JPH04118116A - Manufacture of drill steel tube pile - Google Patents

Manufacture of drill steel tube pile

Info

Publication number
JPH04118116A
JPH04118116A JP29189090A JP29189090A JPH04118116A JP H04118116 A JPH04118116 A JP H04118116A JP 29189090 A JP29189090 A JP 29189090A JP 29189090 A JP29189090 A JP 29189090A JP H04118116 A JPH04118116 A JP H04118116A
Authority
JP
Japan
Prior art keywords
ribs
steel pipe
pile
tube
welding
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
JP29189090A
Other languages
Japanese (ja)
Inventor
Osami Hashimoto
橋本 修身
Atsushi Shiga
志賀 厚
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.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
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 Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Publication of JPH04118116A publication Critical patent/JPH04118116A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To easily manufacture the drill steel tube pile by connecting the short tube welded with the spiral like rib on either of inner surface or outer surface or both surfaces to the top end of the pile body. CONSTITUTION:The spiral like ribs 2, 3 of the inner and outer surfaces are formed preliminarily to the spiral like, inserted into the inner and outer sides of the tube by matching both pitches, then only the weld beginning end parts 4, 5 are welded temporarily. The pressing rollers 13, 14 for pressing the ribs to the tube wall respectively are provided on the outer surface welding device 11 and the inner surface welding device 12. Here, the pressing rollers 13, 14 for applying the pressing force to the ribs are integrally formed with the welding torch, this rollers are used as well the copying device. If the rib welding for the inner and outer surfaces is executed at the same time by moving in the width direction along the tube axis by one pitch per one rotation of the tube, the good weld connection for the rib can be easily executed.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、ドリル鋼管杭の製造方法に関する。[Detailed description of the invention] [Industrial application field] The present invention relates to a method for manufacturing drilled steel pipe piles.

[従来の技術〕 ドリル鋼管杭は、杭の下端部近傍の内外面に10〜20
mm程度の断面寸法の棒材等(リブ)を螺旋状に取付け
、杭打ちの際の貫入を容易にすると共に支持杭として高
い支持力を得るように工夫されたものである。このよう
な杭は例えば、特開平1−127718号公報、特開平
1−146011号公報に開示されている。
[Prior art] Drilled steel pipe piles have 10 to 20
Bars, etc. (ribs) with a cross-sectional size of approximately 1.0 mm are attached in a spiral shape to facilitate penetration during pile driving and to provide high support capacity as a support pile. Such piles are disclosed, for example, in Japanese Patent Application Laid-Open Nos. 1-127718 and 1-146011.

またこのようなリブを管内面に取付けるには、特開平1
−226931号公報、特開平1−237020号公報
に開示されている装置や方法によればよいが、長尺の杭
では施工が容易でない。
In addition, in order to attach such ribs to the inner surface of the tube,
The apparatus and method disclosed in Japanese Patent Application Laid-open No. 1-226931 and Japanese Unexamined Patent Publication No. 1-237020 may be used, but long piles are not easy to construct.

さらに、このような鋼管杭の内外面にリブを溶接する場
合、内外面リブを溶接すべき鋼管は、片持ち梁形式で鋼
管の片端を保持し回転させざるを得ない。なぜならば、
鋼管の全長に渡って外面リブを取付けるため通常のター
ニングローラ形式では外面リブがローラに当たり、正常
な回転ができない。
Furthermore, when welding ribs to the inner and outer surfaces of such a steel pipe pile, the steel pipe to which the inner and outer ribs are to be welded must be held at one end in a cantilevered manner and rotated. because,
Since external ribs are attached to the entire length of the steel pipe, in the case of a normal turning roller type, the external ribs will hit the roller and prevent normal rotation.

また、リブのフレア溶接においては、溶接変形によって
リブが管表面から浮き上がり、管表面とリブとの間のギ
ャップが広がって溶接不能となる。例えば、3mm以上
のギャップが生ずると、溶接不能となる。したがって、
溶接部直前でリブを管表面に押付けて浮上がりを防止す
る対策が必要である。特に外面の場合には浮上がり量が
大きく押付は力として100Kg以上の力を必要とする
Further, in flare welding of ribs, the ribs are lifted off the tube surface due to welding deformation, and the gap between the tube surface and the ribs widens, making welding impossible. For example, if a gap of 3 mm or more occurs, welding becomes impossible. therefore,
It is necessary to take measures to prevent lifting by pressing the rib against the pipe surface just before the weld. Particularly in the case of the outer surface, the lifting amount is large and pressing requires a force of 100 kg or more.

内外面とも下向溶接とした場合、管の自重ならびに上記
押付は力の反力をすべて管の一端の支持端(固定端)の
みで負担せねばならず、その大きさが2〜3ton−m
に及ぶため、管の固定が不安定となり良好な溶接を達成
することができない。
If both the inner and outer surfaces are welded downward, the weight of the tube and the reaction force of the above pressing force must be borne only by the supporting end (fixed end) at one end of the tube, and the size is 2 to 3 ton-m.
As a result, the fixation of the tube becomes unstable and good welding cannot be achieved.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

本発明はこのような実情に鑑み、螺旋状リブを施した短
管を杭体の先端に連結して容易にドリル鋼管杭を製造す
ることができる技術を提供することを目的とする。
In view of these circumstances, an object of the present invention is to provide a technology that allows easy manufacture of drill steel pipe piles by connecting short pipes provided with spiral ribs to the tip of pile bodies.

また、本発明は内外面にリブを溶接したドリル鋼管杭の
内外面リブを管内外から案内ローラによって押え付け、
溶接トーチをこれに連動させて動かしながら、下向姿勢
で溶接するようにしたドリル鋼管杭の製造方法を提供し
ようとするものである。
In addition, the present invention presses the inner and outer ribs of a drill steel pipe pile with ribs welded on the inner and outer surfaces by guide rollers from the inside and outside of the pipe,
It is an object of the present invention to provide a method for manufacturing a drilled steel pipe pile in which welding is performed in a downward position while a welding torch is moved in conjunction with the welding torch.

さらに、このようにして製造されたリブ付短管を杭体に
取付ける方法を提案する。
Furthermore, we propose a method for attaching the ribbed short pipe manufactured in this manner to a pile body.

〔課題を解決するための手段] 本発明方法は、内外面の片面または両面に螺旋状リブを
溶接した短管を杭体先端に連結することを特徴とするド
リル鋼管杭の製造方法である。
[Means for Solving the Problems] The method of the present invention is a method for producing a drilled steel pipe pile, characterized in that a short pipe having spiral ribs welded to one or both of its inner and outer surfaces is connected to the tip of the pile body.

また、本発明は、ドリル鋼管杭の内外面に螺旋状リブを
溶接取付けする場合には、鋼管を軸心まわりに回転可能
に保持し、この鋼管の内外面に同ピッチの螺旋状リブを
位相が等しくなるように巻きつけ、この内外リブを対向
一対の押付案内ローラにより管の内外から同時に管壁の
同位置の内外面に押付け、この押付部近傍の内外リブを
下向自動溶接することを特徴とする。
Furthermore, when spiral ribs are welded to the inner and outer surfaces of a drilled steel pipe pile, the steel pipe is held rotatably around the axis, and spiral ribs of the same pitch are attached to the inner and outer surfaces of the steel pipe in phase. The inner and outer ribs are simultaneously pressed against the inner and outer surfaces of the pipe wall at the same position from the inside and outside of the pipe by a pair of opposing pressing guide rollers, and the inner and outer ribs near this pressing part are automatically welded downward. Features.

さらに、この方法により内外面螺旋状リブを溶接した短
管を製造し、これを杭体先端に連結すると、容易に長尺
のドリル鋼管杭を製造することができる。
Furthermore, by manufacturing a short pipe with welded internal and external spiral ribs by this method and connecting this to the tip of the pile body, a long drilled steel pipe pile can be easily manufactured.

本発明において、杭体としては、鋼管に限らずPC杭で
もよく、PC杭端面の支圧板(PC鋼材定着板)に溶接
接合することができ、広義のドリル鋼管杭と云うことが
できる。
In the present invention, the pile body is not limited to a steel pipe, but may also be a PC pile, which can be welded to a bearing plate (PC steel fixing plate) on the end face of the PC pile, and can be referred to as a drilled steel pipe pile in a broad sense.

〔作用1 あらかじめ内外表面の片面又は両面に螺旋状のリブを取
付けた3〜4m程度の短い鋼管と、別の長尺の杭体(鋼
管、PC杭など)を円周溶接して一体化して長尺の基礎
鋼管杭(ドリル杭)を製造すると長尺管にリブを取付け
る方式に比して容易に、所望のドリル杭を製造すること
ができる。
[Effect 1: A short steel pipe of about 3 to 4 m long with spiral ribs attached to one or both of its inner and outer surfaces in advance and another long pile body (steel pipe, PC pile, etc.) are circumferentially welded and integrated. By manufacturing long basic steel pipe piles (drill piles), desired drill piles can be manufactured more easily than by attaching ribs to long pipes.

また、本発明では鋼管の内外面にリブを取付ける場合、
リブな押付ける力を鋼管の同一位置に管内外から対向し
て作用させて釣合わせることによって、一端を保持して
いる管保持力の負担を減らし、管の保持を安定化させて
良好な溶接を行うことができる。
In addition, in the present invention, when attaching ribs to the inner and outer surfaces of the steel pipe,
By balancing the rib-like pressing force by applying it to the same position on the steel pipe from the inside and outside of the pipe, the burden on the pipe holding force that holds one end is reduced, the pipe is held stably, and good welding is achieved. It can be performed.

[実施例] 第1図に本発明方法の実施例の内外面にリブを取付ける
場合の説明図を掲げた。
[Example] Fig. 1 is an explanatory diagram of a case where ribs are attached to the inner and outer surfaces of an example of the method of the present invention.

$318mmX9mmtX長さ3m12の鋼管lに外面
は全長にわたってリブ2を、内面は一端から1,5m分
リブ3を溶接した実施例に基づき説明する。リブ2,3
はφ13mmの丸棒をピッチ300mmの螺旋状に成形
したものを用いた。鋼管1はその一端を回転治具10に
固定した片持ち梁形式で保持し、矢印17.18で示す
ように、上記回転治具10ごと軸まわりに回転し、一回
転につき300mm(螺旋の1ピッチ分)管軸方向に水
平移動させる。
A description will be given based on an example in which a rib 2 is welded to a steel pipe 1 measuring $318 mm x 9 mm t x 3 m12 in length along the entire length on the outer surface, and a rib 3 for 1.5 m from one end on the inner surface. ribs 2, 3
A round bar with a diameter of 13 mm was formed into a spiral shape with a pitch of 300 mm. The steel pipe 1 is held in the form of a cantilever with one end fixed to a rotating jig 10, and as shown by arrows 17 and 18, the steel pipe 1 rotates around the axis along with the rotating jig 10, and rotates by 300 mm per rotation (one helix). pitch) horizontally in the direction of the tube axis.

フレア溶接において良好なビードを得るための溶接姿勢
は下向ないし水平王道までであり、これを、外面、内面
に分けて図示すると外面では第2図(a)のように時計
面で9時〜13時の範囲21、内面では第2図(b)に
示すように5時〜9時の範囲22となる。
In order to obtain a good bead in flare welding, the welding posture is from downward to horizontal.If this is divided into the outer and inner surfaces, the outer surface is from 9 o'clock on the clock face as shown in Figure 2 (a). The range 21 at 13 o'clock is the range 21 from 5 o'clock to 9 o'clock on the inner surface as shown in FIG. 2(b).

これより内外面を同時溶接する際の溶接位置は両者のラ
ップする水平王道(9時)位置を中心に100mm程度
の領域23.24とする。
From this, the welding position when simultaneously welding the inner and outer surfaces is an area 23.24 of about 100 mm centered on the horizontal royal road (9 o'clock) position where both overlap.

外面溶接装置11は管の側面に立てた門型フレーム(図
示省略)に、また、内面溶接装置12は$200mmX
9mmtX長さ3.5mの水平に固定したアーム(片端
固定、図示省略)の自由端にそれぞれ固定しである。
The external welding device 11 is mounted on a gate-shaped frame (not shown) that stands on the side of the pipe, and the internal welding device 12 is mounted on a gate-shaped frame (not shown) with a diameter of $200 mm.
Each was fixed to the free end of a horizontally fixed arm (one end fixed, not shown) having a length of 9 mm and a length of 3.5 m.

内外面の螺旋状リブ2,3はあらかじめ螺旋状に成形し
、双方のピッチを一致させて管の内外に挿入後、溶接始
端部4.5のみ仮付けした。
The spiral ribs 2 and 3 on the inner and outer surfaces were previously formed into a spiral shape, and after inserting them into the inside and outside of the tube with their pitches matched, only the welding start end 4.5 was temporarily attached.

外面溶接装置11.内面溶接装置12にはそれぞれリブ
を管壁に押しつける押付はローラ13゜14を備える。
External welding device 11. The internal welding device 12 is equipped with rollers 13 and 14 for pressing the ribs against the pipe wall.

押付はローラ13,14はエアジヤツキにより押付力を
付与される。
For pressing, a pressing force is applied to the rollers 13 and 14 by an air jack.

押付はローラ13,14を溶接トーチ15゜16より約
100mm前進させてセットし、エアジヤツキによる押
付は力を内外面とも100kgとなるようエアジヤツキ
の空気圧を調整した後ガスシールド溶接を開始した。
For pressing, the rollers 13 and 14 were set approximately 100 mm ahead of the welding torch 15° 16, and for pressing with an air jack, the air pressure of the air jack was adjusted so that the force was 100 kg on both the inner and outer surfaces, and then gas shield welding was started.

リブの押付はローラによる押付けは溶接位置直前とし、
第1図に示すように内外面で同一位置とする。ここでは
内外面の押付は力p(、、plを向きが反対で同一もし
くは管の自重分だけPiを大きくすることで管の保持安
定度を高める。
When pressing the rib, use a roller just before the welding position.
As shown in Figure 1, the inner and outer surfaces are in the same position. Here, the holding stability of the tube is increased by pressing the inner and outer surfaces by applying forces p(,,pl) in opposite directions and the same, or by increasing Pi by the weight of the tube.

ここで、リブに押付は力を与える押付はローラは溶接ト
ーチと一体となっておりこのローラが倣い装置を兼ねる
。管を一回転につきりブ1ピッチ分だけ管軸に沿って横
移動させて内外面のリブ溶接を同時に行うと容易に良好
なリブの溶接接合ができる。
Here, the pressing roller that applies force to the rib is integrated with the welding torch, and this roller also serves as a copying device. If the tube is moved laterally along the tube axis by one pitch per rotation and the ribs are welded on the inner and outer surfaces at the same time, good rib welding can be easily achieved.

溶接中の鋼管1の上下方向の動きは1mm程度におさえ
られ、リブ2,3の良好なフレア溶接が達成された。
The vertical movement of the steel pipe 1 during welding was suppressed to about 1 mm, and good flare welding of the ribs 2 and 3 was achieved.

〔発明の効果] 本発明によれば、短管の内外面の片面または両面に螺旋
状リブを溶接した短管を杭体の先端に連結するので、ド
リル鋼管杭を容易に製造することができる。また本発明
方法によって短管の内外面に、内外面リブを高品質に能
率よく溶接することができ、本発明は鋼管杭全体の製造
コスト削減に大幅に寄与する。
[Effects of the Invention] According to the present invention, a short pipe in which spiral ribs are welded to one or both of the inner and outer surfaces of the short pipe is connected to the tip of the pile body, so a drilled steel pipe pile can be easily manufactured. . Further, by the method of the present invention, inner and outer ribs can be efficiently welded to the inner and outer surfaces of the short pipe with high quality, and the present invention greatly contributes to reducing the manufacturing cost of the entire steel pipe pile.

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

第1図(a)は本発明方法を説明する実施例を示す杭の
縦断面図、第1図(b)はその横断面図、第2図(a)
、(b)は溶接位置の説明図である。 1・・・鋼管 2・・・外リブ 3・・・内リブ 4.5・・・溶接始端部 10・・・取付装置 11.12・・・溶接装置 13.14・・・押付はローラ
FIG. 1(a) is a vertical cross-sectional view of a pile showing an example for explaining the method of the present invention, FIG. 1(b) is a cross-sectional view thereof, and FIG. 2(a)
, (b) are explanatory diagrams of welding positions. 1...Steel pipe 2...Outer rib 3...Inner rib 4.5...Welding start end 10...Mounting device 11.12...Welding device 13.14...Pushing by roller

Claims (1)

【特許請求の範囲】 1 内外面のいずれかまたは両面に螺旋状リブを溶接し
た短管を杭体先端に連結することを特徴とするドリル鋼
管杭の製造方法。 2 ドリル鋼管杭の内外面に螺旋状リブを溶接取付けす
るに当り、鋼管を軸心まわりに回転可能に一端を保持し
、該鋼管の内外面に同ピッチの螺旋状リブを同位相で巻
きつけ、該内外リブを対向一対の内外押付案内ローラに
よりそれぞれ管壁の同位置の内外面に押付け、該押付部
近傍内外リブを下向自動溶接することを特徴とするドリ
ル鋼管杭の製造方法。3 請求項2記載の方法により螺
旋状リブを溶接した短管を杭体先端に連結することを特
徴とするドリル鋼管杭の製造方法。
[Claims] 1. A method for manufacturing a drill steel pipe pile, which comprises connecting a short pipe with spiral ribs welded to either or both of the inner and outer surfaces to the tip of the pile body. 2. When attaching spiral ribs to the inner and outer surfaces of a drilled steel pipe pile by welding, one end of the steel pipe is held rotatably around the axis, and spiral ribs with the same pitch are wound around the inner and outer surfaces of the steel pipe in the same phase. A method for producing a drilled steel pipe pile, characterized in that the inner and outer ribs are pressed against the inner and outer surfaces of the tube wall at the same position by a pair of opposing inner and outer pressing guide rollers, and the inner and outer ribs near the pressed portions are automatically welded downward. 3. A method for manufacturing a drilled steel pipe pile, which comprises connecting a short pipe with spiral ribs welded by the method according to claim 2 to the tip of the pile body.
JP29189090A 1990-05-15 1990-10-31 Manufacture of drill steel tube pile Pending JPH04118116A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2-122979 1990-05-15
JP12297990 1990-05-15

Publications (1)

Publication Number Publication Date
JPH04118116A true JPH04118116A (en) 1992-04-20

Family

ID=14849309

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29189090A Pending JPH04118116A (en) 1990-05-15 1990-10-31 Manufacture of drill steel tube pile

Country Status (1)

Country Link
JP (1) JPH04118116A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010131944A (en) * 2008-12-08 2010-06-17 Nippon Steel Corp Device for temporarily fastening bar-like material for steel pipe and temporary fastening method
CN102704469A (en) * 2012-06-28 2012-10-03 中铁十三局集团第一工程有限公司 Shearing ring structure for steel pipe pile
CN103978064A (en) * 2014-05-23 2014-08-13 李长城 Forming device of stainless steel structure spiral welding pipe
CN110038919A (en) * 2019-04-30 2019-07-23 西安理工大学 A kind of spiral that revolving pull-type processing is put more energy into fin steel tube and forming method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010131944A (en) * 2008-12-08 2010-06-17 Nippon Steel Corp Device for temporarily fastening bar-like material for steel pipe and temporary fastening method
CN102704469A (en) * 2012-06-28 2012-10-03 中铁十三局集团第一工程有限公司 Shearing ring structure for steel pipe pile
CN103978064A (en) * 2014-05-23 2014-08-13 李长城 Forming device of stainless steel structure spiral welding pipe
CN110038919A (en) * 2019-04-30 2019-07-23 西安理工大学 A kind of spiral that revolving pull-type processing is put more energy into fin steel tube and forming method

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