした後に各密着手段の軸方向の移動を拘束する工程と、
複数の補強鉄筋を鋼管内の所定位置に仮置きする工程と、
複数の密着手段複数の補強鉄筋の軸方向の所定位置うように鋼管を位置決めするために密着手段を鋼管に挿入する工程と、
密着手段と、軸方向で複数の密着手段のある位置の鋼管を挟んだ反対側にある支持装置と、によって仮置きした複数の補強鉄筋及び鋼管を鋼管の内外から挟持した状態で複数の密着手段を同時に加圧する工程と、
鋼管回転用であるターニングロールで鋼管を回転させる工程と、
鋼管と共に回転する複数の補強鉄筋を鋼管の軸方向同一位置で加圧する複数の密着手段によって鋼管内周面に同時に密着させる工程と、からなり、
密着手段が加圧することによる力を支持装置が受け、
複数の補強鉄筋を同時に仮固定する
ことを特徴とする鋼管用補強鉄筋の仮固定方法。
A method for temporarily fixing a reinforcing bar for a steel pipe before welding or welding the reinforcing bar to the inner surface of the steel pipe,
A step of constraining the movement of each contact means in the axial direction after positioning the intervals of the plurality of contact means according to a predetermined interval temporarily placed in the steel pipes of the plurality of reinforcing bars;
Temporarily placing a plurality of reinforcing bars at predetermined positions in the steel pipe;
Inserting a contact means in order to position the steel pipe steel pipe to a plurality of contact means is a predetermined position and covering the axial direction of the plurality of reinforcing rebar Migihitsuji,
A plurality of contact means in a state where a plurality of reinforcing bars and steel pipes temporarily placed by the contact means and a support device on the opposite side sandwiching a steel pipe at a position where there are a plurality of contact means in the axial direction are sandwiched from inside and outside of the steel pipe Simultaneously pressurizing,
Rotating the steel pipe with a turning roll for rotating the steel pipe;
A plurality of reinforcing bars that rotate together with the steel pipe are simultaneously brought into close contact with the inner peripheral surface of the steel pipe by a plurality of contact means that pressurize at the same position in the axial direction of the steel pipe,
The support device receives the force generated by the close contact means pressurizing,
A temporary fixing method for reinforcing reinforcing bars for steel pipes, wherein a plurality of reinforcing bars are temporarily fixed simultaneously.
鋼管の内面に補強鉄筋を溶接又は溶着する前の鋼管用補強鉄筋の仮固定装置であって、
鋼管内の所定位置に配置された複数の補強鉄筋を鋼管に密着する密着手段と、
鋼管内に仮置きされる複数の補強鉄筋の所定間隔に合わせて複数の密着手段の間隔を軸方向の所定間隔で拘束して各密着手段の仮固定装置内における位置を位置決めする位置決め装置と、
複数の密着手段が複数の補強鉄筋の軸方向の所定位置と合うように鋼管を位置決めするために複数の密着手段を鋼管内に挿入する移動装置と、
複数の密着手段を同時に加圧する加圧装置と、
軸方向で複数の密着手段のある位置の鋼管を挟んだ反対側にある鋼管を外側から支持する支持装置と、
鋼管を回転させるターニングロールと、を有し、
複数の密着手段と支持装置によって仮置きした複数の補強鉄筋及び鋼管を鋼管内外から挟持した状態で複数の密着手段を同時に加圧し、その力を支持装置が受け、それによって鋼管と共に回転する複数の補強鉄筋を、鋼管の軸方向同一位置で同時に加圧する複数の密着手段によって鋼管内周面に同時に密着させる
ことを特徴とする鋼管用補強鉄筋の仮固定装置。
A temporary fixing device for reinforcing reinforcing bars for steel pipe before welding or welding reinforcing reinforcing bars to the inner surface of the steel pipe,
A close-contact means for closely attaching a plurality of reinforcing bars arranged at predetermined positions in the steel pipe to the steel pipe;
A positioning device for positioning the positions of the respective contact means in the temporary fixing device by constraining the intervals of the plurality of contact means at a predetermined interval in the axial direction according to the predetermined intervals of the plurality of reinforcing bars temporarily placed in the steel pipe ;
A moving device for inserting the plurality of contact means into the steel pipe to position the steel pipe so that the plurality of contact means are aligned with predetermined positions in the axial direction of the plurality of reinforcing bars;
A pressurizing device for simultaneously pressurizing a plurality of contact means;
A support device for supporting the steel pipe on the opposite side across the steel pipe at a position having a plurality of close contact means in the axial direction from the outside ;
A turning roll for rotating the steel pipe,
A plurality of simultaneously pressurizing the plurality of contact means while holding the plurality of reinforcing rebar and steel pipes placed temporarily from the steel pipe and out the contact means and the support device, the force supporting device receives, thereby a plurality of rotating together with the steel tube A temporary fixing device for reinforcing steel bars for steel pipe, wherein the reinforcing steel bars are simultaneously brought into close contact with the inner peripheral surface of the steel pipe by means of a plurality of close contact means that pressurize at the same position in the axial direction of the steel pipe.
請求項に記載された補強鉄筋を鋼管内に仮固定する装置において、
密着手段を鋼管に挿入する際に鋼管端に当接して鋼管を位置決めする鋼管端当接装置を有することを特徴とする鋼管用補強鉄筋の仮固定装置。
In the apparatus for temporarily fixing the reinforcing reinforcing bar according to claim 3 in a steel pipe,
A temporary fixing device for reinforcing reinforcing bars for steel pipes, comprising a steel pipe end abutting device for positioning the steel pipe by abutting against the steel pipe end when inserting the close contact means into the steel pipe .
JP2003157731A 2003-06-03 2003-06-03 Temporary fixing method and apparatus for reinforcing reinforcement for steel pipe Expired - Lifetime JP4367900B2 (en)

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