JPH0619638Y2 - Internal support device for steel pipe pile - Google Patents

Internal support device for steel pipe pile

Info

Publication number
JPH0619638Y2
JPH0619638Y2 JP1987148863U JP14886387U JPH0619638Y2 JP H0619638 Y2 JPH0619638 Y2 JP H0619638Y2 JP 1987148863 U JP1987148863 U JP 1987148863U JP 14886387 U JP14886387 U JP 14886387U JP H0619638 Y2 JPH0619638 Y2 JP H0619638Y2
Authority
JP
Japan
Prior art keywords
steel pipe
pipe pile
chuck
pile
press
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.)
Expired - Lifetime
Application number
JP1987148863U
Other languages
Japanese (ja)
Other versions
JPS6453240U (en
Inventor
北村  精男
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.)
GIKEN LTD.
Original Assignee
GIKEN 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 GIKEN LTD. filed Critical GIKEN LTD.
Priority to JP1987148863U priority Critical patent/JPH0619638Y2/en
Publication of JPS6453240U publication Critical patent/JPS6453240U/ja
Application granted granted Critical
Publication of JPH0619638Y2 publication Critical patent/JPH0619638Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は鋼管杭用の杭打機のチャックあるいは鋼管杭の
移動装置等に装備した鋼管杭の挾持機構の挾持による鋼
管杭の変形を防止する鋼管杭の内面支持装置関する。
[Detailed Description of the Invention] (Industrial field of application) The present invention prevents deformation of a steel pipe pile due to the holding mechanism of a steel pipe pile holding mechanism such as a chuck of a pile driving machine for steel pipe piles or a moving device for steel pipe piles. The present invention relates to an inner surface supporting device for a steel pipe pile.

(従来の技術) 土木作業等において、鋼管、鋼管矢板、鋼管杭(以下、
単に鋼管杭という)はその強力な支持力と、経済性のた
めに、護岸橋梁工事などの永久構造物のみならず、鋼矢
板でカバーできない山留や締切工事などの仮設構造物あ
るいは支持杭としても広く利用されている。
(Prior Art) Steel pipes, steel pipe sheet piles, steel pipe piles (hereinafter,
Because of its strong bearing capacity and economic efficiency, steel pipe piles are not only used as permanent structures such as revetment bridge construction, but also as temporary structures or support piles such as mountain retaining and deadline construction that cannot be covered with steel sheet piles. Is also widely used.

鋼管杭を杭圧入引抜機で地中に圧入する場合には、杭圧
入引抜機のチャックで鋼管杭の外周を挾持した状態で、
チャックを下方に移動させると、鋼管杭とチャックとの
間の摩擦力によりチャックからの力が鋼管杭の伝達さ
れ、この力が貫入抵抗に抗して鋼管杭を地中に圧入す
る。
When press-fitting a steel pipe pile into the ground with a pile press-in / pull-out machine, while holding the outer circumference of the steel pipe pile with the chuck of the pile press-in / pull-out machine,
When the chuck is moved downward, the force from the chuck is transmitted to the steel pipe pile due to the frictional force between the steel pipe pile and the chuck, and this force presses the steel pipe pile into the ground against the penetration resistance.

そして、硬質地盤に鋼管杭を打設する場合や、鋼管杭が
長尺の場合には、貫入抵抗が大きくなるので、これに対
する鋼管杭とチャックとの摩擦力を確保する必要から、
チャックの挾持力を増大させるようにしなくてはならな
い。
Then, when driving the steel pipe pile on the hard ground, or when the steel pipe pile is long, since the penetration resistance becomes large, it is necessary to secure the frictional force between the steel pipe pile and the chuck for it.
The chuck holding force should be increased.

(考案が解決しようとする問題点) 上述のように、大きな摩擦力を確保する必要から、鋼管
杭を所定以上の力で挾持すると、鋼管杭が変形する場合
がある。鋼管杭が変形すると、支持杭として使用する場
合には、断面形状が変化して垂直荷重によって座屈が生
じ軸方向の所定の圧縮強度が不足するおそれがでてく
る。
(Problems to be Solved by the Invention) As described above, since it is necessary to secure a large frictional force, if the steel pipe pile is clamped with a predetermined force or more, the steel pipe pile may be deformed. When the steel pipe pile is deformed, when it is used as a support pile, the cross-sectional shape may change and buckling may occur due to vertical load, resulting in a lack of predetermined axial compressive strength.

また、仮設構造物等として連続的に打設して利用する場
合には、鋼管杭外側に長手方向にグリップを設けこのグ
リップ同士を係合させつつ連続打設されるが、鋼管杭が
変形すると、これにつれて前記グリップも変形して圧入
の際のグリップのスライドが不可能になる。
Further, in the case where the steel pipe pile is continuously driven and used as a temporary structure or the like, a grip is provided in the longitudinal direction on the outside of the steel pipe pile and the grips are engaged with each other continuously, but when the steel pipe pile is deformed. As a result, the grip is also deformed so that the grip cannot slide when press-fitting.

このため、チャックで挾持する鋼管杭の内部に補強材を
取付けて、挾持する際の鋼管杭の変形を防止することも
行われたが、挾持する位置は作業状況により特定させる
ことは難しいため、鋼管杭の全長にわたって補強材で内
面を支持する必要があり、大きな浪費を伴うと共に現実
的でない。
For this reason, it was also possible to prevent the deformation of the steel pipe pile when holding it by attaching a reinforcing member inside the steel pipe pile that is held by the chuck, but it is difficult to specify the holding position depending on the work situation. Since it is necessary to support the inner surface with a reinforcing material over the entire length of the steel pipe pile, it is very wasteful and impractical.

また、杭打機に限らず、鋼管杭の移動装置などの挾持機
構に関しても同様である。
The same applies not only to a pile driver but also to a holding mechanism such as a moving device for a steel pipe pile.

本考案はこのような実状に鑑みてなされたもので、杭打
機のチャック等による挾持力に対して変形を防止する鋼
管杭の内面支持装置を提供することを目的としている。
The present invention has been made in view of such circumstances, and an object thereof is to provide an inner surface support device for a steel pipe pile that prevents deformation due to the holding force of a chuck or the like of a pile driver.

(問題点を解決するための手段) 本考案は前記問題点を解決するために、鋼管杭の内部に
挿入され、この鋼管杭の内壁を外側に押圧する突張機構
を備え該突張機構が鋼管杭の内壁に圧接するタイヤ及び
駆動機構を有する自走手段を備え、該自走手段により鋼
管杭内を自走可能としたことを特徴とする。
(Means for Solving the Problems) In order to solve the above-mentioned problems, the present invention comprises a projecting mechanism that is inserted into a steel pipe pile and presses the inner wall of the steel pipe pile outward. It is characterized in that it is provided with a self-propelled means having a tire and a drive mechanism that are in pressure contact with the inner wall of the steel pipe pile, and that the self-propelled means enables self-propagation in the steel pipe pile.

(作用) 本考案の内面支持装置は、突張機構を鋼管杭の内側に挿
入した後に、杭打機等のチャックが杭の外側に装着され
る位置に対応する内側位置に圧接させ、この後杭打機等
のチャックで鋼管杭を挾持し打設あるいは移動する。こ
のときチャックによる挾持力は、鋼管杭の被挾持部を介
して、突張機構で受圧されるので、挾持力を増加させて
も鋼管杭を変形させることなく大きな摩擦力を得ること
ができる。
(Operation) In the inner surface supporting device of the present invention, after the tensioning mechanism is inserted into the inside of the steel pipe pile, the chuck such as a pile driver is pressed into the inside position corresponding to the position where the chuck is attached to the outside of the pile. A steel pipe pile is held by a chuck such as a pile driver, and is placed or moved. At this time, the holding force of the chuck is received by the tensioning mechanism via the held portion of the steel pipe pile, so that even if the holding force is increased, a large frictional force can be obtained without deforming the steel pipe pile.

(実施例) 次に本考案の実施例を添付図面と共に詳細に説明する。(Example) Next, the Example of this invention is described in detail with reference to an accompanying drawing.

第1図は本考案の内面支持装置の1実施例を用いた鋼管
杭の圧入を示す図である。
FIG. 1 is a view showing press-fitting of a steel pipe pile using one embodiment of the inner surface supporting device of the present invention.

図中符号1は、杭圧入引抜機であり、この杭圧入引抜機
1のサドル2は地中に圧入された鋼管杭4の上端にクラ
ンプ5を介して固定される。サドル2にはベース6を介
してマスト7が垂直に設けられ、マスト7のリーダ8に
は先端にチャック9を有するアーム10が摺動自在に取
付けられ、油圧装置11の作動でアーム10を下方に移
動させると、チャック9で挾持した鋼管杭12が地中に
圧入される。
Reference numeral 1 in the drawing is a pile press-in / pull-out machine, and a saddle 2 of the pile press-in / pull-out machine 1 is fixed to an upper end of a steel pipe pile 4 press-fitted into the ground via a clamp 5. A mast 7 is vertically provided on the saddle 2 via a base 6, and an arm 10 having a chuck 9 at its tip is slidably attached to a leader 8 of the mast 7. The arm 10 is lowered by the operation of a hydraulic device 11. Then, the steel pipe pile 12 held by the chuck 9 is pressed into the ground.

チャック9の本体9aには、2対の油圧シリンダ9bが
鋼管杭12の中心を通る同軸上に対向して設けられ、こ
の油圧シリンダ9bのロッド9cの先端には鋼管杭12
の外周表面に当接する可動爪9dが形成されている。そ
して、このチャック9の装着位置に対応する鋼管杭12
の内側には、上述のチャック9と同様な構造の油圧シリ
ンダ17aが油圧シリンダ9bと対向する位置に配置さ
れ、油圧シリンダ17aのロッド17bには鋼管杭12
の内壁に当接する可動爪18が取付けられている。ま
た、突張機構23の上下両端には、鋼管杭12の内面に
圧接して昇降する自走手段としてタイヤ25と、このタ
イヤ25を駆動するモータ26が設けられている。
The body 9a of the chuck 9 is provided with two pairs of hydraulic cylinders 9b that are coaxially opposed to each other and pass through the center of the steel pipe pile 12. At the tip of a rod 9c of the hydraulic cylinder 9b, the steel pipe pile 12 is provided.
The movable claw 9d is formed so as to contact the outer peripheral surface of the. And the steel pipe pile 12 corresponding to the mounting position of this chuck 9
A hydraulic cylinder 17a having a structure similar to that of the above-mentioned chuck 9 is arranged inside of the hydraulic cylinder 17a at a position facing the hydraulic cylinder 9b, and the steel pipe pile 12 is provided on the rod 17b of the hydraulic cylinder 17a.
A movable claw 18 that abuts the inner wall of the is attached. Further, a tire 25 and a motor 26 for driving the tire 25 are provided at both upper and lower ends of the strut mechanism 23 as a self-propelled means that is pressed against the inner surface of the steel pipe pile 12 to move up and down.

また、突張機構23の本体27には位置検出用の磁石2
0が取付けられ、上記チャック9の本体9aには、この
磁石20の位置に対応して磁気センサ21が設けられて
いる。
Further, the main body 27 of the thrust mechanism 23 has a magnet 2 for position detection.
0 is attached, and the main body 9a of the chuck 9 is provided with a magnetic sensor 21 corresponding to the position of the magnet 20.

そして、突張機構23の昇降は上記磁気センサ21から
アンテナ28に受信される信号に基づいて、モータ26
の駆動により鋼管杭12の内面を自走してチャック9の
装着される位置に移動する。なお、アンテナ28と本体
27はアンテナケーブル28aを介して接続され、本体
27の移動によるアンテナケーブル28aの長さの調節
は巻取装置29で行う。
The elevating and lowering of the thrust mechanism 23 is performed by the motor 26 based on the signal received by the antenna 28 from the magnetic sensor 21.
Drive the inner surface of the steel pipe pile 12 to move to the position where the chuck 9 is mounted. The antenna 28 and the main body 27 are connected via the antenna cable 28a, and the winding device 29 adjusts the length of the antenna cable 28a by moving the main body 27.

次に、このように構成した本実施例の作用を説明する。Next, the operation of the present embodiment configured as described above will be described.

突張機構23は自走手段により鋼管杭12の内側を昇降
し、チャック9が鋼管杭12の外側を挾持している部分
で、油圧シリンダ17aを所定の強さで加圧して可動爪
18を鋼管杭12の内壁に圧接して固定する。
The tension mechanism 23 moves up and down inside the steel pipe pile 12 by the self-propelled means, and the chuck 9 holds the outside of the steel pipe pile 12 at a portion where the hydraulic cylinder 17a is pressed with a predetermined strength to move the movable pawl 18. The inner wall of the steel pipe pile 12 is pressed and fixed.

この後、チャック9のシリンダ9bを徐々に加圧して所
定の摩擦力を得るようにするが、チャック9による挾持
力は、鋼管杭12の被挾持部12aを介して、突張機構
23の可動爪18で受圧されるため、チャック9の挾持
力を増加させても、鋼管杭12を変形させることなく、
チャック9と鋼管杭12との間の摩擦力を増大させるこ
とができる。
After that, the cylinder 9b of the chuck 9 is gradually pressed to obtain a predetermined frictional force, but the holding force of the chuck 9 causes the holding mechanism 23 to move through the held portion 12a of the steel pipe pile 12. Since the pressure is received by the claw 18, even if the holding force of the chuck 9 is increased, the steel pipe pile 12 is not deformed,
The frictional force between the chuck 9 and the steel pipe pile 12 can be increased.

そして、必要な挾持力を得た後、杭圧入引抜機1のアー
ム10を下降させて鋼管杭12の1ストローク分の圧入
を終了すると、チャック9の装着位置を上部に移動させ
るが、この時磁気センサ21からの信号により自走手段
が駆動して、内面支持装置22がチャック9の装着され
る位置に自動的に移動する。このため突張機構23の位
置調整を再度することなく、次の圧入操作を開始するこ
とができる。
Then, after obtaining the necessary gripping force, when the arm 10 of the pile press-in / pull-out machine 1 is lowered to complete the press-fitting for one stroke of the steel pipe pile 12, the mounting position of the chuck 9 is moved to the upper part. The self-propelled means is driven by the signal from the magnetic sensor 21, and the inner surface support device 22 is automatically moved to the position where the chuck 9 is mounted. Therefore, the next press-fitting operation can be started without re-adjusting the position of the thrust mechanism 23.

このように、本実施例によれば硬質地盤への圧入や、長
尺の鋼管杭の使用により大きな貫入力を必要とする場合
にも、鋼管杭を変形させることなく、チャックと鋼管杭
との間の摩擦力が増大させることで鋼管杭を容易に圧入
することができる。
As described above, according to the present embodiment, the press-fitting into the hard ground and the use of the long steel pipe pile also require a large penetration force, without deforming the steel pipe pile, the chuck and the steel pipe pile By increasing the frictional force between them, the steel pipe pile can be easily press-fitted.

また、本実施例は、アンテナ28からの信号に基づきモ
ータ26とタイヤ25の作用により、鋼管杭12の内壁
を自走することができるため、突張機構23の昇降に巻
取機構を備える必要がなくなり装置が簡素化すると共
に、突張機構23のシリンダ17aの位置調節が人手を
要せず、正確かつ自動的に行える。
Further, in the present embodiment, the inner wall of the steel pipe pile 12 can be self-propelled by the action of the motor 26 and the tire 25 based on the signal from the antenna 28. Therefore, it is necessary to provide a winding mechanism for raising and lowering the thrust mechanism 23. Is eliminated and the device is simplified, and the position of the cylinder 17a of the tensioning mechanism 23 can be adjusted accurately and automatically without requiring human intervention.

上述のように、上記実施例では鋼管杭の内壁を押圧する
手段として油圧シリンダや押圧部材を用いたが、これに
限定されず、同様の作用効果を奏するものであれば他の
手段を採用できる。さらに本考案は、杭打機がハンマー
型等の場合にも、あるいは杭打機に限らず、鋼管杭の移
動装置などの挾持機構にも適用することができる。
As described above, in the above-described embodiment, the hydraulic cylinder or the pressing member is used as the means for pressing the inner wall of the steel pipe pile, but the invention is not limited to this, and other means can be adopted as long as the same effect can be obtained. . Further, the present invention can be applied not only to a hammer driving machine or the like, but also to a holding mechanism such as a steel pipe pile moving device, not limited to a pile driving machine.

(考案の効果) 以上説明したように、本考案の内面支持装置は杭打機で
挾持される鋼管杭に挿入され、この鋼管杭の内壁を外側
に押圧する突張機構を備えたので、チャックの挾持によ
り鋼管杭を変形させることなく、チャックと鋼管杭との
間の摩擦力を容易に増大させることができる。
(Effects of the Invention) As described above, the inner surface supporting device of the present invention is inserted into the steel pipe pile held by the pile driving machine, and is provided with the protrusion mechanism for pressing the inner wall of the steel pipe pile to the outside. It is possible to easily increase the frictional force between the chuck and the steel pipe pile without deforming the steel pipe pile due to the holding of the steel pipe pile.

このため、硬質地盤への打設や長尺杭の使用により大き
な貫入力を必要とする鋼管杭の打設、さらにグリップ付
の鋼管杭を連続して打設する場合に最適である。また突
張機構が鋼管杭の内壁を自走することができるため突張
機構の昇降に巻取機構を備える必要がなく装置が簡素化
すると共に、突張機構のシリンダの位置調整が人手を要
せず正確かつ自動的に行える。
For this reason, it is most suitable for driving steel pipe piles that require a large penetration force by driving into hard ground or using long piles, and further when continuously driving steel pipe piles with grips. In addition, since the tensioning mechanism can self-propel the inner wall of the steel pipe pile, it is not necessary to equip the tensioning mechanism with a winding mechanism, which simplifies the device and requires manual adjustment of the cylinder position of the tensioning mechanism. It can be done accurately and automatically without.

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

図面は本考案の実施例を示すもので、第1図は本考案の
内面支持装置を用いた鋼管杭の圧入を示す断面図であ
る。 1……杭圧入引抜機、9……チャック 12……鋼管杭、22……内面支持装置 23……突張機構
The drawings show an embodiment of the present invention, and FIG. 1 is a sectional view showing press-fitting of a steel pipe pile using the inner surface supporting device of the present invention. 1 ... Pile press-in / pull-out machine, 9 ... Chuck 12 ... Steel pipe pile, 22 ... Inner surface support device 23 ... Stretching mechanism

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】鋼管杭の内部に挿入され、この鋼管杭の内
壁を外側に押圧する突張機構を備え該突張機構が鋼管杭
の内壁に圧接するタイヤ及び駆動機構を有する自走手段
を備え、該自走手段により鋼管杭内を自走可能としたこ
とを特徴とする鋼管杭の内面支持装置。
1. A self-propelled means having a driving mechanism which is inserted into a steel pipe pile and has a thrust mechanism for pressing the inner wall of the steel pipe pile to the outside, the thrust mechanism being in pressure contact with the inner wall of the steel pipe pile. An inner surface supporting device for a steel pipe pile, comprising: the self-propelling means capable of self-propelling in the steel pipe pile.
JP1987148863U 1987-09-29 1987-09-29 Internal support device for steel pipe pile Expired - Lifetime JPH0619638Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987148863U JPH0619638Y2 (en) 1987-09-29 1987-09-29 Internal support device for steel pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987148863U JPH0619638Y2 (en) 1987-09-29 1987-09-29 Internal support device for steel pipe pile

Publications (2)

Publication Number Publication Date
JPS6453240U JPS6453240U (en) 1989-04-03
JPH0619638Y2 true JPH0619638Y2 (en) 1994-05-25

Family

ID=31420566

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987148863U Expired - Lifetime JPH0619638Y2 (en) 1987-09-29 1987-09-29 Internal support device for steel pipe pile

Country Status (1)

Country Link
JP (1) JPH0619638Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5823715B2 (en) * 2011-03-30 2015-11-25 株式会社技研製作所 Pile inner surface support device and punching method
JP5952563B2 (en) * 2012-01-12 2016-07-13 五洋建設株式会社 Steel pipe sheet pile press-in method and press-in apparatus

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5781529A (en) * 1979-11-15 1982-05-21 Yoshiji Kondo Method and apparatus for holding hollow pile

Also Published As

Publication number Publication date
JPS6453240U (en) 1989-04-03

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