JPH089865B2 - Clamping mechanism for steel pipe piles - Google Patents

Clamping mechanism for steel pipe piles

Info

Publication number
JPH089865B2
JPH089865B2 JP19988093A JP19988093A JPH089865B2 JP H089865 B2 JPH089865 B2 JP H089865B2 JP 19988093 A JP19988093 A JP 19988093A JP 19988093 A JP19988093 A JP 19988093A JP H089865 B2 JPH089865 B2 JP H089865B2
Authority
JP
Japan
Prior art keywords
steel pipe
pile
sheet pile
pipe sheet
clamp
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 - Fee Related
Application number
JP19988093A
Other languages
Japanese (ja)
Other versions
JPH0711647A (en
Inventor
北村  精男
哲夫 南
真吾 猪野
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 JP19988093A priority Critical patent/JPH089865B2/en
Publication of JPH0711647A publication Critical patent/JPH0711647A/en
Publication of JPH089865B2 publication Critical patent/JPH089865B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、連続して打設した鋼管
杭や鋼管矢板の杭列上を自力走行しながら作業を行う杭
上作業装置の鋼管杭等用クランプ機構に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel pipe pile clamping device for a steel pipe pile or the like for performing work while traveling by itself on a pile of steel pipe piles and steel pipe sheet piles that are continuously cast.

【0002】[0002]

【従来の技術】従来の鋼管杭等用クランプ機構は、一対
の対向するクランプとこのクランプを開閉する開閉シリ
ンダとから構成されている。この従来の鋼管杭等用クラ
ンプ機構で鋼管杭や鋼管矢板を挟持する場合、各クラン
プを杭列に対して直行方向から移動させて鋼管杭等の上
端両側を押し掴むのが一般的である。また、鋼管杭等
は、十分な強度を有するように設計されているが、肉厚
が薄いため、特定個所に力が集中すると外形が変形する
おそれがある。
2. Description of the Related Art A conventional clamp mechanism for a steel pipe pile or the like comprises a pair of opposed clamps and an open / close cylinder for opening and closing the clamps. When sandwiching a steel pipe pile or a steel pipe sheet pile by this conventional clamp mechanism for steel pipe piles, it is common to move each clamp in a direction perpendicular to the pile row and press and grasp both upper ends of the steel pipe pile. Further, the steel pipe pile and the like are designed to have sufficient strength, but since the wall thickness is thin, the outer shape may be deformed when the force is concentrated on a specific place.

【0003】[0003]

【発明が解決しようとする課題】従来の鋼管杭等用クラ
ンプ機構は、鋼管杭等を左右両側の2個所から強い力で
押し掴むため、鋼管杭等の上部を変形させることがあっ
た。鋼管杭等は変形すると施工精度許容寸法範囲外とな
るおそれがあり、施工上問題となることがある。その一
方、鋼管杭等を押し掴む力が弱ければ確実な支持力が得
られず、安全に杭上作業を遂行することができない。本
発明は、かかる課題を解決するために案出したもので、
鋼管杭等を変形させることなく確実に挟持することがで
きる鋼管抗等用クランプ機構を提供することを目的とし
ている。
In the conventional clamp mechanism for steel pipe piles and the like, since the steel pipe piles and the like are pressed and gripped from two places on the left and right sides with a strong force, the upper portions of the steel pipe piles and the like may be deformed. If the steel pipe pile is deformed, it may fall outside the allowable dimension range of construction accuracy, which may cause a construction problem. On the other hand, if the force of pushing and gripping the steel pipe pile or the like is weak, a reliable supporting force cannot be obtained, and the work on the pile cannot be safely performed. The present invention has been devised to solve such problems,
It is an object of the present invention to provide a steel pipe anti-clamping mechanism that can securely clamp a steel pipe pile or the like without deforming it.

【0004】[0004]

【課題を解決するための手段】前述の目的を達成するた
めに、本発明の鋼管杭等用クランプ機構は、挟持される
鋼管杭等の内側面に当接する変形防止板を設け、該変形
防止板を前記鋼管杭等内に出入させる昇降手段をフレー
ム内に設けたことを特徴としている。
In order to achieve the above-mentioned object, the clamp mechanism for steel pipe piles and the like of the present invention is provided with a deformation preventing plate that comes into contact with the inner side surface of a steel pipe pile or the like to be clamped, and prevents the deformation. It is characterized in that an elevating means for moving the plate into and out of the steel pipe pile or the like is provided in the frame.

【0005】[0005]

【作用】前述のように構成された鋼管杭等用クランプ機
構は、鋼管杭等を次のようにして挟持する。鋼管杭ある
いは鋼管矢板の上にクランプ機構を載置し昇降手段を作
動させる。変形防止板がフレームから挟持すべき鋼管杭
等の内部に下降し、鋼管杭等の内側面に当接して補強す
る。この補強状態でクランプは鋼管杭等を外側から確実
に挟持できる。
The clamp mechanism for steel pipe piles and the like configured as described above clamps the steel pipe piles and the like as follows. The clamp mechanism is placed on the steel pipe pile or the steel pipe sheet pile and the elevating means is operated. The deformation prevention plate descends from the frame into the steel pipe pile or the like to be clamped, and abuts against the inner surface of the steel pipe pile or the like to reinforce. In this reinforced state, the clamp can securely clamp the steel pipe pile or the like from the outside.

【0006】[0006]

【実施例】図1は本発明の一実施例である鋼管杭等用ク
ランプ機構の断面正面図、図2は同平面図、図3は本実
施例に使用する変形防止板の平面図及び図4は本実施例
を装備した油圧ユニットの側面図である。この鋼管矢板
用クランプ機構1は、フレーム2の下部両側に固定した
クランプ用軸3、3に一対のクランプ4、4を対向して
設け、フレーム2の内部に鋼管矢板Pの変形防止板5の
昇降手段6を設けて構成する。なお、本実施例では鋼管
矢板用クランプ機構について説明し、該クランプ機構で
鋼管矢板を連続して打設する場合について説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a sectional front view of a clamp mechanism for steel pipe piles, etc., which is an embodiment of the present invention, FIG. 2 is a plan view of the same, and FIG. 4 is a side view of a hydraulic unit equipped with this embodiment. This steel pipe sheet pile clamp mechanism 1 is provided with a pair of clamps 4, 4 opposed to a clamping shaft 3, 3 fixed to both sides of a lower portion of a frame 2, and a deformation prevention plate 5 of a steel pipe sheet pile P is provided inside the frame 2. An elevating means 6 is provided and configured. In the present embodiment, a steel pipe sheet pile clamp mechanism will be described, and a case where steel pipe sheet piles are continuously driven by the clamp mechanism will be described.

【0007】すなわち、クランプ4、4は、鋼管矢板P
の外周面の両側を挟持するためのもので、その下部に断
面形状が半円形状の爪4a、4aを形成してある。クラ
ンプ4、4の上部には、摺動孔4b、4bを形成し、こ
の摺動孔4b、4bに前述のクランプ用軸3、3を貫通
させて、摺動孔4b、4bに沿ってクランプ4、4が左
右方向に摺動自在な構成とする。また各クランプ4、4
間に、左右動用シリンダ7、7を張架し、そのロッド7
a、7aを伸長あるいは退縮させることで、クランプ
4、4を図1及び図2中、左右方向に移動させることが
可能である。
That is, the clamps 4 and 4 are made of steel pipe sheet pile P.
The claws 4a, 4a having a semicircular cross section are formed in the lower part of the claws 4a, 4a for sandwiching both sides of the outer peripheral surface thereof. Sliding holes 4b and 4b are formed in the upper portions of the clamps 4 and 4. The above-described clamping shafts 3 and 3 are penetrated through the sliding holes 4b and 4b to clamp along the sliding holes 4b and 4b. 4 and 4 are configured to be slidable in the left-right direction. In addition, each clamp 4, 4
The left and right moving cylinders 7, 7 are stretched between them, and the rod 7
It is possible to move the clamps 4 and 4 in the left and right directions in FIGS. 1 and 2 by extending or retracting a and 7a.

【0008】変形防止板5は、図1及び図3に示すよう
に、鋼管矢板Pの内径とほぼ同径の略円盤状に形成し、
その曲面部5aが鋼管矢板Pの内側面に当接する。ま
た、この変形防止板5は、曲面部5aがクランプ4、4
の爪4a、4aと対応する位置にくるように配置する。
昇降手段として本実施例では昇降用シリンダ6を使用す
る。そのロッド6aの下端に前述した変形防止板5を固
定し、昇降用シリンダ6の上端をフレーム2内に固定す
る。
As shown in FIGS. 1 and 3, the deformation preventing plate 5 is formed in a substantially disc shape having the same diameter as the inner diameter of the steel pipe sheet pile P.
The curved surface portion 5a contacts the inner side surface of the steel pipe sheet pile P. In addition, the curved surface portion 5a of the deformation preventing plate 5 is clamped by the clamps 4, 4
The claws 4a and 4a are arranged so as to come to positions corresponding to the claws 4a and 4a.
In this embodiment, the lifting cylinder 6 is used as the lifting means. The deformation preventing plate 5 is fixed to the lower end of the rod 6a, and the upper end of the lifting cylinder 6 is fixed in the frame 2.

【0009】本実施例は、鋼管矢板Pの杭上に各種装置
例えば、油圧ユニット9を据え付ける際に、以下のよう
に作用する。なお、この油圧ユニット9は、図4に示す
ように、フレーム2の上部に鋼管矢板Pの吊込機構10
を搭載し、フレーム2の下部の前後端に鋼管矢板用クラ
ンプ機構1、1を備えている。まず、左右動用シリンダ
7、7を作動させてクランプ4、4間を杭径より大きく
開口し、ここに鋼管矢板Pを挿入する。同時に、昇降用
シリンダ6を作動させて、クランプ4、4で挟持すべき
鋼管矢板Pの内部に変形防止板5を下降させる(図1中
矢印方向)。変形防止板5が、クランプ4、4の爪4
a、4aの略中央部の位置まで下降した状態で左右動用
シリンダ7、7を作動させて各クランプ4、4の間を狭
め、爪4a、4aで鋼管矢板Pを確実に挟持する。その
際、クランプ4、4の爪4a、4aは大きな負荷を鋼管
矢板Pに加えることになるが、爪4a、4aが挟持する
鋼管矢板Pの内側面に変形防止板5の曲面部5aが当接
して補強している。そのため、鋼管矢板Pをクランプ4
の爪4aと変形防止板5の曲面部5aとで挟み込むこと
となり、鋼管矢板Pが歪になるのを防止している。
In the present embodiment, when various devices such as the hydraulic unit 9 are installed on the piles of the steel pipe sheet piles P, they operate as follows. As shown in FIG. 4, the hydraulic unit 9 has a mechanism 10 for suspending the steel pipe sheet pile P on the upper portion of the frame 2.
And the steel pipe sheet pile clamp mechanisms 1 and 1 at the front and rear ends of the lower portion of the frame 2. First, the left and right moving cylinders 7, 7 are actuated to open the clamps 4, 4 larger than the pile diameter, and the steel pipe sheet pile P is inserted therein. At the same time, the lifting cylinder 6 is operated to lower the deformation preventing plate 5 inside the steel pipe sheet pile P to be held by the clamps 4 and 4 (in the direction of the arrow in FIG. 1). The deformation prevention plate 5 is used for the claws 4 of the clamps 4, 4.
The cylinders 7 and 7 for left and right movement are actuated in a state where the steel pipe sheet pile P is pinched by the claws 4a and 4a by operating the left and right moving cylinders 7 and 7 in a state in which the steel pipe sheet pile P is lowered to the position of approximately the center of the a. At that time, the claws 4a and 4a of the clamps 4 and 4 apply a large load to the steel pipe sheet pile P, but the curved surface portion 5a of the deformation preventing plate 5 contacts the inner surface of the steel pipe sheet pile P held by the claws 4a and 4a. It touches and reinforces. Therefore, the steel pipe sheet pile P is clamped 4
The steel pipe sheet pile P is prevented from being distorted by being sandwiched between the claw 4a and the curved surface portion 5a of the deformation preventing plate 5.

【0010】なお、油圧ユニット9を自力走行させる時
は、左右動用シリンダ7、7を作動させてクランプ4、
4間を再び大きく開口して、昇降用シリンダ6のロッド
6aを退縮して変形防止板5をフレーム2の上方に収納
し、フレーム2を前方に移動させる。
When the hydraulic unit 9 is allowed to travel by itself, the left and right moving cylinders 7, 7 are operated and the clamp 4,
4 is opened again, the rod 6a of the lifting cylinder 6 is retracted, the deformation preventing plate 5 is housed above the frame 2, and the frame 2 is moved forward.

【0011】このように、本実施例によれば、変形防止
板5によって鋼管矢板Pの内側を補強するため、鋼管矢
板Pを左右両側の2個所から強い力で挟持した場合で
も、鋼管矢板Pが変形するおそれが少ない。そのため、
変形許容寸法範囲内に充分おさまるのである。
As described above, according to the present embodiment, since the inside of the steel pipe sheet pile P is reinforced by the deformation preventing plate 5, even when the steel pipe sheet pile P is sandwiched from two places on the left and right sides with a strong force, the steel pipe sheet pile P is formed. Is less likely to be deformed. for that reason,
It is well within the allowable deformation range.

【0012】以上、本実施例を油圧ユニット9の移動用
クランプ機構として使用した場合について説明したが、
これに限られず他の抗上作業装置の移動用クランプ機構
としても使用することができる。
The case where the present embodiment is used as the moving clamp mechanism of the hydraulic unit 9 has been described above.
The present invention is not limited to this, and can also be used as a moving clamp mechanism for other overhead working devices.

【0013】[0013]

【発明の効果】以上説明したように、本発明の鋼管矢板
用クランプ機構は、外側のクランプに対応して鋼管矢板
あるいは鋼管杭を内側から補強するため、鋼管杭等の上
部を変形させるおそれが少ない。そのため、力を加減す
ることなく外側から鋼管杭等を強固に挟持することがで
き、各種の作業装置を鋼管杭等の杭列上に確実に設置す
ることができる。また、施工後も鋼管杭等の施工精度が
良い等の効果を奏する。
As described above, since the steel pipe sheet pile clamping mechanism of the present invention reinforces the steel pipe sheet pile or the steel pipe pile from the inside corresponding to the outer clamp, there is a possibility that the upper portion of the steel pipe pile or the like may be deformed. Few. Therefore, the steel pipe pile or the like can be firmly clamped from the outside without adjusting the force, and various working devices can be reliably installed on the pile row of the steel pipe pile or the like. Further, after the construction, there is an effect that the construction accuracy of the steel pipe pile or the like is good.

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

【図1】本発明の一実施例を示す断面正面図FIG. 1 is a sectional front view showing an embodiment of the present invention.

【図2】本発明の一実施例を示す側面図2 is a side view showing an embodiment of the present invention.

【図3】上記実施例に使用する変形防止板の平面図FIG. 3 is a plan view of a deformation prevention plate used in the above embodiment.

【図4】上記本実施例を装備した油圧ユニットの側面図FIG. 4 is a side view of a hydraulic unit equipped with the present embodiment.

【符号の説明】[Explanation of symbols]

1 鋼管杭等用クランプ機構 2 フレーム 3 クランプ用軸 4 クランプ 5 変形防止板 6 昇降手段 7 左右動用シリンダ P 鋼管矢矢板 1 Clamping mechanism for steel pipe piles 2 Frame 3 Clamping shaft 4 Clamp 5 Deformation prevention plate 6 Lifting device 7 Left-right movement cylinder P Steel pipe sheet pile

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭58−94523(JP,A) 実開 昭50−45005(JP,U) 実開 昭56−130037(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-58-94523 (JP, A) Actually opened 50-45005 (JP, U) Actually opened 56- 130037 (JP, U)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 挟持される鋼管抗等の内側面に当接する
変形防止板を設け、該変形防止板を前記鋼管杭等の内部
に出入させる昇降手段をフレーム内に設けた鋼管杭等用
クランプ機構。
1. A clamp for a steel pipe pile or the like provided with a deformation prevention plate that abuts an inner surface of a steel pipe resistance to be clamped, and elevating means for moving the deformation prevention plate into and out of the steel pipe pile or the like in a frame. mechanism.
JP19988093A 1993-06-24 1993-06-24 Clamping mechanism for steel pipe piles Expired - Fee Related JPH089865B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19988093A JPH089865B2 (en) 1993-06-24 1993-06-24 Clamping mechanism for steel pipe piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19988093A JPH089865B2 (en) 1993-06-24 1993-06-24 Clamping mechanism for steel pipe piles

Publications (2)

Publication Number Publication Date
JPH0711647A JPH0711647A (en) 1995-01-13
JPH089865B2 true JPH089865B2 (en) 1996-01-31

Family

ID=16415154

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19988093A Expired - Fee Related JPH089865B2 (en) 1993-06-24 1993-06-24 Clamping mechanism for steel pipe piles

Country Status (1)

Country Link
JP (1) JPH089865B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4594224B2 (en) * 2005-12-01 2010-12-08 新日鉄エンジニアリング株式会社 Pile head reinforcement structure for steel pipe pile construction and steel pipe pile construction method

Also Published As

Publication number Publication date
JPH0711647A (en) 1995-01-13

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