JPS6363819A - Penetrator for shape steel by biaxial auger - Google Patents

Penetrator for shape steel by biaxial auger

Info

Publication number
JPS6363819A
JPS6363819A JP20778186A JP20778186A JPS6363819A JP S6363819 A JPS6363819 A JP S6363819A JP 20778186 A JP20778186 A JP 20778186A JP 20778186 A JP20778186 A JP 20778186A JP S6363819 A JPS6363819 A JP S6363819A
Authority
JP
Japan
Prior art keywords
auger
frame
steel
shaped steel
attached
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
JP20778186A
Other languages
Japanese (ja)
Inventor
Yasuhiro Nakamura
安宏 中村
Giichi Hamazaki
浜崎 義一
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.)
NAKAMURA KOGYO KK
Hitachi Construction Machinery Co Ltd
Original Assignee
NAKAMURA KOGYO KK
Hitachi Construction Machinery 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 NAKAMURA KOGYO KK, Hitachi Construction Machinery Co Ltd filed Critical NAKAMURA KOGYO KK
Priority to JP20778186A priority Critical patent/JPS6363819A/en
Publication of JPS6363819A publication Critical patent/JPS6363819A/en
Pending legal-status Critical Current

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Landscapes

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

Abstract

PURPOSE:To bury a shape steel at the same time as excavation is made by a biaxial auger by a method in which a shape steel is interposed between two augers and excavation is made by an expanded blade on the lower end of the augers. CONSTITUTION:A frame 5 is attached in a vertically movable manner along a guider provided to the leader of a pile driver 1 provided with a winch to vertically move the frame 5 through a rope and a winch to hang down a shape steel 33 through a rope. Two auger drivers 6 and 7 are set on the frame 5 in a mutually approaching or separating manner by a closing gear, each of which is attached with augers 24 and 25 whose lower ends are provided with expanded blades 46 and 47 of different heights. A chuck 27 to hold the steel 33 is also provided for the lower part of the frame 5. The shape steel can thus be buried at the same time as excavation is made by the augers 24 and 25.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、2軸オーガによりH型鋼等の型鋼を地中に埋
設する装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an apparatus for burying shaped steel such as H-shaped steel underground using a two-shaft auger.

(従来の技術) 杭打機によりU字形矢板を地中に埋設する場合には、例
えば特公昭54−3522号公報にも示されているよう
に、l軸のスクリューオーガ(以下オーガと称す)によ
り縦穴を掘削し、オーガに外嵌されたケーシングに設け
た係止爪を矢板の内面に設けた爪受に掛けることにより
、オーガによる掘削と同時に矢板の埋設を行なっている
。この工法は、無騒音、無振動の面で賞月されているが
、この工法をH5鋼の埋設に適用しようとすれば、埋設
抵抗が多きすぎるため、H型鋼を埋設する場合には、例
えば特公昭53−35163号公報にも示されているよ
うに、オーガにより縦穴を掘削した後、その縦穴にH型
鋼を建込んでいるのが一般的である。しかしこの工法に
よると、型鋼の埋設に時間がかかるという問題点がある
。そこでH型鋼の矢板と同様にオーガによる掘削と同時
にH型鋼の埋設ができれば作業俺率上好ましい訳である
(Prior art) When burying a U-shaped sheet pile underground using a pile driver, an l-axis screw auger (hereinafter referred to as an auger) is used, for example, as shown in Japanese Patent Publication No. 54-3522. By excavating a vertical hole and hooking a locking pawl provided on a casing fitted onto the auger onto a pawl receiver provided on the inner surface of the sheet pile, the sheet pile is buried simultaneously with excavation by the auger. This construction method has been praised for its noise-free and vibration-free construction, but if you try to apply this method to burying H5 steel, there will be too much burying resistance, so when burying H-type steel, for example, As shown in Japanese Patent Publication No. 53-35163, after a vertical hole is excavated with an auger, an H-shaped steel is generally installed in the vertical hole. However, this method has the problem that it takes time to bury the shaped steel. Therefore, it would be preferable in terms of work efficiency if the H-shaped steel could be buried at the same time as the excavation with an auger, similar to the case with the H-shaped steel sheet piles.

H5mをオーガに追従させて埋設する公知の工法として
、特公昭53−25162号公報に示されいる工法があ
り、この工法は、リーグの前部に円形支持枠を油圧シリ
ンダにより昇降可能に取付け、オーガを引上げておき、
オーガの下方に位こするようにH型鋼を円形支持枠内に
シリンダ等により把持して縦にセットしておき、リーダ
に沿ってオーガ駆動装置をオーガと共に降下させること
により、前記支持枠内にH型鋼を挟むように設けた案内
筒内にオーガを挿入し、オーガにより先行掘削を行ない
、H型鋼はこれに追従して押し込む(すなわち前記支持
枠を油圧シリンダ等によってH型鋼と共に下降させる)
ことにより、埋設する工法である。
As a known construction method for burying H5m by following an auger, there is a construction method shown in Japanese Patent Publication No. 53-25162. This construction method involves attaching a circular support frame to the front of the league so that it can be raised and lowered by a hydraulic cylinder. Raise the auger and
An H-shaped steel is gripped by a cylinder or the like and set vertically in a circular support frame so as to be placed below the auger, and by lowering the auger drive device along with the auger along the leader, it is placed inside the support frame. An auger is inserted into the guide tube provided to sandwich the H-shaped steel, the auger performs preliminary excavation, and the H-shaped steel follows this and is pushed in (that is, the support frame is lowered together with the H-shaped steel by a hydraulic cylinder, etc.)
This is a method of burying it.

しかし、この公知の工法によると、オーガを引上げてお
いてH型鋼をその下の支持枠にモー2トし、その後オー
ガを下降させて支持枠内の案内筒に挿入して作業を行な
わなければならないので、オーガの約2倍以上のリーグ
を備えなければ作業を行なえず、短いH型鋼しか埋設で
きないという問題点がある。また、埋設抵抗が大きいた
め、前記した油圧シリンダ等の型鋼押込み装置を用いな
ければ、苧泪の埋設ができないという問題点がある。
However, according to this known construction method, the auger must be pulled up, the H-shaped steel is mowed into the support frame below it, and then the auger must be lowered and inserted into the guide tube inside the support frame to perform the work. Therefore, there is a problem that the work cannot be carried out unless a league of approximately twice the size of the auger is provided, and only short H-shaped steel can be buried. Further, since the embedding resistance is large, there is a problem that the ramie cannot be buried without using a shape steel pushing device such as the hydraulic cylinder described above.

(発四が解決しようとする間通点) 本発明は、上記の点に鑑み、オーガによる掘削と同特に
H型鋼等の埋設が行なえ、しかも小型の杭打機によって
長いH型鋼等の型鋼の埋設が可能となり、さらに押込み
装置を必ずしも備えなくともH型鋼の埋設が可能となる
型鋼の圧入装置を提供することを目的とする。
(Intermediate point that Hatsushi is trying to solve) In view of the above points, the present invention is capable of excavating with an auger and burying H-shaped steel, etc., and in addition, it is possible to bury long H-shaped steel and other shaped steel with a small pile driver. It is an object of the present invention to provide a press-in device for H-shaped steel that enables embedding, and also enables embedding of H-shaped steel without necessarily having a pushing device.

(問題点を解決するための手段) この目的を達成するため、本発明においては、杭打機の
リーグに設けたガイド部材に沿って昇降自在にフレーム
を取付け、杭打機には、前記フレームをローブを介して
昇降させるウィンチと、型鋼をローブを介して吊るウィ
ンチを備え、前記フレームに開閉装置により相互に近接
、離反されるように2台のオーガ駆動装置を設置し、各
駆動装置にそれぞれオーガを取付け、各オーガの下端に
高さを違えて拡大翼を取付け、前記フレームの下側に型
鋼を把持するチャック装置を設けたことを特徴とするも
のであり、2木のオーガ間を開くことにより、オーが間
にIC!!m等を吊り上げて介在させ、オーガ間を近接
させた状態です−ガと共にH型鋼等を押込むことができ
るので、はぼり一ダ長に相当する長いH型鋼等の埋設が
可能となり、また、拡大大によってオーガよりも広い面
積の掘削が可能であるため、押込み装置を必ずしも備え
ない場合でもH型鋼の埋設が可姿となるのである。
(Means for Solving the Problem) In order to achieve this object, in the present invention, a frame is attached to the pile driver so as to be movable up and down along a guide member provided in the league of the pile driver, and the frame is attached to the pile driver. A winch for raising and lowering the molded steel through the lobes, and a winch for suspending the shaped steel through the lobes, two auger drive devices are installed on the frame so that they are brought close to and separated from each other by an opening/closing device, and each drive device The system is characterized in that an auger is attached to each auger, expansion wings are attached at different heights to the lower end of each auger, and a chuck device for gripping the shaped steel is provided on the lower side of the frame. By opening, O is in between IC! ! This is a state in which the augers are placed close to each other by lifting the augers, etc. - Since the augers can be pushed in together with the augers, it is possible to bury long H-beams, etc., which are equivalent to the length of one auger. Due to its large magnification, it is possible to excavate a wider area than an auger, so it is possible to bury H-shaped steel even if a pushing device is not necessarily provided.

(実施例) 以下本発明の一実施例を図面により説明する。(Example) An embodiment of the present invention will be described below with reference to the drawings.

第1図および第2図は本発明の一実施例の全体図であり
、杭打機lの本体2の前部に立設されたリーダ3には、
パイプ等のガイド部材4が設けられる。5は2台のオー
ガ駆動装置6,7を設置したフレームであり、該フレー
ム5の背面の上下に取付けた左右の摺動部材8を前記ガ
・イド部材4を抱持するように係合させることにより、
該フレーム5はガイド部材4に沿って昇降自在に装置さ
れウィンチ12が設置され、該ウィンチ12のドラムに
巻かれたローブ13は、リーダ3のシーブ14に掛けら
れ、かつシーブブロー2り15とフレーム5の上部に取
付けられたシーブブロック16との間で掛は回され、ウ
ィンチ12の作動によってフレーム5が昇降するように
なっている。
FIGS. 1 and 2 are general views of an embodiment of the present invention, and a leader 3 installed upright at the front of the main body 2 of the pile driver 1 includes:
A guide member 4 such as a pipe is provided. Reference numeral 5 designates a frame on which two auger drive devices 6 and 7 are installed, and left and right sliding members 8 attached to the top and bottom of the back surface of the frame 5 are engaged so as to hold the guide/guide member 4. By this,
The frame 5 is movable up and down along the guide member 4, and a winch 12 is installed thereon. The lobes 13 wound around the drum of the winch 12 are hung on the sheave 14 of the leader 3, and are connected to the sheave blow 2 girder 15 and the frame. The hook is rotated between the sheave block 16 attached to the upper part of the frame 5, and the frame 5 is raised and lowered by the operation of the winch 12.

第3図に示すように、該フレーム5に設置されるオーガ
駆動装置6,7はそれぞれ油圧モータと減速機からなる
もので、両駆動装置6,7のうち、一方の駆動装置6は
フレーム5に固定され、他方の駆動装!17は、フレー
ム5にビン9を中心として回動自在に取付けられた可動
フレーム10に取付けられ、可動フレーム10の一部と
前記フレーム5との間に取付けられた油圧シリンダ11
等の開閉装置により、駆動装置7はピン9を中心として
回動され、これにより、wA勤装置7は固定の駆動装置
6に対して近接、離反されるように構成されている。第
4図に示すように、駆動装置6.7間を近接、離反させ
る機構としては、一方の駆動襞賢7を油圧シリンダ17
.18〜にょうて直線的に動かすようにしてもよい、ま
た、一方の駆動装置7のみではなく、双方の駆動装置6
゜7を共に動かすことによって、両者間を近接、離反さ
せることもできる。
As shown in FIG. 3, the auger drive devices 6 and 7 installed on the frame 5 each consist of a hydraulic motor and a speed reducer. Fixed to the other drive unit! A hydraulic cylinder 11 17 is attached to a movable frame 10 that is rotatably attached to the frame 5 around the bin 9, and is attached between a part of the movable frame 10 and the frame 5.
The drive device 7 is rotated about the pin 9 by an opening/closing device such as the above, and thereby the wA shift device 7 is moved toward or away from the fixed drive device 6. As shown in FIG. 4, as a mechanism for bringing the drive devices 6 and 7 closer to each other and moving them apart, one of the drive folds 7 is connected to a hydraulic cylinder 17.
.. 18~ may be moved linearly, and not only one drive device 7 but both drive devices 6
By moving both the angles 7 and 7, it is possible to move the two closer together or move them further apart.

第5図および第6図に示すように、各駆動装置6.7の
出力軸20.21には、例えばフランジ結合22.23
によりそれぞれオーガ24.25が取付けられる。また
、前記フレーム5の下面にはチャック装置取付はフレー
ム26が設けてあり、該フレーム26には、上下位N調
節可能にチャック装置27が取付けである。すなわち、
チャー2り装置27は、下面開口の箱型フレーム28内
に、軸29を中心として油圧シリンダ32により開閉さ
れるように1対の把持具30,31を取付け、該把持具
の下側の型鋼(図示例はH型鋼)33の把持部34.3
5を箱型フレーム28から下方へ突出させてなり、箱型
フレーム28に形成した取付は縁36を、前記フレーム
26に縦に等間隔を有して配設した多数個の取付は穴3
7のうちの任意のものを利用してボルト38およびナツ
ト39により固定することにより、チャック装Zt 2
7の高さが調節できるように構成され、これにより、あ
る長さのオーガ24,25を使用した場合に、型鋼33
の長さに合わせてチャック装置27の高さが選択できる
ようになっている。
As shown in FIGS. 5 and 6, the output shaft 20.21 of each drive 6.7 has, for example, a flange connection 22.23.
The augers 24 and 25 are attached to each of them. Further, a frame 26 is provided on the lower surface of the frame 5 for attaching a chuck device, and a chuck device 27 is attached to the frame 26 so as to be adjustable vertically and downwardly. That is,
The char 2 removal device 27 has a pair of gripping tools 30 and 31 mounted in a box-shaped frame 28 with an opening on the bottom so as to be opened and closed by a hydraulic cylinder 32 around a shaft 29, and a molded steel on the lower side of the gripping tool. (The illustrated example is H-shaped steel) 33 gripping part 34.3
5 protrudes downward from the box-shaped frame 28, and the mountings formed on the box-shaped frame 28 have edges 36, and the numerous mountings arranged vertically at equal intervals on the frame 26 have holes 3.
By fixing with bolts 38 and nuts 39 using any one of Zt.
7 is configured to be adjustable in height, so that when using augers 24 and 25 of a certain length, the shape steel 33
The height of the chuck device 27 can be selected according to the length of the chuck device 27.

40は型鋼33を吊り上げるロープであり、該ロープ4
0は、第2図に示す本体2上のウィンチ43に巻かれ、
リーダ3の頂部のシーブ44から垂下され、フレーム5
の開口部45を通過させて型鋼33に2ツク42および
吊り輪41を介して接続される。
40 is a rope for hoisting the shaped steel 33;
0 is wound around the winch 43 on the main body 2 shown in FIG.
The frame 5 is suspended from the sheave 44 at the top of the leader 3.
It passes through the opening 45 and is connected to the shaped steel 33 via two hooks 42 and a hanging ring 41.

第1図に示すように、各オーガ24,25の下端には、
拡大:a46,47が、相互に干渉しないように、高さ
を異ならせて取付けである。これらの拡大i46.47
は、第7図に示すように、2枚の翼4Bをビン49によ
り開閉自在に取付けてなり、EH11の下端が掘削地面
に接すると、aに示すように開いて広い面積を掘削でき
、地面に接しない状態においては、翼48は自重により
実線に示すように閉じた状態となるものである。
As shown in FIG. 1, at the lower end of each auger 24, 25,
Enlargement: A46 and 47 are installed at different heights so that they do not interfere with each other. These expansions i46.47
As shown in Fig. 7, the EH 11 has two wings 4B attached to it so that they can be opened and closed using a bin 49. When the lower end of the EH 11 comes into contact with the excavated ground, it opens as shown in Fig. 7a, allowing excavation of a wide area. When the blades 48 are not in contact with each other, the blades 48 are in a closed state due to their own weight as shown by the solid line.

第7図に示すように、オーガ24.25の拡大H46,
47を取付けた部分の上部には、下記のオーガ振れ止め
機構が設けられる。すなわち、軸50の周囲に上下に間
隔をおいてフランジ53゜54を設け、該フランジ53
.54間にはスクリュー羽根51を設けないことにより
、引掛は爪取付は部52を形成し、該引掛は爪取付は部
52に、半割り型の筒体55.56を合わせてポルト5
7およびナー、ト58により一体化される筒体を回動自
在に嵌合し、一方の半割り型筒体56に、型鋼33のウ
ェブ60と7ランジ61との間のコーナ一部に設けた爪
受62.63のいずれかに掛ける引掛は爪641固着し
ている。筒体55゜56と引掛は爪取付は部52との間
に耐摩耗材を介在させる場合もある。
As shown in FIG. 7, enlargement H46 of auger 24.25,
The following auger steadying mechanism is provided above the part where 47 is attached. That is, flanges 53 and 54 are provided at intervals vertically around the shaft 50, and the flanges 53 and 54 are
.. By not providing the screw blade 51 between the hooks 54, the hook forms a hook attachment portion 52, and the hook attaches the hook attachment portion 52 and the half-split cylinder bodies 55 and 56 to form the port 5.
7 and a cylindrical body integrated by the flange 58 are rotatably fitted, and one half-split cylinder 56 is provided at a part of the corner between the web 60 of the shaped steel 33 and the flange 61. The hook that is hung on either of the claw receivers 62 and 63 is fixed to the claw 641. A wear-resistant material may be interposed between the cylindrical body 55, 56 and the hook attachment portion 52.

なお、第1図において、65は必要に応じて設けられる
油圧ハンマであり、リーダ3に設けたガイド部材66に
沿ってウィンチ(図示せず)により昇降させるものであ
る。
In FIG. 1, reference numeral 65 is a hydraulic hammer provided as necessary, and is raised and lowered by a winch (not shown) along a guide member 66 provided on the leader 3.

合は、まず第8図(A)に示すように、i3図に示した
油圧シリンダ11を収縮させることにより、駆動装置7
およびその出力軸21とこれに取付けたオーガ25とを
、矢印eに示すようにオーガ24等から離反させ、次に
地上に置いである型鋼33に取付けである吊り輪41に
ロープ4oのフック42を掛け、ウィンチ43を作動さ
せて型鋼33を引上げ、型鋼33を第8図(B)の2点
鎖線に示すやや斜めにした姿勢から実線に示すようにウ
ェブ60が前後方向に向く姿勢にし、開放状態としてい
るチャック装置27にウェブ60を嵌め、チャック装置
27の油圧シリンダ32を伸長させて型鋼33をチャッ
クし、次に第8図(C)の矢印fに示すように、前記油
圧シリンダ11を伸長させることにより、型鋼33のウ
ェブ60とフランジ61との間にオーガ25を位置させ
、続いてウィンチ12を作動させてフレーム5すなわち
オーガ24.25を若干降下させることにより、第8図
(D)に示すように、各オーガ2A    9 q 畠
コζ 凶Iヂ リb美 瞥 4 浩↑ココロtl+小 
げ C4す−−れぞれ爪受62,63に掛け、続いてロ
ープ40を巻いたウィンチ43を自由回転可能とし、ウ
ィンチ12をフレーム5の降下方向に作動させ、地上に
拡大式46が着地し拡翼した後にロープ13を巻いたウ
ィンチ12を自由回転可能とし、拡大式46.47によ
り掘削し、かつ掘削土砂を羽根51によって地上に押し
出しながら、チャック装2227により型鋼33を把持
した状態で、掘削と同時に型鋼33の埋設を行なう、こ
の場合、型鋼爪受62,63に引掛は爪64が係止され
ているので、型vA33の長さが長い場合もオーガ24
゜25の振れが防止される。
In this case, first, as shown in FIG. 8(A), by contracting the hydraulic cylinder 11 shown in FIG.
Then, the output shaft 21 and the auger 25 attached thereto are separated from the auger 24 etc. as shown by the arrow e, and then the hook 42 of the rope 4o is attached to the hanging ring 41 attached to the shaped steel 33 placed on the ground. is applied, the winch 43 is operated to pull up the steel mold 33, and the steel mold 33 is changed from the slightly slanted position shown by the two-dot chain line in FIG. The web 60 is fitted into the chuck device 27 which is in the open state, the hydraulic cylinder 32 of the chuck device 27 is extended to chuck the shaped steel 33, and then the hydraulic cylinder 11 is moved as shown by the arrow f in FIG. 8(C). By extending the auger 25, the auger 25 is positioned between the web 60 of the type steel 33 and the flange 61, and then the winch 12 is operated to slightly lower the frame 5, that is, the auger 24.25, as shown in FIG. As shown in D), each auger 2A 9 q Hatakeko ζ Kyou Ijiri b Bibetsu 4 Hiroshi ↑ Kokoro tl + Small
C4--The winch 43, which is hung on the claw receivers 62 and 63 respectively, and then the rope 40 is wound around it, is made freely rotatable, the winch 12 is operated in the downward direction of the frame 5, and the expandable type 46 lands on the ground. After expanding the wings, the winch 12 with the rope 13 wound thereon is made freely rotatable, the expansion type 46, 47 excavates, and the excavated soil is pushed to the ground by the blades 51, while the chuck device 2227 grips the molded steel 33. , the mold steel 33 is buried at the same time as the excavation.In this case, the hook 64 is engaged with the mold steel claw receivers 62 and 63, so even if the length of the mold vA33 is long, the auger 24
A deflection of 25 degrees is prevented.

第9図および第10図は本発明により埋設される型鋼と
オーガ24,25との関係を示すものであり、第9又は
型鋼33のフランジ61間の間隔がオーガ24,25の
直径よりやや大きい場合、すなわち型鋼が最小の場合で
あり、この場合には、型鋼33の全体が拡大7as、4
7によって掘削された部分に埋設されるため、埋設抵抗
は最小となる。第10図の場合には、拡大式46,4」 7の掘削円の接線に邑たる部分にフ鋼33のフランジ6
1が埋設され、これよりも¥’l川3用が大きくなる場
合には、埋設抵抗が大きくなる。
FIGS. 9 and 10 show the relationship between the steel molds to be buried according to the present invention and the augers 24, 25, and the distance between the flanges 61 of the ninth or mold steel 33 is slightly larger than the diameter of the augers 24, 25. In this case, the entire shape steel 33 is expanded 7as, 4
7, the burial resistance is minimized. In the case of Fig. 10, the flange 6 of the steel plate 33 is attached to the portion tangent to the excavation circle of the enlarged type 46, 4''7.
1 is buried, and if the value of the river 3 becomes larger than this, the burying resistance increases.

本発明を実施する場合には、拡大=4s、a7によって
オーガ24,25よりも広い面積を掘削し、型鋼のほぼ
全面あるいはそれに近い面積を掘削するので、型鋼を埋
設する場合の埋設抵抗が小さく、基本的には押込み装置
は不要であるが、埋設速度を高めるには、第2図に2点
鎖線で示すように、本体2上に押込み用ウィンチ68を
設け、これに巻かれるロープ69をリーダ等に取付けた
シーブ70に掛は回して前記フレーム等5に接続し、ウ
ィンチ68によりロープ70を巻取ることにより、型鋼
33を押込むようにすればよい。
When carrying out the present invention, a wider area than the augers 24 and 25 is excavated with enlargement = 4s and a7, and almost the entire surface of the shaped steel or an area close to it is excavated, so the burying resistance when burying the shaped steel is small. Basically, a pushing device is not required, but in order to increase the embedding speed, a pushing winch 68 is provided on the main body 2, as shown by the two-dot chain line in FIG. The sheave 70 attached to a leader or the like may be turned and connected to the frame or the like 5, and the rope 70 may be wound up by the winch 68 to push the shaped steel 33.

また本発明は、第11図に示すように、オーガ24.2
5をケーシング71により囲む場合にも適用でき、この
場合には、ケーシング71に前記引掛は爪64を形成し
て前記型鋼33の爪受62.63に掛けることにより、
オーが24.25どうしの下端側の間隔の広がりを防止
することができる。さらに、オーガの下端部より生コン
クリート等を注入することもある。また本発明により埋
設される型鋼は、H型鋼のみならず、T型、コ字型、L
型の型鋼を、いずれもウェブをオーガ間に介在させた状
態で埋設することができる。
The present invention also provides an auger 24.2 as shown in FIG.
5 is surrounded by a casing 71. In this case, the hook is formed with a claw 64 on the casing 71 and hooked onto the claw receiver 62, 63 of the shaped steel 33.
It is possible to prevent the gap from increasing on the lower end side between the 0 and 24 and 25. Furthermore, fresh concrete or the like may be injected from the lower end of the auger. Furthermore, the shaped steel to be buried according to the present invention is not limited to H-shaped steel, but also T-shaped, U-shaped, L-shaped steel, etc.
The shaped steel of any type can be buried with the web interposed between the augers.

(発明の効果) 以上述べたように、本発明においては、2本のオーガ間
に型鋼を介在させ、オーガ下端の拡大式により掘削する
ようにしたので、型鋼を埋設する場合の埋設抵抗が小さ
く、オーガによる掘削と同時に型鋼を埋設することがで
き、従って、矢板と同様に濠率良く型鋼の埋設作業を行
うことができる。また、本発明は、オーガ間の間隔を開
いた状態で型鋼をセットし、オーガ間を閉じて掘削、埋
設を行なうようにしたので、はぼリーグの長さに相出す
る型鋼を埋設することが可能となり、小型の機械によっ
て長い5Eの埋設が可能となる。さらに本発明によれば
、型鋼の埋設抵抗が小さいため、必ずしも押込み装置を
備えなくとも型鋼の埋
(Effects of the Invention) As described above, in the present invention, the shaped steel is interposed between the two augers, and excavation is performed by expanding the lower end of the auger, so the burying resistance when burying the shaped steel is small. , it is possible to bury the shaped steel at the same time as excavating with an auger, and therefore the burying of the shaped steel can be performed with good drainage efficiency, similar to sheet piles. In addition, in the present invention, the steel molds are set with the spacing between the augers open, and the excavation and burying are performed with the spaces between the augers closed, so that it is possible to bury the mold steel that extends to the length of the hoop league. It becomes possible to bury a long 5E with a small machine. Furthermore, according to the present invention, since the embedding resistance of the shaped steel is small, the embedding of the shaped steel does not necessarily require a pushing device.

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

第1図は本発明の一実施例を示す全体正面図、第2図は
第1図の側面図、第3図は第1図のA−A拡大断面図、
第4図は第3図の変形例を示す図、第5図は該実施例の
チャック装置を示す一部断面正面図、第6図は第5図の
B−B断面図、第7図は該実施例におけるオーガの振れ
止め機構を示す分解斜視図、第8図(A)〜(D)は該
実施例における型鋼セットのための作業順序を示す概略
下面図、第9図および第10図は該実施例におけるオー
ガと型鋼との関係を示す平面図、第11図は本発明にお
いて、ケーシングを用いた場合のオーガ振れ止めを示す
斜視図である。 特許出願人 中村工業株式会社外1名 代理人 弁理士 秋本正実外1名 第8図 b6 第11図
FIG. 1 is an overall front view showing an embodiment of the present invention, FIG. 2 is a side view of FIG. 1, and FIG. 3 is an enlarged sectional view taken along line AA of FIG. 1.
4 is a diagram showing a modification of FIG. 3, FIG. 5 is a partially sectional front view showing the chuck device of the embodiment, FIG. 6 is a sectional view taken along line BB in FIG. 5, and FIG. An exploded perspective view showing the steady rest mechanism of the auger in this example, FIGS. 8(A) to 8(D) are schematic bottom views showing the working order for setting steel shapes in this example, and FIGS. 9 and 10. 11 is a plan view showing the relationship between the auger and the shaped steel in this embodiment, and FIG. 11 is a perspective view showing an auger steady rest when a casing is used in the present invention. Patent applicant Nakamura Kogyo Co., Ltd. and one other agent Patent attorney Masami Akimoto and one other person Figure 8 b6 Figure 11

Claims (1)

【特許請求の範囲】[Claims] 杭打機のリーダに設けたガイド部材に沿って昇降自在に
フレームを取付け、杭打機には、前記フレームをロープ
を介して昇降させるウインチと、型鋼をロープを介して
吊るウインチを備え、前記フレームに開閉装置により相
互に近接、離反されるように2台のオーガ駆動装置を設
置し、各駆動装置にそれぞれオーガを取付け、各オーガ
の下端に高さを違えて拡大翼を取付け、前記フレームの
下側に型鋼を把持するチャック装置を設けたことを特徴
とする2軸オーガによる型鋼の圧入装置。
A frame is attached to the pile driver so that it can be raised and lowered along a guide member provided on the leader of the pile driver, and the pile driver is equipped with a winch that raises and lowers the frame via a rope, and a winch that suspends the shaped steel via the rope, Two auger drive devices are installed on the frame so as to be moved close to and separated from each other by an opening/closing device, an auger is attached to each drive device, and expansion wings are attached at different heights to the lower end of each auger, and the above-mentioned frame A press-in device for molded steel using a two-axis auger, characterized in that a chuck device for gripping the molded steel is provided on the lower side of the machine.
JP20778186A 1986-09-05 1986-09-05 Penetrator for shape steel by biaxial auger Pending JPS6363819A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20778186A JPS6363819A (en) 1986-09-05 1986-09-05 Penetrator for shape steel by biaxial auger

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20778186A JPS6363819A (en) 1986-09-05 1986-09-05 Penetrator for shape steel by biaxial auger

Publications (1)

Publication Number Publication Date
JPS6363819A true JPS6363819A (en) 1988-03-22

Family

ID=16545404

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20778186A Pending JPS6363819A (en) 1986-09-05 1986-09-05 Penetrator for shape steel by biaxial auger

Country Status (1)

Country Link
JP (1) JPS6363819A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5628930A (en) * 1979-08-11 1981-03-23 Seikou Kogyo Kk Driving method for sheet pile

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5628930A (en) * 1979-08-11 1981-03-23 Seikou Kogyo Kk Driving method for sheet pile

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