JPH093880A - Site correction method for thin steel pipe pile correction jig used therefor - Google Patents

Site correction method for thin steel pipe pile correction jig used therefor

Info

Publication number
JPH093880A
JPH093880A JP15912795A JP15912795A JPH093880A JP H093880 A JPH093880 A JP H093880A JP 15912795 A JP15912795 A JP 15912795A JP 15912795 A JP15912795 A JP 15912795A JP H093880 A JPH093880 A JP H093880A
Authority
JP
Japan
Prior art keywords
pile
ring
straightening
lower pile
upper pile
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
JP15912795A
Other languages
Japanese (ja)
Inventor
Setsu Yoshida
節 吉田
Yoichi Yokoyama
陽一 横山
Shuzo Watanabe
修三 渡邉
Shinichi Kawashima
真一 川島
Yasuki Takechi
泰樹 武市
Hiroshi Okada
弘 岡田
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.)
JFE Steel Corp
Kubota Corp
JFE Engineering Corp
Nippon Steel Corp
Original Assignee
Kubota Corp
Nippon Steel Corp
Sumitomo Metal Industries Ltd
Kawasaki Steel Corp
NKK Corp
Nippon Kokan 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 Kubota Corp, Nippon Steel Corp, Sumitomo Metal Industries Ltd, Kawasaki Steel Corp, NKK Corp, Nippon Kokan Ltd filed Critical Kubota Corp
Priority to JP15912795A priority Critical patent/JPH093880A/en
Publication of JPH093880A publication Critical patent/JPH093880A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To perform accurate contact of two piles with each other by a method wherein, in a coupling part between the lower pile and the upper pile of a thin steel. pipe pile, irregularity between the upper and lower piles is corrected before connection of the two piles. CONSTITUTION: An annular ring 4 having an inner periphery with size larger than the outside diameter of an upper pile 2 and a correction jig 3 positioned facing the annular ring in the direction of diameter and radially joined in a screwed-in state with the ring 4 and comprising a plurality of correction bolts 5 having a tip protruding toward the inner peripheral side of the ring 4 are temporarily fixed on the outer periphery of the upper end of the lower pile 1 in such a state to protrude upward from the top end of the lower pile 1. The tips of the correction bolts 5 of the correction jig 3 are brought into abutment with the outer peripheral surface of the upper pile 2 dropped on the lower pile 1 and the sectional shape of the upper pile 2 is corrected to the same shape as that of the lower pile 1, and the lower end face of the upper pile 2 is brought into contact with the upper surface of the lower pile 1 throughout a whole periphery.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は薄肉鋼管杭の継手部分
において上杭の断面形状を下杭に合わせて矯正する薄肉
鋼管杭の現場矯正方法及び矯正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 an on-site straightening method and a straightening jig for a thin-walled steel pipe pile in which the cross-sectional shape of the upper pile is straightened at the joint portion of the thin-walled steel pipe pile to match the lower pile.

【0002】[0002]

【従来技術及び発明が解決しようとする課題】鋼管杭の
現場での接続は先行して設置された下杭上に上杭を落と
し込み、継手目地を溶接することにより行われるが、両
杭の継手目地は荷重の伝達上、全周に亘って正確に突き
合わせられる必要がある。
The connection of steel pipe piles in the field is performed by dropping the upper pile on the lower pile installed in advance and welding the joint joint. The joint needs to be accurately butted over the entire circumference in order to transmit the load.

【0003】鋼管杭が経済設計の面から、あるいは内部
に充填されるコンクリートとの複合化により薄肉化して
いる場合には、運搬時と取り扱い時に自重によって半径
方向に変形が生じ、そのまま残留するため下杭と上杭の
接続前に変形を矯正しておく必要があるが、矯正は従
来、上杭の設置後に楔等を用いて行われているため非能
率的であり、安全管理上の問題もある。
In the case where the steel pipe pile is thinned in view of economical design or by being compounded with concrete filled inside, it is deformed in the radial direction due to its own weight during transportation and handling, and remains as it is. Although it is necessary to correct the deformation before connecting the lower pile and the upper pile, the correction is conventionally inefficient because it is performed using a wedge after installing the upper pile, which is a safety management problem. There is also.

【0004】これに対し、出願人は漏斗形の修正治具を
用いた簡易な矯正方法を提案している(特願平6-89347
号)。これは楕円形に変形している上杭の長軸方向の両
下端が修正治具の内周面に接触するときに楕円の中心側
へ受ける反力で形状を修正する方法であるが、杭径の増
加と共に変形量が増大し、それに対応した径を矯正治具
に与えようとすれば傾斜角度が緩くなるため杭径がある
程度の大きさになると上杭の下端が修正治具の内周面に
突き当たったまま降下しないことがある。
On the other hand, the applicant has proposed a simple correction method using a funnel-shaped correction jig (Japanese Patent Application No. 6-89347).
issue). This is a method of correcting the shape by the reaction force received on the center side of the ellipse when both lower ends in the long axis direction of the upper pile that are deformed into an ellipse contact the inner peripheral surface of the correction jig. As the diameter increases, the amount of deformation increases, and if you try to give the corrective jig a corresponding diameter, the inclination angle will become loose, so if the pile diameter becomes a certain size, the lower end of the upper pile will become the inner circumference of the correction jig. It may not hit the surface and descend.

【0005】この発明は上記背景を踏まえてなされたも
ので、既出願発明の問題を解消しながら、より正確に矯
正を行える方法を提案するものである。
The present invention has been made in view of the above background, and proposes a method capable of correcting more accurately while solving the problems of the invention of the previously filed application.

【0006】[0006]

【課題を解決するための手段】本発明では下杭に仮固定
されるリングに螺合し、先端がリングの内周側へ突出す
る矯正ボルトを用いて上杭を半径方向に強制的に矯正す
ることにより上杭の下端面と下杭の上端面との接触の正
確さを上げ、また上杭がその変形によって下杭上に降下
しない事態を回避する。
According to the present invention, the upper pile is forcibly corrected in the radial direction by using a correction bolt that is screwed into a ring that is temporarily fixed to the lower pile and has a tip protruding toward the inner peripheral side of the ring. By doing so, the accuracy of contact between the lower end surface of the upper pile and the upper end surface of the lower pile is increased, and the situation in which the upper pile does not fall on the lower pile due to its deformation is avoided.

【0007】矯正治具は下杭の上端の外周に、下杭の天
端より上方へ突出した状態で仮固定され、内周が上杭の
外径より大きい大きさを持つ環状のリングと矯正ボルト
からなり、矯正ボルトは下杭の直径方向に対向してリン
グに半径方向に螺合し、先端がリングの内周側へ突出す
る。
The correction jig is temporarily fixed to the outer periphery of the upper end of the lower pile in a state of protruding upward from the top end of the lower pile, and the inner ring has an annular ring having a size larger than the outer diameter of the upper pile and the straightening jig. The straightening bolt is formed of a bolt and is radially engaged with the ring so as to face the diametrical direction of the lower pile, and the tip projects toward the inner peripheral side of the ring.

【0008】矯正ボルトはリングの内周に落とし込まれ
た上杭の外周面に先端が半径方向に突き当たることによ
り、直径方向に対向する矯正ボルトと対になって上杭の
断面形状を強制的に下杭と同一に矯正する。直径方向に
対向する一対の矯正ボルトのいずれか一方が中心側へ螺
入すれば反対側の矯正ボルトが反力で上杭を押し返すた
め、上杭が下杭上端の円形より外側へはらみだした位置
に矯正ボルトが対向して配置されれば上杭の矯正が効率
的に行える。
Since the tip of the straightening bolt strikes the outer peripheral surface of the upper pile dropped into the inner circumference of the ring in the radial direction, the straightening bolt forms a pair with the straightening bolt that is diametrically opposed to force the cross-sectional shape of the upper pile. Correct the same as the lower pile. If one of a pair of straightening bolts facing each other in the diameter direction is screwed into the center side, the straightening bolt on the opposite side pushes back the upper pile with a reaction force, so the upper pile extends beyond the circle at the upper end of the lower pile. If the straightening bolts are arranged facing each other, the upper pile can be efficiently straightened.

【0009】上杭は下杭上への吊り込み時に通常、楕円
形に変形しているが、矯正治具のリングの内周の大きさ
が変形状態での上杭の外径より大きく設定されることに
より外径が最も大きくなる長軸方向両端の下端がリング
の内周側に位置する。またリングの内周には傾斜を付け
る必要がないため上杭は全周に亘り、リングとの衝突を
生じることなくリングの内周に落とし込まれ、既出願発
明の問題は解消される。楕円形の上杭は上記の通り、長
軸方向の両端がその位置の矯正ボルトによって中心側へ
押されることにより同時に短軸方向の両端が半径方向外
側へはらみだすため確実に円形に修正される。
The upper pile is usually deformed into an elliptical shape when it is suspended on the lower pile, but the size of the inner circumference of the ring of the correction jig is set to be larger than the outer diameter of the upper pile in the deformed state. As a result, the lower ends of both ends in the major axis direction where the outer diameter becomes the largest are located on the inner peripheral side of the ring. Further, since it is not necessary to incline the inner circumference of the ring, the upper pile is dropped over the entire circumference of the inner circumference of the ring without causing a collision with the ring, and the problem of the previously filed invention is solved. As mentioned above, the elliptical upper pile is surely modified into a circular shape because both ends in the long axis direction are pushed toward the center by the correction bolts in that position, and at the same time, both ends in the short axis direction protrude outward in the radial direction. .

【0010】矯正ボルトが上杭下端の断面形状を強制的
に矯正することにより上杭の下端面と下杭の上端面の接
触時の正確さが上がり、上杭の下端面を下杭の上端面に
全周に亘って接触させることが可能になる。
Since the straightening bolt forcibly corrects the cross-sectional shape of the lower end of the upper pile, the accuracy at the time of contact between the lower end surface of the upper pile and the upper end surface of the lower pile is increased, and the lower end surface of the upper pile is placed above the lower pile. It is possible to make contact with the end face over the entire circumference.

【0011】[0011]

【実施例】請求項1記載の発明は薄肉鋼管杭である下杭
1上に同じく薄肉鋼管杭の同一径の上杭2を落とし込
み、請求項2記載発明の矯正治具3を用いて両杭1,2
の溶接による接続前に上杭2の下杭1に対する目違いを
矯正する方法である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The invention according to claim 1 is the same as the thin steel pipe pile, in which the upper pile 2 of the same diameter is dropped on the lower pile 1 which is a thin steel pipe pile, and both piles are formed by using the straightening jig 3 of the invention according to claim 2. 1,2
Is a method of correcting the misalignment of the upper pile 2 and the lower pile 1 before the connection by welding.

【0012】矯正治具3は図2に示すように環状のリン
グ4とリング4に螺合する複数本の矯正ボルト5から構
成され、下杭1の上端の外周に下杭1の天端より上方へ
突出した状態で仮固定される。リング4の内周は上杭2
の外径より大きい(円形の場合は内径が変形状態での上
杭2の外径より大きい)大きさを持ち、矯正ボルト5は
下杭1の直径方向に対向してリング4に半径方向に螺合
し、先端がリング4の内周側へ突出する。リング4の平
面形状は円形が適当であるが、図5に示すように矯正ボ
ルト5の軸が下杭1の中心を向けば多角形でも問題はな
い。複数本の矯正ボルト5はリング4の周方向に均等に
分散して配置される。
As shown in FIG. 2, the straightening jig 3 is composed of an annular ring 4 and a plurality of straightening bolts 5 screwed onto the ring 4. The straightening jig 3 is attached to the outer periphery of the upper end of the lower pile 1 from the top end of the lower pile 1. It is temporarily fixed while protruding upward. Inner circumference of ring 4 is upper pile 2
Has a size larger than the outer diameter (in the case of a circular shape, the inner diameter is larger than the outer diameter of the upper pile 2 in a deformed state), and the correction bolts 5 face the diameter direction of the lower pile 1 in the radial direction of the ring 4. It is screwed, and the tip projects to the inner peripheral side of the ring 4. The plane shape of the ring 4 is preferably circular, but there is no problem if the axis of the straightening bolt 5 faces the center of the lower pile 1 as shown in FIG. The plurality of straightening bolts 5 are evenly arranged in the circumferential direction of the ring 4.

【0013】実施例は変形している上杭2の楕円形の向
きに関係なく一定位置で上杭2の矯正が行えるよう、リ
ング4に8本の矯正ボルト5を付けた場合を示すが、矯
正ボルト5はリング4に沿った円周上で直径方向に対向
し、対になって配置されれば楕円の長軸方向両端を中心
側へ押すことにより短辺方向両端を中心より外側へ押し
出し、変形している上杭2の形状を円形に矯正できるこ
とから、下杭1の円形の直径上で対向し、少なくとも2
本配置されれば足りる。
The embodiment shows a case where eight straightening bolts 5 are attached to the ring 4 so that the upper pile 2 can be straightened at a fixed position regardless of the deformed elliptical shape of the upper pile 2. The straightening bolts 5 diametrically oppose each other on the circumference along the ring 4, and if arranged in pairs, push both ends in the major axis direction of the ellipse toward the center side to push both ends in the short side direction outward from the center. Since the deformed shape of the upper pile 2 can be corrected into a circular shape, the circular shape of the lower pile 1 faces each other, and at least 2
It is enough if the books are arranged.

【0014】矯正ボルト5はリング4に直接半径方向に
螺合し、またはリング4を貫通し、リング4の内周面に
溶接等により固定されたナット6に螺合し、リング4や
ナット6への螺合長さの調整によって先端のリング4内
周面からの突出量が調整される。
The straightening bolt 5 is screwed directly to the ring 4 in the radial direction, or is passed through the ring 4 and is screwed to a nut 6 fixed to the inner peripheral surface of the ring 4 by welding or the like, so that the ring 4 or the nut 6 is screwed. The amount of protrusion of the tip from the inner peripheral surface of the ring 4 is adjusted by adjusting the screwing length to the.

【0015】矯正ボルト5は先端が、下杭1上に落とし
込まれた上杭2の外周面に上杭2の半径方向中心側へ突
き当たると同時に、対向する側に位置する矯正ボルト5
が上杭2に円形の中心側へ反力を与えることにより上杭
2の断面形状を下杭1と同一に矯正し、上杭2の下端を
下杭1の上端に全周に亘って接触させる。上杭2の下端
の外周側には下杭1との溶接のための開先が形成されて
いる。
The tip of the straightening bolt 5 abuts the outer peripheral surface of the upper pile 2 dropped on the lower pile 1 toward the center of the upper pile 2 in the radial direction, and at the same time, is located on the opposite side.
Corrects the cross-sectional shape of the upper pile 2 to be the same as the lower pile 1 by applying a reaction force to the upper pile 2 toward the center of the circle, and the lower end of the upper pile 2 contacts the upper end of the lower pile 1 over the entire circumference. Let A groove for welding with the lower pile 1 is formed on the outer peripheral side of the lower end of the upper pile 2.

【0016】下杭1の上端の内周面には上杭2との溶接
のための裏当てリング7がストッパ8に支持され、下杭
1の天端から上方へ突出した状態で配置されるが、裏当
てリング7は上杭2の矯正時に半径方向中心向きの矯正
ボルト5からの力に対して内周側から逆向きに上杭2に
反力を加え、上杭2の移動と矯正時の必要以上の変形を
拘束する働きをする。裏当てリング7の上部は円形の中
心側へ屈曲し、上杭2の落とし込み時に上杭2に内接す
ることにより矯正ボルト5による形状の矯正が進むにつ
れて上杭2の降下を案内し、鉛直性を保持する役目も持
つ。
A backing ring 7 for welding with the upper pile 2 is supported on a stopper 8 on the inner peripheral surface of the upper end of the lower pile 1, and is arranged in a state of protruding upward from the top end of the lower pile 1. However, the backing ring 7 applies a reaction force to the upper pile 2 from the inner peripheral side in the opposite direction to the force from the straightening bolt 5 in the radial direction when correcting the upper pile 2 to move and straighten the upper pile 2. It works to restrain excessive deformation of time. The upper part of the backing ring 7 bends toward the center of the circle, and when the upper pile 2 is dropped, it is inscribed in the upper pile 2 to guide the lowering of the upper pile 2 as the shape correction by the straightening bolts 5 progresses, thereby ensuring verticality. Also has the role of holding.

【0017】裏当てリング7の上部が屈曲することによ
って上杭2の落とし込み時、楕円形に変形している上杭
2下端の短軸方向の両端は裏当てリング7の上端に接触
し、長軸方向の両端は裏当てリング7の外周側に位置す
る。その後、長軸方向両端に突き当たる矯正ボルト5,
5による矯正により上杭2の断面形状が円形に矯正され
ることに伴い、上杭2が徐々に裏当てリング7の上部に
外接し、そのまま裏当てリング7に案内されながら自重
で下杭1上に降下する。楕円形に変形している上杭2の
長軸方向の両端から矯正ボルト5で中心側へ力を加えれ
ば、上杭2が降下し、上杭2の内周面が裏当てリング7
に接触したことで矯正作業の終了が確認され、その時期
は矯正ボルト5の締め付けの力(トルク)に変化が生じ
た時点で確認できる。
When the upper pile 2 is dropped by bending the upper part of the backing ring 7, both ends of the lower end of the upper pile 2 which are deformed in an elliptical shape in the short axis direction come into contact with the upper end of the backing ring 7 and are long. Both ends in the axial direction are located on the outer peripheral side of the backing ring 7. After that, straightening bolts 5, which strike both ends in the long axis direction,
As the cross-sectional shape of the upper pile 2 is corrected to a circular shape by the correction of 5, the upper pile 2 gradually contacts the upper portion of the backing ring 7 and is guided by the backing ring 7 as it is to the lower pile 1 by its own weight. Descend to the top. When a force is applied from the both ends in the long axis direction of the upper pile 2 which is deformed into an elliptical shape to the center side by the correction bolts 5, the upper pile 2 is lowered and the inner peripheral surface of the upper pile 2 is backed by the backing ring
The completion of the straightening work is confirmed by the contact with the contact point, and the timing can be confirmed when the tightening force (torque) of the straightening bolt 5 changes.

【0018】矯正治具3は下杭1の上端の外周に着脱自
在に取り付けられる受け具9上に載置され、上杭2回り
を包囲する。実施例では独立した複数個の受け具9を磁
石10を用いて下杭1に着脱自在に取り付けた場合を示す
が、受け具9は矯正治具3を水平に安定させて支持でき
る状態に下杭1に仮止めされれば取付方法は問われな
い。また上記の通り、直径方向に対向する一対の矯正ボ
ルト5,5のいずれか一方が中心側へ螺入し、上杭2の
外周面を押せば反対側の矯正ボルト5が反力で上杭2を
押し返すため、矯正ボルト5の螺入によって相対的にリ
ング4が移動することはないことから、矯正治具3は特
に受け具9に固定される必要はない。
The straightening jig 3 is placed on a receiver 9 which is detachably attached to the outer periphery of the upper end of the lower pile 1 and surrounds the upper pile 2. In the embodiment, the case where a plurality of independent receivers 9 are detachably attached to the lower pile 1 by using the magnets 10 is shown, but the receivers 9 are placed in a state in which the correction jig 3 can be horizontally stabilized and supported. The mounting method does not matter as long as it is temporarily fixed to the pile 1. As described above, if one of the pair of diametrically opposed straightening bolts 5, 5 is screwed into the center side and the outer peripheral surface of the upper pile 2 is pressed, the straightening bolt 5 on the opposite side reacts with the upper pile by reaction force. Since the ring 4 is pushed back, the ring 4 does not move relatively by screwing the straightening bolt 5, so that the straightening jig 3 does not need to be fixed to the receiver 9.

【0019】矯正治具3のリング4は上杭2回りへの着
脱の便宜より周方向の2箇所程度で分離して2個以上の
リング材40,40に分割され、リング材40,40は一方の分
離位置で蝶番11により開閉自在に接続され、他方位置で
連結と切り離しが自在に接続される。
The ring 4 of the orthodontic jig 3 is divided into two or more ring members 40, 40 by being separated at about two locations in the circumferential direction for the convenience of attachment and detachment around the upper pile 2, and the ring members 40, 40 are The hinge 11 is openably and closably connected at one separation position, and the connection and disconnection are freely connected at the other position.

【0020】図3〜図8は2分割されたリング材40,40
の接続例を示す。図3,図4は一方のリング材40にピ
ン,またはボルト12で回転自在に支持された止め具13を
他方のリング材40に重ね、ピン14を落とし込むことによ
り連結し、リング材40,40の開きを防止した場合、図
5,図6は止め具13を一方のリング材40にスライド自在
に支持させ、図3と同様に他方にピン14によって連結し
た場合、図7,図8はリング材40,40を平面上、重なり
合うように組み合わせ、その重なり部分にピン14を貫通
させて連結した場合である。
3 to 8 show ring members 40, 40 divided into two parts.
An example of connection is shown. 3 and 4, the stoppers 13 rotatably supported by the pins or bolts 12 on one ring member 40 are overlapped on the other ring member 40, and the pins 14 are dropped into the ring members 40 to connect them. 5 and 6 show that the stopper 13 is slidably supported by one ring member 40 and is connected to the other by a pin 14 as in FIG. 3, and FIGS. This is a case where the materials 40, 40 are combined so as to overlap each other on a plane, and the pin 14 is penetrated through the overlapping portion to be connected.

【0021】[0021]

【発明の効果】請求項1記載発明は下杭に仮固定され
る、内周が上杭の外径より大きい大きさを持つ環状のリ
ングに、直径方向に対向して半径方向に螺合し、リング
の内周側に突出する矯正ボルトを上杭の外周に突き当て
て上杭を半径方向に強制的に矯正する方法であるため、
上杭の断面形状を確実に円形に修正することができ、上
杭の下端面と下杭の上端面の接触時の正確さが上がり、
上杭の下端面を下杭の上端面に全周に亘って接触させる
ことが可能になる。
According to the first aspect of the present invention, an annular ring, which is temporarily fixed to the lower pile and has an inner circumference larger than the outer diameter of the upper pile, is screwed in the radial direction so as to face the diameter. Since it is a method of forcibly correcting the upper pile in the radial direction by abutting a correction bolt protruding on the inner peripheral side of the ring on the outer periphery of the upper pile,
It is possible to reliably correct the cross-sectional shape of the upper pile to a circular shape, which increases the accuracy of the contact between the lower end surface of the upper pile and the upper end surface of the lower pile,
The lower end surface of the upper pile can be brought into contact with the upper end surface of the lower pile over the entire circumference.

【0022】上杭とリングとの衝突はリングが、楕円形
に変形した上杭の長軸方向の両端間距離を見込んだ大き
さを持つことにより回避でき、またリングの内周には傾
斜を付ける必要がないため、上杭が変形によって降下し
ない事態を防止でき、既出願発明の問題が解消される。
The collision between the upper pile and the ring can be avoided by making the ring have a size that allows for the distance between both ends of the upper pile deformed into an elliptical shape in the long axis direction. Since there is no need to attach it, it is possible to prevent the situation in which the upper pile does not descend due to deformation, and the problem of the previously filed invention is solved.

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

【図1】矯正治具の取付状態を示した縦断面図である。FIG. 1 is a vertical cross-sectional view showing a mounting state of a correction jig.

【図2】図1の平面図である。FIG. 2 is a plan view of FIG.

【図3】止め具を用いたリングの連結例を示した平面図
である。
FIG. 3 is a plan view showing an example of connecting the rings using a stopper.

【図4】図3の立面図である。FIG. 4 is an elevational view of FIG.

【図5】止め具を用いたリングの連結例を示した平面図
である。
FIG. 5 is a plan view showing an example of connecting the rings using a stopper.

【図6】図5の立面図である。FIG. 6 is an elevational view of FIG.

【図7】ピンを用いたリングの連結例を示した平面図で
ある。
FIG. 7 is a plan view showing an example of connecting rings using pins.

【図8】図7の立面図である。FIG. 8 is an elevational view of FIG.

【符号の説明】 1……下杭、2……上杭、3……矯正治具、4……リン
グ、40……リング材、5……矯正ボルト、6……ナッ
ト、7……裏当てリング、8……ストッパ、9……受け
具、10……磁石、11……蝶番、12……ボルト、13……止
め具、14……ピン。
[Explanation of symbols] 1 ... Lower pile, 2 ... Upper pile, 3 ... Straightening jig, 4 ... Ring, 40 ... Ring material, 5 ... Straightening bolt, 6 ... Nut, 7 ... Back Abutment ring, 8 ... Stopper, 9 ... Receiver, 10 ... Magnet, 11 ... Hinge, 12 ... Bolt, 13 ... Stopper, 14 ... Pin.

フロントページの続き (71)出願人 000001258 川崎製鉄株式会社 兵庫県神戸市中央区北本町通1丁目1番28 号 (71)出願人 000002118 住友金属工業株式会社 大阪府大阪市中央区北浜4丁目5番33号 (72)発明者 吉田 節 東京都中央区日本橋室町3丁目1番3号 株式会社クボタ東京本社内 (72)発明者 横山 陽一 東京都中央区日本橋室町3丁目1番3号 株式会社クボタ東京本社内 (72)発明者 渡邉 修三 東京都千代田区内幸町2丁目2番3号 日 比谷国際ビル川崎製鉄株式会社内 (72)発明者 川島 真一 大阪府大阪市中央区北浜4丁目5番33号 住友金属工業株式会社内 (72)発明者 武市 泰樹 東京都千代田区丸の内1丁目1番2号 日 本鋼管株式会社内 (72)発明者 岡田 弘 東京都千代田区大手町2丁目6番3号 新 日本製鐵株式会社内Front page continuation (71) Applicant 000001258 Kawasaki Steel Co., Ltd. 1-228 Kitahonmachi-dori, Chuo-ku, Kobe-shi, Hyogo (71) Applicant 000002118 Sumitomo Metal Industries, Ltd. 4-chome Kitahama, Chuo-ku, Osaka-shi, Osaka No. 33 (72) Inventor Setsu Yoshida 3-13-3 Nihombashi Muromachi, Chuo-ku, Tokyo Kubota Co., Ltd. Tokyo headquarters (72) Inventor Yoichi Yokoyama 3- 1-3 Nihombashi Muromachi, Chuo-ku, Tokyo Kubota Co., Ltd. (72) Inventor Shuzo Watanabe 2-3-3 Uchisaiwaicho, Chiyoda-ku, Tokyo Hibiya International Building Kawasaki Steel Corporation (72) Inventor Shinichi Kawashima 4-53 Kitahama, Chuo-ku, Osaka-shi, Osaka No. Sumitomo Metal Industries, Ltd. (72) Inventor Yasuki Takeichi, Marunouchi, 1-2, Chiyoda-ku, Tokyo Nihon Kokan Co., Ltd. (72) Inventor, Hiroshi Okada 2-3-6, Otemachi, Chiyoda-ku, Tokyo Within Nippon Steel Corporation

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 薄肉鋼管杭である下杭上に同じく薄肉鋼
管杭の同一径の上杭を落とし込み、両杭の接続前に上杭
の下杭に対する目違いを矯正する方法であり、内周が上
杭の外径より大きい大きさを持つ環状のリングと、下杭
の直径方向に対向してリングに半径方向に螺合し、先端
がリングの内周側へ突出する複数本の矯正ボルトからな
る矯正治具を下杭上端の外周に、下杭の天端より上方へ
突出した状態で仮固定し、下杭上に落とし込まれた上杭
の外周面に矯正治具の矯正ボルトの先端を突き当てて上
杭の断面形状を下杭と同一に矯正し、上杭の下端面を下
杭の上端面に全周に亘って接触させる薄肉鋼管杭の現場
矯正方法。
1. A method of dropping an upper pile having the same diameter as that of a thin steel pipe pile on a lower pile which is a thin steel pipe pile to correct the misalignment of the lower pile of the upper pile before connecting both piles. An annular ring having a size larger than the outer diameter of the upper pile, and a plurality of straightening bolts that face the diameter of the lower pile and are screwed into the ring in the radial direction, and the tips project toward the inner peripheral side of the ring. Temporarily fix the straightening jig consisting of on the outer periphery of the upper end of the lower pile while protruding upward from the top end of the lower pile, and fix the straightening bolt of the straightening jig on the outer peripheral surface of the upper pile dropped on the lower pile. A method for straightening a thin-walled steel pipe pile by abutting the tip of the pile to straighten the cross-sectional shape of the upper pile to be the same as that of the lower pile and contact the lower end surface of the upper pile with the upper end surface of the lower pile over the entire circumference.
【請求項2】 請求項1記載の方法で使用され、下杭の
上端の外周に仮固定される、内周が上杭の外径より大き
い大きさを持つ環状のリングと、下杭の直径方向に対向
してリングに半径方向に螺合し、先端がリングの内周側
へ突出する複数本の矯正ボルトからなる矯正治具。
2. An annular ring used in the method according to claim 1, which is temporarily fixed to the outer circumference of the upper end of the lower pile and has an inner circumference larger than the outer diameter of the upper pile, and the diameter of the lower pile. A straightening jig consisting of a plurality of straightening bolts, which face each other in the radial direction and are screwed into the ring in a radial direction and whose tips project toward the inner peripheral side of the ring.
JP15912795A 1995-06-26 1995-06-26 Site correction method for thin steel pipe pile correction jig used therefor Pending JPH093880A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15912795A JPH093880A (en) 1995-06-26 1995-06-26 Site correction method for thin steel pipe pile correction jig used therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15912795A JPH093880A (en) 1995-06-26 1995-06-26 Site correction method for thin steel pipe pile correction jig used therefor

Publications (1)

Publication Number Publication Date
JPH093880A true JPH093880A (en) 1997-01-07

Family

ID=15686837

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15912795A Pending JPH093880A (en) 1995-06-26 1995-06-26 Site correction method for thin steel pipe pile correction jig used therefor

Country Status (1)

Country Link
JP (1) JPH093880A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011214310A (en) * 2010-03-31 2011-10-27 Jfe Steel Corp Attachable/detachable guide jig and placing method for steel pipe pile
JP2013185301A (en) * 2012-03-06 2013-09-19 Nippon Hume Corp Mounting method of weldless joint for pile and device therefor
JP2015101836A (en) * 2013-11-21 2015-06-04 株式会社クボタ Steel pipe sheet pile foundation method
CN113664979A (en) * 2021-07-07 2021-11-19 福建省大地管桩有限公司 Deviation rectifying method for pointed pile head of concrete tubular pile
CN115573333A (en) * 2022-09-02 2023-01-06 中铁一局集团有限公司 Calibration pile casing for micro steel pipe mixing pile of soft sea-land interactive deposition silt layer and construction method of mixing pile

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011214310A (en) * 2010-03-31 2011-10-27 Jfe Steel Corp Attachable/detachable guide jig and placing method for steel pipe pile
JP2013185301A (en) * 2012-03-06 2013-09-19 Nippon Hume Corp Mounting method of weldless joint for pile and device therefor
JP2015101836A (en) * 2013-11-21 2015-06-04 株式会社クボタ Steel pipe sheet pile foundation method
CN113664979A (en) * 2021-07-07 2021-11-19 福建省大地管桩有限公司 Deviation rectifying method for pointed pile head of concrete tubular pile
CN115573333A (en) * 2022-09-02 2023-01-06 中铁一局集团有限公司 Calibration pile casing for micro steel pipe mixing pile of soft sea-land interactive deposition silt layer and construction method of mixing pile
CN115573333B (en) * 2022-09-02 2024-05-03 中铁一局集团有限公司 Calibration pile casing of mini-type steel pipe mixing pile for soft sea Liu Jiaohu phase sediment silt layer and construction method of mixing pile

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