JP2006299562A - Punching device for connected steel pipe pile and connected steel pipe sheet pile - Google Patents

Punching device for connected steel pipe pile and connected steel pipe sheet pile Download PDF

Info

Publication number
JP2006299562A
JP2006299562A JP2005119875A JP2005119875A JP2006299562A JP 2006299562 A JP2006299562 A JP 2006299562A JP 2005119875 A JP2005119875 A JP 2005119875A JP 2005119875 A JP2005119875 A JP 2005119875A JP 2006299562 A JP2006299562 A JP 2006299562A
Authority
JP
Japan
Prior art keywords
steel pipe
pile
chuck
steel
steel pipes
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.)
Granted
Application number
JP2005119875A
Other languages
Japanese (ja)
Other versions
JP4435016B2 (en
Inventor
Shigeki Terasaki
滋樹 寺崎
Yoshikazu Nishiyama
嘉一 西山
Yukichi Suzuki
勇吉 鈴木
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.)
Data Tou Kk
Nippon Steel Corp
Chowa Kogyo Co Ltd
Original Assignee
Data Tou Kk
Nippon Steel Corp
Chowa Kogyo 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 Data Tou Kk, Nippon Steel Corp, Chowa Kogyo Co Ltd filed Critical Data Tou Kk
Priority to JP2005119875A priority Critical patent/JP4435016B2/en
Publication of JP2006299562A publication Critical patent/JP2006299562A/en
Application granted granted Critical
Publication of JP4435016B2 publication Critical patent/JP4435016B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a chuck technology suitable for the case where a connected steel pipe 6 constituted by integrally welding two parallel steel pipes 5a to each other via H-shaped steel 6b is used as a pile. <P>SOLUTION: A line, which connects the centers of the two steel pipes 5a together, serves as the X-axis, and the center of the line is set as the origin O of coordinates. At least two sets (in this case, four sets 2A, 2B, 2C and 2D) of chucks are arranged symmetrically with respect to the X-axis and/or symmetrically with respect to the origin O of coordinates. In this case, the piles 6 can be evenly held by the four chucks, and punching can be accurately performed with high efficiency by applying an even force. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、最近開発されて急速に普及しつつある連結鋼管杭や連結鋼管矢板を打ち込んだり引き抜いたりするために、これを把持する装置に関するものである。   The present invention relates to an apparatus for gripping a connected steel pipe pile or a connected steel pipe sheet pile that has been recently developed and is rapidly spreading.

杭を打ち込んだり引き抜いたりするには、杭打抜機に設けられているチャックで杭を把持する。図5は公知のチャック機構を説明するために示したものである。
図5(A)は、公知の鋼矢板1sをチャック2で把持した状態を模式的に描いた斜視図、(B)は同じく水平断面図である。
図5(C)は、代表的な公知例のチャック3の模式的な垂直断面図であって、二又状の本体3aに油圧シリンダ3bが設けられている。3cはチャッキングプレートであって、この図には鋸歯状の断面が現れているが、片側の面に滑り止めの凹凸が形成された硬質の部材である。2個のチャッキングプレートの間に杭を挟みつけて把持する構造になっている。
図5(D)は、上記と異なる代表的な公知例のチャック4の模式図であって、チャック本体と一体に形成された固定アーム4aに対して可動アーム4bが回動可能に軸支され、油圧シリンダ4dによって開閉駆動される。4eはチャッキングプレートである。
図6は、公知の鋼管杭1pをチャック2で把持した状態を模式的に描いた斜視図、(B)は同じく水平断面図である。
特開平7−158067号公報
In order to drive or pull out the pile, the pile is gripped by a chuck provided in the pile punching machine. FIG. 5 shows a known chuck mechanism.
FIG. 5A is a perspective view schematically illustrating a state in which a known steel sheet pile 1s is held by the chuck 2, and FIG. 5B is a horizontal sectional view.
FIG. 5C is a schematic vertical sectional view of a typical known chuck 3 in which a hydraulic cylinder 3b is provided on a bifurcated body 3a. Reference numeral 3c denotes a chucking plate, which has a serrated cross section, but is a hard member having anti-slip irregularities formed on one surface. It has a structure in which a pile is sandwiched between two chucking plates.
FIG. 5D is a schematic view of a typical known chuck 4 different from the above, and the movable arm 4b is pivotally supported with respect to the fixed arm 4a formed integrally with the chuck body. The hydraulic cylinder 4d is driven to open and close. 4e is a chucking plate.
FIG. 6 is a perspective view schematically illustrating a state in which a known steel pipe pile 1p is gripped by the chuck 2, and (B) is a horizontal sectional view of the same.
Japanese Unexamined Patent Publication No. 7-158067

従来の杭打工事に用いられた鋼製の杭は、鋼矢板や鋼管杭が主流であった。しかし、最近、2本の鋼管を平行に配置してこれらの間に細長い鋼材(例えばH形鋼)を介装溶接した鋼製の杭ないし芯材が開発されて、公知になっている(例えば特開平10−273918号公報)。
この新規な「連結された鋼管から成る杭」は、比較的軽量で剛性が大きく、工業的生産に適している等、多くの長所が有って急速に普及しつつある。
しかし、従来には無かった新規な形状の鋼杭であるため、これを杭打抜機によって把持するに好適なチャックが未だ開発されていないのが現状である。
図7(A)は公知の1例である連結鋼管5を示す端面図である。2本の鋼管5aを平行に配置して、2枚のつなぎ板5bを溶接して一体の構造体が構成されている。上記つなぎ板は細長い長方形の鋼板である。
符号6cを付して示したのは杭継手である。
Steel piles and steel pipe piles were the mainstream of steel piles used for conventional pile driving work. However, recently, steel piles or cores in which two steel pipes are arranged in parallel and an elongated steel material (for example, H-shaped steel) is interposed between them have been developed and are publicly known (for example, JP-A-10-273918).
This new “pile made of connected steel pipes” has many advantages such as relatively light weight, high rigidity, and suitable for industrial production, and is rapidly spreading.
However, since it is a steel pile having a novel shape that has not existed before, a chuck suitable for gripping the steel pile by a pile punching machine has not yet been developed.
FIG. 7A is an end view showing a connecting steel pipe 5 which is a known example. Two steel pipes 5a are arranged in parallel, and two connecting plates 5b are welded to form an integral structure. The connecting plate is an elongated rectangular steel plate.
It is a pile joint shown with the code | symbol 6c.

図7(B)は、前記の連結鋼管5を改良した公知の連結鋼管6の端面図である。前記と異なるところは、2枚のつなぎ板5bに代えて1本のH型鋼6bを用いたことである。これにより、溶接作業が容易となり、剛性がいっそう増大した。
符号6e,6dを付して示したのは杭継手である。
厳密に言えば、この杭継手が無いものを連結鋼管杭と呼び、杭継手が有るものを連結鋼管矢板と呼ぶべきであるが、本発明の目的・構成・作用・効果について、杭継手の有無は関係が無いので、以下、紛らわしくない場合は、単に連結鋼管杭と言えば連結鋼管矢板を含むものとする。
図7(C)は、前掲の(B)図に示した連結鋼管6をチャックで把持して地中へ打込むための試案に係る未公知の連結鋼管7の端面図であって、チャック2で挟みつけて把持するためのつかみ板7a(斑点を付して示す)を溶接してある。
本発明者らの実験によれば、前記つかみ板7aを予め溶接しておくことによって、この連結鋼管7を杭として用い、杭打抜機によって打込み・引抜きを行ない得ることが確認された。
しかしながら、更に望むらくは前記のつかみ板7aを溶接する必要なく杭打ちできれば一層好都合である。
さらに、形状,寸法の異なる多種類の連結鋼管杭を同一の杭打抜機で打抜きできることが望ましい。
FIG. 7B is an end view of a known connecting steel pipe 6 obtained by improving the connecting steel pipe 5. The difference from the above is that one H-shaped steel 6b is used in place of the two connecting plates 5b. This facilitates welding work and further increases the rigidity.
Pile joints are shown with reference numerals 6e and 6d.
Strictly speaking, the one without this pile joint should be called a connected steel pipe pile, and the one with a pile joint should be called a connected steel pipe sheet pile. Since there is no relationship, hereinafter, when it is not confusing, the term “connected steel pipe pile” includes a connected steel pipe sheet pile.
FIG. 7C is an end view of an unknown connection steel pipe 7 related to a trial for gripping the connection steel pipe 6 shown in FIG. A gripping plate 7a (shown with spots) is welded so as to be sandwiched between and gripped.
According to the experiments by the present inventors, it has been confirmed that, by previously welding the grip plate 7a, the connecting steel pipe 7 can be used as a pile and can be driven and pulled out by a pile punching machine.
However, it is more advantageous if it can be piled without the need to weld the gripping plate 7a if desired.
Furthermore, it is desirable that many types of connected steel pipe piles having different shapes and dimensions can be punched with the same pile punching machine.

本発明は上述の事情に鑑みて為されたものであって、連結鋼管に対して杭打抜専用の構成部材を溶接する必要無く、しかも多種類の連結鋼管に順応し得る、結鋼管杭の把持技術を提供しようとするものである。
(図7参照)連結鋼管は、重量を軽減してしかも剛性を上昇せしめ得るという効果を奏するので、杭としても、また芯材その他の構造部材としても重宝される。ただし本発明は、これを杭として用いる場合を適用の対象とする。
そして、この連結鋼管杭に杭継手(6d,6e)を取り付けて連結鋼管矢板(図示せず)とし、隣接する連結鋼管矢板と結合される場合が少なくない。
(図7(C)参照)杭継手(6d,6e)を設けて他の構造部材と継手結合する場合、鎖線pで示した区域が大凡の打設指定席であって、この区域pの外には障害物が存在する可能性が有ると考えねばならない。特に、「杭継手によって結合されるべき、隣接する連結鋼管矢板(図示せず)」が、半ば打設されて自立状態に仮設されている場合が有り得る。
このため「杭チャック2を備えた杭打抜機」は、その平面投影における輪郭が前記の区域p(鎖線)内に収まることが望ましい。
本発明は上記の要請を容易にクリアーし得るように考慮を払って創作した。
The present invention has been made in view of the above circumstances, and it is not necessary to weld a dedicated component for punching a connection steel pipe, and it can adapt to various types of connection steel pipes. It is intended to provide gripping technology.
(Refer to FIG. 7) The connection steel pipe has an effect of reducing the weight and increasing the rigidity, so that the connection steel pipe is also useful as a pile, a core material, and other structural members. However, the present invention applies to the case where this is used as a pile.
In many cases, pile joints (6d, 6e) are attached to the connected steel pipe piles to form a connected steel pipe sheet pile (not shown), which is coupled to the adjacent connected steel pipe sheet pile.
(See FIG. 7 (C)) When a pile joint (6d, 6e) is provided and jointed with another structural member, the area indicated by the chain line p is a general placement designated seat, and the outside of this area p. It must be considered that there may be obstacles. In particular, there may be a case where “an adjacent connected steel pipe sheet pile (not shown) to be coupled by a pile joint” is half-placed and temporarily installed in a self-supporting state.
For this reason, it is desirable for the “pile punching machine equipped with the pile chuck 2” to have the contour in the planar projection within the above-mentioned area p (chain line).
The present invention has been created with consideration given to easily satisfying the above requirements.

前記の目的を達成するために創作した本願の請求項1に係る発明の構成は、複数本の鋼管を平行に並べるとともに、隣接する2本の鋼管を細長い鋼材によって一体的に連結してなる連結鋼管杭を打ち込み、および/または引き抜く装置において、
鋼管の中心線に垂直な面を想定して、2本の鋼管の中心点を結ぶ線をX軸とし、
起振機の下方に複数個のチャック(2)が設けられていて、
該チャック(2)が前記2本の鋼管を、X軸に関して対称な箇所で把持し得るようになっていることを特徴とする。
以上に説明した請求項1の発明方法によると、チャックを介して連結鋼管杭に加えられる重力荷重および杭打荷重の合力の作用線が、該連結鋼管杭の中心線と一致する。
このため、連結鋼管杭に対して、その長手方向に、均一な杭打抜力が与えられ、該連結鋼管杭を正しい方向に効率良く打ち込み、または引き抜くことがでできる。
The structure of the invention according to claim 1 of the present application created to achieve the above object is a connection in which a plurality of steel pipes are arranged in parallel and two adjacent steel pipes are integrally connected by an elongated steel material. In a device for driving and / or extracting steel pipe piles,
Assuming a plane perpendicular to the center line of the steel pipe, the line connecting the center points of the two steel pipes is the X axis,
A plurality of chucks (2) are provided below the exciter,
The chuck (2) is configured to be able to grip the two steel pipes at a place symmetrical with respect to the X axis.
According to the method of the invention of claim 1 described above, the action line of the resultant force of the gravity load and the pile driving load applied to the connected steel pipe pile via the chuck coincides with the center line of the connected steel pipe pile.
For this reason, a uniform pile punching force is given to the connected steel pipe pile in the longitudinal direction, and the connected steel pipe pile can be efficiently driven or pulled out in the correct direction.

請求項2に係る発明の構成は、複数本の鋼管を平行に並べるとともに、隣接する2本の鋼管を細長い鋼材によって一体的に連結してなる連結鋼管杭を打ち込み、および/または引き抜く装置において、
鋼管の中心線に垂直な面を想定して、2本の鋼管の中心点を結ぶ線をX軸とし、X軸上に位置して2本の鋼管の中央の点を座標原点Oとし、
起振機の下方にのチャック(2)が設けられていて、
該チャック(2)が前記の鋼管を、座標原点Oで把持し、もしくは座標原点Oに関して対称な箇所で把持し得るようになっていることを特徴とする。
以上に説明した請求項2の発明によっても、チャックを介して連結鋼管杭に加えられる重力荷重および杭打荷重の合力の作用線が、該連結鋼管杭の中心線と一致する。
このため、連結鋼管杭に対して、その長手方向に、均一な杭打抜力が与えられ、該連結鋼管杭を正しい方向に効率良く打ち込み、または引き抜くことがでできる。
The configuration of the invention according to claim 2 is an apparatus for driving and / or pulling out a connected steel pipe pile in which a plurality of steel pipes are arranged in parallel, and two adjacent steel pipes are integrally connected by an elongated steel material.
Assuming a plane perpendicular to the center line of the steel pipe, the line connecting the center points of the two steel pipes is the X axis, the center point of the two steel pipes located on the X axis is the coordinate origin O,
There is a chuck (2) below the exciter,
The chuck (2) is characterized in that the steel pipe can be gripped at a coordinate origin O or can be gripped at a symmetrical place with respect to the coordinate origin O.
Also according to the invention of claim 2 described above, the action line of the resultant force of the gravity load and the pile driving load applied to the connecting steel pipe pile via the chuck coincides with the center line of the connecting steel pipe pile.
For this reason, a uniform pile punching force is given to the connected steel pipe pile in the longitudinal direction, and the connected steel pipe pile can be efficiently driven or pulled out in the correct direction.

請求項3に係る発明の構成は、前記請求項1または請求項2の発明の構成要件に加えて、前記のチャック(2)が起振機に対し、スライド機構(9)を介して接続されており、上記スライド機構は、鋼管に直交する仮想の面に沿って相対的にスライドし、または回動し得る機能を有するものであることを特徴とする。
以上に説明した請求項3の発明によると、チャックによる連結鋼管の把持箇所が変わったり該鋼管の直径寸法が変わったりしても、チャックと連結鋼管とが均一に接触し、局部的な高圧で鋼管を傷つけたり曲げたりする虞れが無い。
According to a third aspect of the invention, in addition to the constituent features of the first or second aspect of the invention, the chuck (2) is connected to the vibrator through a slide mechanism (9). The slide mechanism has a function of sliding or rotating relatively along a virtual plane orthogonal to the steel pipe.
According to the invention of claim 3 described above, even if the gripping location of the connecting steel pipe by the chuck or the diameter dimension of the steel pipe changes, the chuck and the connecting steel pipe are in uniform contact with each other at a high local pressure. There is no risk of damaging or bending the steel pipe.

請求項4に係る発明の構成は、前記請求項1または請求項2の発明の構成要件に加えて、前記のチャックがチャッキングプレート(10A,10B,11A,11B)を備えており、
かつ、これらチャッキングプレートの複数種類が用意されていて、連結鋼管杭の形状,寸法に応じて着脱交換し得る構造であることを特徴とする。
以上に説明した請求項4の発明によっても、チャックによる連結鋼管の把持箇所が変わったり該鋼管の直径寸法が変わったりしても、チャックと連結鋼管とが均一に接触し、局部的な高圧で鋼管を傷つけたり曲げたりする虞れが無い。
In the configuration of the invention according to claim 4, in addition to the constituent features of the invention of claim 1 or claim 2, the chuck includes a chucking plate (10A, 10B, 11A, 11B),
In addition, a plurality of types of these chucking plates are prepared, and the structure is characterized in that it can be attached and detached in accordance with the shape and dimensions of the connected steel pipe pile.
According to the invention of claim 4 described above, even when the gripping position of the connecting steel pipe by the chuck or the diameter dimension of the steel pipe changes, the chuck and the connecting steel pipe are in uniform contact with each other at a high local pressure. There is no risk of damaging or bending the steel pipe.

請求項1の発明によると、チャックを介して連結鋼管杭に加えられる重力荷重および杭打荷重の合力の作用線が、該連結鋼管杭の中心線と一致する。
このため、連結鋼管杭に対して、その長手方向に、均一な杭打抜力が与えられ、該連結鋼管杭を正しい方向に効率良く打ち込み、または引き抜くことがでできる。
請求項2の発明によっても、チャックを介して連結鋼管杭に加えられる重力荷重および杭打荷重の合力の作用線が、該連結鋼管杭の中心線と一致する。
このため、連結鋼管杭に対して、その長手方向に、均一な杭打抜力が与えられ、該連結鋼管杭を正しい方向に効率良く打ち込み、または引き抜くことがでできる。
請求項3の発明によると、チャックによる連結鋼管の把持箇所が変わったり該鋼管の直径寸法が変わったりしても、チャックと連結鋼管とが均一に接触し、局部的な高圧で鋼管を傷つけたり曲げたりする虞れが無い。
請求項4の発明によっても、チャックによる連結鋼管の把持箇所が変わったり該鋼管の直径寸法が変わったりしても、チャックと連結鋼管とが均一に接触し、局部的な高圧で鋼管を傷つけたり曲げたりする虞れが無い。
According to the invention of claim 1, the action line of the resultant force of the gravity load and the pile driving load applied to the connecting steel pipe pile via the chuck coincides with the center line of the connecting steel pipe pile.
For this reason, a uniform pile punching force is given to the connected steel pipe pile in the longitudinal direction, and the connected steel pipe pile can be efficiently driven or pulled out in the correct direction.
Also according to the invention of claim 2, the action line of the resultant force of the gravity load and the pile driving load applied to the connecting steel pipe pile via the chuck coincides with the center line of the connecting steel pipe pile.
For this reason, a uniform pile punching force is given to the connected steel pipe pile in the longitudinal direction, and the connected steel pipe pile can be efficiently driven or pulled out in the correct direction.
According to the invention of claim 3, even if the gripping position of the connecting steel pipe by the chuck or the diameter dimension of the steel pipe changes, the chuck and the connecting steel pipe are in uniform contact, and the steel pipe is damaged by local high pressure. There is no fear of bending.
According to the invention of claim 4, even if the gripping location of the connecting steel pipe by the chuck or the diameter dimension of the steel pipe changes, the chuck and the connecting steel pipe are in uniform contact, and the steel pipe is damaged by a local high pressure. There is no fear of bending.

図1は本発明装置の要部を示し、(A)は模式的な底面図、(B)はその概要的なb−b断面矢視図である。
符号8を付して示したのはチャック機構のベース板であって、図外の起振機の下部に固着されている。上記ベース板8の下側(本図(A)において紙面の手前側)に、スライド機構9を介して4組のチャック2A〜2Dが配設されている。
上記スライド機構は、ベース板8とチャックとを水平面で当接させ、ボルトナットと長孔(共に図示省略)で締結したものであって、水平面内の移動と回動とを調節できるようになっている。打ち抜き作業の対象である連結鋼管の仕様(形状寸法)が一定の場合は、上記スライド機構9を省略することもできる。
前記4組のチャックは相互に等しい構成機器であるが、説明の便宜上2A〜2Dと名付けて区別する。
1A and 1B show a main part of the device of the present invention, in which FIG. 1A is a schematic bottom view and FIG. 1B is a schematic bb cross-sectional view thereof.
Reference numeral 8 denotes a base plate of the chuck mechanism, which is fixed to the lower portion of the vibration generator (not shown). Four sets of chucks 2 </ b> A to 2 </ b> D are arranged below the base plate 8 (on the front side of the paper surface in FIG. 5A) via a slide mechanism 9.
The slide mechanism is a structure in which the base plate 8 and the chuck are brought into contact with each other on a horizontal plane and fastened with a bolt nut and a long hole (both not shown), and can move and rotate in the horizontal plane. ing. When the specification (shape dimension) of the connection steel pipe which is the object of the punching operation is constant, the slide mechanism 9 can be omitted.
The four sets of chucks are the same components, but for convenience of explanation, they are named and distinguished from 2A to 2D.

説明の便宜上、2本の鋼管5aの中心点を結ぶ線をX軸とし、該2本の鋼管の中心点間の中央の点を座標原点0と名付ける。
上記4組のチャックは、平面図形において座標原点に関して対称に配置されている。
For convenience of explanation, the line connecting the center points of the two steel pipes 5a is taken as the X axis, and the central point between the center points of the two steel pipes is named the coordinate origin 0.
The four sets of chucks are arranged symmetrically with respect to the coordinate origin in the plan view.

チャック2Aとチャック2Dとは座標原点Oに関して対称に配設され、
チャック2Bとチャック2Cとも座標原点Oに関して対称に配設されている。本発明を実施する際、少なくとも2組(例えばチャック2Aと同2Dと)が対称に位置していれば足りる。
本図の例においては、2組のチャック2Aとチャック2Bとを1グループと見、2組のチャック2Cとチャック2Dとを1グループと見たとき、上記双方のグループが座標原点Oに関して対称を成している。本発明を実施する場合、なるべく本例のように対称性を高く構成することが望ましい。
さらに、チャック2A,2Cとチャック2B,2Dとは、X軸に関して対称を成している。
このように各チャックを対称に配置しておくと、これらのチャックを介して連結鋼管6に与えられる振動および打抜力の合力の作用線が中心線と一致する。
The chuck 2A and the chuck 2D are arranged symmetrically with respect to the coordinate origin O,
Both the chuck 2B and the chuck 2C are arranged symmetrically with respect to the coordinate origin O. In carrying out the present invention, it is sufficient that at least two sets (for example, chuck 2A and 2D) are positioned symmetrically.
In the example of this figure, when two sets of chucks 2A and 2B are viewed as one group and two sets of chucks 2C and 2D are viewed as one group, both groups are symmetrical with respect to the coordinate origin O. It is made. When practicing the present invention, it is desirable to make the symmetry as high as possible in this example.
Further, the chucks 2A and 2C and the chucks 2B and 2D are symmetric with respect to the X axis.
Thus, if each chuck | zipper is arrange | positioned symmetrically, the action line of the resultant force of the vibration and punching force which are given to the connection steel pipe 6 through these chucks will correspond with a centerline.

図2は、本発明に係る把持装置を各種仕様の連結鋼管に適応させる技術を説明するために示したものである。(A)図に実線で示した鋼管5aがH型鋼6bに溶接されている場合、チャック(図示省略)は矢印r,r′のごとく法線方向に該鋼管5a(実線)に挟みつけねばならないが、
鎖線で描かれているように大径の鋼管5bが溶接されている場合は、チャックによって矢印R−R′に挟みつけねばならない。
このように、鋼管の径の大小によって挟みつける方向を変えなければならないので、その方策の一つとして前掲の図1(A)に示したごとく、スライド機構9を介してチャックを設置することも推奨される。
上記のスライド機構は、例えば特開平10−147933号公報に開示された公知の機構で代替することもできる。この公知機構は、チャックを垂直軸周りに回動自在なフリー状態ならしめたり、動力で回転させたり、その回転を制動して停止させたりすることができる。
FIG. 2 shows a technique for adapting the gripping device according to the present invention to connecting steel pipes of various specifications. (A) When the steel pipe 5a shown by the solid line in the figure is welded to the H-shaped steel 6b, the chuck (not shown) must be sandwiched between the steel pipe 5a (solid line) in the normal direction as indicated by arrows r and r '. But,
When the large-diameter steel pipe 5b is welded as shown by the chain line, it must be sandwiched between the arrows RR 'by the chuck.
As described above, since the direction of clamping must be changed depending on the diameter of the steel pipe, as shown in FIG. 1 (A), a chuck may be installed via the slide mechanism 9 as one of the measures. Recommended.
The above slide mechanism can be replaced by a known mechanism disclosed in, for example, Japanese Patent Laid-Open No. 10-147933. In this known mechanism, the chuck can be brought into a free state in which the chuck can be rotated around the vertical axis, rotated by power, or stopped by braking the rotation.

図2(B1)および(B2)は、鋼管の径の大小に対してチャック2を適合させるための、前記と異なる方策の模式図である。
鋼管の内周面の半径がr1,外周面の半径がr2である場合、半径r1の凸円柱面を有するチャッキングプレート10Aと、半径r2の凹円柱面を有するチャッキングプレート10Bとをチャック2の挟みつけ部に装着する。
鋼管の径が大きくなって、内周面の半径がR1,外周面の半径がR2になると、半径R1の凸円柱面を有するチャッキングプレート11A、および半径R2の凹円柱面を有するチャッキングプレート11Bに交換して装着する。これにより
、鋼管の被把持箇所の曲率の変化、および切線方向の変化に順応することができる。
FIG. 2 (B1) and (B2) are schematic views of different measures for adapting the chuck 2 to the diameter of the steel pipe.
When the radius of the inner peripheral surface of the steel pipe is r1 and the radius of the outer peripheral surface is r2, chucking plate 10A having a convex cylindrical surface with radius r1 and chucking plate 10B having a concave cylindrical surface with radius r2 are chucked 2 Attach to the pinching part.
When the diameter of the steel pipe is increased and the radius of the inner peripheral surface is R1 and the radius of the outer peripheral surface is R2, the chucking plate 11A having a convex cylindrical surface with a radius R1 and the chucking plate having a concave cylindrical surface with a radius R2 Replace with 11B. Thereby, it can adapt to the change of the curvature of the to-be-gripped location of a steel pipe, and the change of a cut line direction.

図3は、前掲の図1と異なる実施形態を説明するための模式的な底面図である。図3(A)は、連結鋼管杭を形成している2本の鋼管5aを把持するための4組のチャック2を実線で描いてある。
この例では、H型鋼6のウェブ6bwに平行な仮想の直径D−D上にチャック2が配置されていて、それぞれのチャック2が鋼管5aを、その直径方向に挟みつけて把持できるようになっている。この実施形態は、比較的管径の小さい連結鋼管杭の把持に適している。
この図3(A)は、さらに、H型鋼6を挟みつけて把持するようにした構造のチャック15を点線で描いてある。本図3(A)に示した1組のチャック15でH型鋼6のウェヴ6bwを挟みつけると、打ち抜きに必要な把持力を得るために強い力で挟圧しても該H型鋼5が充分な剛性を示す。このような把持は、連結鋼管杭を圧入式打抜機で把持する場合に好適である。
その理由は次のとおりである。すなわち、振動式の杭打抜機は杭の上端部を把持して打抜作業を行なうことも、杭の中ほどの箇所を把持して打抜作業を行なうことも比較的容易である。しかし、圧入式の杭打抜機は通常、杭の長手方向に関して中ほどの箇所を該杭の外側から把持することが必要である。こうした観点から、チャックの1部分を連結鋼管の中へ挿入することなく、その外側から把持する構造のチャック15(点線)は圧入式の杭打抜機に好適である。
FIG. 3 is a schematic bottom view for explaining an embodiment different from FIG. 1 described above. In FIG. 3A, four sets of chucks 2 for gripping two steel pipes 5a forming a connected steel pipe pile are drawn with solid lines.
In this example, the chucks 2 are arranged on a virtual diameter DD parallel to the web 6bw of the H-shaped steel 6 so that each chuck 2 can sandwich and grip the steel pipe 5a in the diameter direction. ing. This embodiment is suitable for gripping a connected steel pipe pile having a relatively small pipe diameter.
In FIG. 3A, a chuck 15 having a structure in which the H-shaped steel 6 is sandwiched and gripped is drawn by a dotted line. When the web 6bw of the H-shaped steel 6 is sandwiched between a pair of chucks 15 shown in FIG. 3A, the H-shaped steel 5 is sufficient even if it is clamped with a strong force to obtain a gripping force necessary for punching. Indicates rigidity. Such gripping is suitable when the connected steel pipe pile is gripped by a press-fitting punching machine.
The reason is as follows. That is, it is relatively easy for the vibration-type pile punching machine to perform the punching operation by gripping the upper end portion of the pile or to perform the punching operation by gripping the middle part of the pile. However, the press-fitting pile punching machine usually needs to grip a middle portion from the outside of the pile in the longitudinal direction of the pile. From such a viewpoint, the chuck 15 (dotted line) having a structure in which a portion of the chuck is gripped from the outside without being inserted into the connecting steel pipe is suitable for a press-fitting pile punching machine.

前記のチャック15に対してHか形鋼6が大きい剛性を示したのは、ウェブ6bwが挟圧力に耐えるための補強材として作用するからである。
同様の観点から、H形鋼6のフランジ6bfの幅いっぱいに挟みつけたり、フランジ6bfの幅方向の端部(鋼管5aとの接合部)付近を挟みつけたりすることも推奨される。その理由は、フランジ6bf鋼管5a接されている箇所は、該鋼管5aによって補強された形になっているからである。
図3(B)に実線で示した2組のチャック2は、H形鋼6bのフランジ6bfの幅方向の端部を把持できるように、中心線(点)Oに関して対称に配設されている。
また、図3(B)に点線で示したチャック2′は、H形鋼6bのウェブ6bwの中央部を把持できるように、中心線(点)Oに関して対称に配設されている。
前記図3(B)のチャック2のように配設し、またはチャック2′のように配設すると、連結鋼管杭に対して偏ることなく振動および/または打抜方向の力を与えることができる。
The reason why the H-shaped steel 6 shows a large rigidity with respect to the chuck 15 is that the web 6bw acts as a reinforcing material for withstanding the clamping pressure.
From the same point of view, it is also recommended to sandwich the flange 6bf of the H-shaped steel 6 to the full width, or to sandwich the vicinity of the end of the flange 6bf in the width direction (joint portion with the steel pipe 5a). The reason is that the portion in contact with the flange 6bf steel pipe 5a is reinforced by the steel pipe 5a.
The two sets of chucks 2 indicated by solid lines in FIG. 3B are arranged symmetrically with respect to the center line (point) O so that the end of the flange 6bf of the H-shaped steel 6b can be gripped. .
Further, the chuck 2 'shown by a dotted line in FIG. 3B is disposed symmetrically with respect to the center line (point) O so that the center portion of the web 6bw of the H-section steel 6b can be gripped.
When arranged like the chuck 2 of FIG. 3 (B) or like the chuck 2 ', vibration and / or punching direction force can be applied to the connecting steel pipe pile without bias. .

(図3(A)参照)前記4組のチャック2は、それぞれ「連結鋼管杭全体の中心点Oを通る対称線X−Xに直交する仮想の直径D−Dの両端部」に設けられているが、
鋼管5aの肉厚寸法誤差や直径寸法の変化に対応できるように、直径D−D方向にスライドし得るスライド機構12が設けられている。
上記スライド機構12を設けておくと、前記のチャック2で鋼管5aを把持したとき、該鋼管を直径方向に押圧したり、直径方向に引っ張ったりすることなく正確かつ安定に把持することができる。
(See FIG. 3 (A)) Each of the four sets of chucks 2 is provided at “both ends of a virtual diameter DD orthogonal to a symmetric line XX passing through the center point O of the entire connecting steel pipe pile”. But
A slide mechanism 12 that can slide in the direction of the diameter DD is provided so as to cope with a thickness dimension error of the steel pipe 5a and a change in the diameter dimension.
If the slide mechanism 12 is provided, when the steel pipe 5a is gripped by the chuck 2, the steel pipe can be gripped accurately and stably without being pressed in the diametrical direction or pulled in the diametrical direction.

図4(A)は、前記と異なる実施形態を示す模式的な平面図である。「鋼管5aが細長い鋼材またはH形鋼に接続(溶接)されている箇所」の直近の部分をチャック2で把持する。
この図4(A)の実施形態においては、比較的細長い形状のベース板8の両端付近に2個のチャック2が設置されている。これだけでは本発明の特徴を掴みにくいが、ベース板8に対し、スライド機構9を介してチャック2を装着することによって、座標原点Oに関して点対称の2箇所を把持できるようになる。
この図4(A)の応用例として、図4(B)のように追加のベース板8´を設けて2組のチャック2を加えると、連結鋼管の4箇所を対称に把持するので、強い打ち抜き力を均等に与えることができる。
FIG. 4A is a schematic plan view showing an embodiment different from the above. The chuck 2 grips the portion immediately adjacent to “the place where the steel pipe 5 a is connected (welded) to an elongated steel material or H-shaped steel”.
In the embodiment of FIG. 4A, two chucks 2 are installed near both ends of a base plate 8 having a relatively long and narrow shape. Although it is difficult to grasp the features of the present invention by this alone, two points symmetrical with respect to the coordinate origin O can be grasped by attaching the chuck 2 to the base plate 8 via the slide mechanism 9.
As an application example of FIG. 4 (A), when an additional base plate 8 'is provided and two sets of chucks 2 are added as shown in FIG. The punching force can be given evenly.

図4(C)および図4(D)は、連結鋼管の中心に関して対称に把持するという本発明の基本的構成の応用例である。
図4(C)に実線で描いたように、2個のチャック2で、2本の鋼管5の「互いに最も近い箇所(X軸上に位置している)」を把持してもよく、また、仮想線で描いたように2本の鋼管5の[互いに最も遠い箇所(X軸上に位置している)]を把持してもよい。いずれにしても、連結鋼管杭に均等な打ち抜き力を与えることができる。
図4(D)に示したように、「1個の固定爪と2個の可動爪とから成るW形のチャック2W」で連結鋼管杭の対称中心を把持しても同様に、連結鋼管杭に均等な打ち抜き力を与えることができる。
4 (C) and 4 (D) are application examples of the basic configuration of the present invention in which gripping is performed symmetrically with respect to the center of the connecting steel pipe.
As illustrated by a solid line in FIG. 4C, the two chucks 2 may be used to grip the “closest points (positioned on the X axis)” of the two steel pipes 5; The two steel pipes 5 [locations farthest from each other (located on the X-axis)] may be gripped as depicted by virtual lines. In any case, a uniform punching force can be applied to the connected steel pipe piles.
As shown in FIG. 4D, even if the symmetrical center of the connected steel pipe pile is gripped by the “W-shaped chuck 2W composed of one fixed claw and two movable claws”, the connected steel pipe pile is similarly used. Can be given a uniform punching force.

本発明の1実施形態を示し、(A)は模式的な底面図、(B)はそのb−b断面矢視図。1 shows one embodiment of the present invention, (A) is a schematic bottom view, (B) is a bb cross-sectional arrow view. 前掲の図1の実施形態における詳細を説明するために示したもので、(A)は鋼管の径と挟みつけ方法との関係を描いた模式図、(B1)および(B2)は鋼管の径に適合するチャッキングプレートの模式的な水平断面図。1A and 1B are shown for explaining the details of the embodiment of FIG. 1, in which FIG. 1A is a schematic diagram illustrating a relationship between a diameter of a steel pipe and a sandwiching method, and FIG. 1B and FIG. 2B are diameters of the steel pipe. Schematic horizontal sectional view of a chucking plate that conforms to FIG. 前掲の図1と異なる実施形態の4例を描いた模式的な平面図である。FIG. 3 is a schematic plan view illustrating four examples of the embodiment different from FIG. 1 described above. 前掲の図1ないし図3床と異なる実施形態を説明するために示した模式的な平面図。The typical top view shown in order to demonstrate embodiment different from the above-mentioned FIG. 1 thru | or FIG. 3 floor. 公知の杭チャックを説明するために示したものであって、(A)は鋼矢板を把持した状態の模式的な斜視図、(B)はその水平断面図、(C)チャックの1例の断面図、(D)はこれと異なるチャックの外観図。It is shown in order to demonstrate a well-known pile chuck | zipper, Comprising: (A) is a typical perspective view of the state which hold | gripped the steel sheet pile, (B) is the horizontal sectional view, (C) One example of a chuck | zipper Sectional drawing, (D) is an external view of a different chuck. 公知のチャックによって鋼管杭を把持した状態を示し、(A)は模式的な斜視図、(B)は模式的な断面図。The state which hold | gripped the steel pipe pile with the well-known chuck | zipper is shown, (A) is a typical perspective view, (B) is typical sectional drawing. 連結鋼管杭を説明するために示したもので、(A)および(B)は公知例の平面図、(C)は試案の連結鋼管杭の模式的な平面図。It was shown in order to demonstrate a connection steel pipe pile, (A) and (B) are top views of a well-known example, (C) is a schematic top view of the connection steel pipe pile of a proposal.

符号の説明Explanation of symbols

1s…鋼矢板、1p…鋼管杭、2,2′…チャック、3…チャック、3a…二又状本体、3b…油圧シリンダ、3c…チャッキングプレート、4…チャック、4a…固定アーム、4b…可動アーム、4c…軸、4d…油圧シリンダ、4e…チャッキングプレート、
5…連結鋼管、5a…鋼管、5b…つなぎ板、6…連結鋼管、6a…鋼管、6b…H型鋼、6bf…フランジ、6bw…ウェブ、6c,6d,6e…杭継手、7…試案の連結鋼管、7a…つかみ板、8…チャックのベース板、9…スライド機構、10A,10B,11A,11B…チャッキングプレート、12…スライド、13…チャック、14…調節可能なチャック、15…チャック、16…作業対象杭。
1s ... steel sheet pile, 1p ... steel pipe pile, 2, 2 '... chuck, 3 ... chuck, 3a ... bifurcated body, 3b ... hydraulic cylinder, 3c ... chucking plate, 4 ... chuck, 4a ... fixed arm, 4b ... Movable arm, 4c ... shaft, 4d ... hydraulic cylinder, 4e ... chucking plate,
5 ... Connection steel pipe, 5a ... Steel pipe, 5b ... Connecting plate, 6 ... Connection steel pipe, 6a ... Steel pipe, 6b ... H-shaped steel, 6bf ... Flange, 6bw ... Web, 6c, 6d, 6e ... Pile joint, 7 ... Connection of the tentative plan Steel pipe, 7a ... grip plate, 8 ... base plate of chuck, 9 ... slide mechanism, 10A, 10B, 11A, 11B ... chucking plate, 12 ... slide, 13 ... chuck, 14 ... adjustable chuck, 15 ... chuck, 16 ... Work target pile.

Claims (4)

複数本の鋼管を平行に並べるとともに、隣接する2本の鋼管を細長い鋼材によって一体的に連結してなる連結鋼管杭を打ち込み、および/または引き抜く装置において、
鋼管の中心線に垂直な面を想定して、2本の鋼管の中心点を結ぶ線をX軸とし、
起振機の下方に複数個のチャック(2)が設けられていて、
該チャック(2)が前記2本の鋼管を、X軸に関して対称な箇所で把持し得るようになっていることを特徴とする連結鋼管杭及び連結鋼管矢板の打抜装置。
In an apparatus for driving and / or pulling out a connected steel pipe pile in which a plurality of steel pipes are arranged in parallel, and two adjacent steel pipes are integrally connected by an elongated steel material,
Assuming a plane perpendicular to the center line of the steel pipe, the line connecting the center points of the two steel pipes is the X axis,
A plurality of chucks (2) are provided below the exciter,
A punching device for a connected steel pipe pile and a connected steel pipe sheet pile, wherein the chuck (2) is capable of gripping the two steel pipes at a symmetrical place with respect to the X axis.
複数本の鋼管を平行に並べるとともに、隣接する2本の鋼管を細長い鋼材によって一体的に連結してなる連結鋼管杭を打ち込み、および/または引き抜く装置において、
鋼管の中心線に垂直な面を想定して、2本の鋼管の中心点を結ぶ線をX軸とし、X軸上に位置して2本の鋼管の中央の点を座標原点Oとし、
起振機の下方にのチャック(2)が設けられていて、
該チャック(2)が前記の鋼管を、座標原点Oで把持し、もしくは座標原点Oに関して対称な箇所で把持し得るようになっていることを特徴とする連結鋼管杭及び連結鋼管矢板の打抜装置。
In an apparatus for driving and / or pulling out a connected steel pipe pile in which a plurality of steel pipes are arranged in parallel, and two adjacent steel pipes are integrally connected by an elongated steel material,
Assuming a plane perpendicular to the center line of the steel pipe, the line connecting the center points of the two steel pipes is the X axis, the center point of the two steel pipes located on the X axis is the coordinate origin O,
There is a chuck (2) below the exciter,
Punching of a connected steel pipe pile and a connected steel pipe sheet pile characterized in that the chuck (2) can hold the steel pipe at a coordinate origin O or at a symmetrical place with respect to the coordinate origin O. apparatus.
前記のチャック(2)は起振機に対し、スライド機構(9)を介して接続されており、上記スライド機構は、鋼管に直交する仮想の面に沿って相対的にスライドし、または回動し得る機能を有するものであることを特徴とする、請求項1または請求項2に記載した連結鋼管杭及び連結鋼管矢板の打抜装置。   The chuck (2) is connected to the vibrator through a slide mechanism (9), and the slide mechanism slides or rotates relatively along a virtual plane orthogonal to the steel pipe. It has the function which can do, The punching apparatus of the connection steel pipe pile and connection steel pipe sheet pile of Claim 1 or Claim 2 characterized by the above-mentioned. 前記のチャックがチャッキングプレート(10A,10B,11A,11B)を備えており、
かつ、これらチャッキングプレートの複数種類が用意されていて、連結鋼管杭の形状,寸法に応じて着脱交換し得る構造であることを特徴とする、請求項1または請求項2に記載した連結鋼管杭及び連結鋼管矢板の打抜装置。
The chuck includes a chucking plate (10A, 10B, 11A, 11B),
And the multiple types of these chucking plates are prepared, It is the structure which can be attached or detached and exchanged according to the shape and dimension of a connection steel pipe pile, The connection steel pipe of Claim 1 or Claim 2 characterized by the above-mentioned. Punching device for piles and connected steel pipe sheet piles.
JP2005119875A 2005-04-18 2005-04-18 Punching device for connected steel pipe pile and connected steel pipe sheet pile Active JP4435016B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005119875A JP4435016B2 (en) 2005-04-18 2005-04-18 Punching device for connected steel pipe pile and connected steel pipe sheet pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005119875A JP4435016B2 (en) 2005-04-18 2005-04-18 Punching device for connected steel pipe pile and connected steel pipe sheet pile

Publications (2)

Publication Number Publication Date
JP2006299562A true JP2006299562A (en) 2006-11-02
JP4435016B2 JP4435016B2 (en) 2010-03-17

Family

ID=37468186

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005119875A Active JP4435016B2 (en) 2005-04-18 2005-04-18 Punching device for connected steel pipe pile and connected steel pipe sheet pile

Country Status (1)

Country Link
JP (1) JP4435016B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010209530A (en) * 2009-03-06 2010-09-24 Daiichi Kiso Co Ltd Holding device for ground penetration member, method for constructing ground penetration member by using the same, and foundation structure
CN113953585A (en) * 2021-11-02 2022-01-21 漳州舒展家具有限公司 Steel tube furniture blanking and corner cutting integrated die and production process thereof
JP7473425B2 (en) 2020-09-01 2024-04-23 鹿島建設株式会社 Concrete casting machine

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010209530A (en) * 2009-03-06 2010-09-24 Daiichi Kiso Co Ltd Holding device for ground penetration member, method for constructing ground penetration member by using the same, and foundation structure
JP7473425B2 (en) 2020-09-01 2024-04-23 鹿島建設株式会社 Concrete casting machine
CN113953585A (en) * 2021-11-02 2022-01-21 漳州舒展家具有限公司 Steel tube furniture blanking and corner cutting integrated die and production process thereof

Also Published As

Publication number Publication date
JP4435016B2 (en) 2010-03-17

Similar Documents

Publication Publication Date Title
JP2014080998A (en) Pipe fixing device
JP2006299562A (en) Punching device for connected steel pipe pile and connected steel pipe sheet pile
US20180087232A1 (en) Method and Apparatus for Improved Installation of Caissons
KR102259106B1 (en) Side gripper and link member included therein
JP5491559B2 (en) Piping fixtures and how to use them
JP7062575B2 (en) Jig for drilling holes in steel pipes and drilling methods
EP3926098A1 (en) Pile joint, pile link structure, and pile link method
JP4997507B2 (en) Attachment of chuck for pile punching machine
JP7191657B2 (en) Clamping method and clamping device
JP3706629B1 (en) Welding apparatus and welding jig for steel column joint core
JP3916621B2 (en) Method and apparatus for chucking wide steel sheet pile
JP2006194006A (en) Chuck device
JP5625015B2 (en) Steel pipe sheet pile punching method
JP4558699B2 (en) Method and gripping jig for deformed steel sheet pile or steel driving member
JP4656587B2 (en) Apparatus for clamping piles and method for clamping piles
JP6669309B2 (en) Design method of hat-shaped steel sheet pile and method of manufacturing hat-shaped steel sheet pile
JPH081381A (en) Matching device for pipe
JP3746508B1 (en) Steel sheet pile press-fitting machine
CN106513477A (en) T-shaped steel bending tool
JP6997940B2 (en) Jig for rotating the structure Shinbashira
JP6478825B2 (en) Slab anchor bending machine and slab anchor bending method
JP6560961B2 (en) Pile press machine with auger
KR100923545B1 (en) Insert type Connector of pipe
JP6509003B2 (en) Method of welding panel members
JP6502736B2 (en) Pile press-in method and pile press-in device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070824

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090501

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090616

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090715

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090901

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20091002

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20091124

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20091222

R150 Certificate of patent or registration of utility model

Ref document number: 4435016

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130108

Year of fee payment: 3

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130108

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130108

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140108

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250