JPH1068126A - Embedding device for embedded member and embedded member holding device used therefor - Google Patents
Embedding device for embedded member and embedded member holding device used thereforInfo
- Publication number
- JPH1068126A JPH1068126A JP22524196A JP22524196A JPH1068126A JP H1068126 A JPH1068126 A JP H1068126A JP 22524196 A JP22524196 A JP 22524196A JP 22524196 A JP22524196 A JP 22524196A JP H1068126 A JPH1068126 A JP H1068126A
- Authority
- JP
- Japan
- Prior art keywords
- holding
- embedding
- embedded
- frame
- buried
- 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
Links
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、土留や建築物の
基礎等とするための細長い埋設部材を上下方向に延在す
る状態に支持する埋設部材支持部と、前記埋設部材支持
部に支持された前記埋設部材を下向きに付勢して地盤中
に押し込む埋設部材付勢部と、を具える埋設部材の埋め
込み装置に関し、特に、装置を小型軽量にして、埋設部
材の施工の際にスペースを取らないようにするとともに
装置全体を安価に構成できかつ施工も容易にできるよう
にした埋め込み装置に関するものであり、さらに、その
装置に用いられる埋設部材挟持具にも関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a buried member supporting portion for supporting an elongated buried member to be used as a foundation for earth retaining or a building so as to extend in a vertical direction, and to be supported by the buried member supporting portion. A buried member urging section for urging the buried member downward and pushing it into the ground, and particularly relates to an embedding member embedding device comprising: The present invention relates to an embedding device which can be configured so as not to be taken, can be constructed at a low cost, and can be easily constructed, and further relates to an embedding member holding tool used in the device.
【0002】[0002]
【従来の技術】上述の如き埋め込み装置としては従来、
細長い埋設部材としてコンクリート杭を埋設するための
ものが一般に知られており、この装置は、コンクリート
杭の上端部を保持してそのコンクリート杭を上下方向に
延在する状態すなわち垂直に立った状態に支持する埋設
部材支持部と、その埋設部材支持部に支持されたコンク
リート杭の上端を下向きに付勢してコンクリート杭を地
盤中に押し込む埋設部材付勢部とを具えるとともに、通
常さらに、それら埋設部材支持部と埋設部材付勢部とを
フロントアタッチメントとしてブーム先端部で支持する
上部旋回体と、その上部旋回体を支持して走行する下部
走行体とを具えて、いわゆるパワーショベルを構成して
いる。2. Description of the Related Art Conventionally, as an embedding device as described above,
It is generally known that a concrete pile is buried as an elongated buried member, and this device is used to hold the upper end of the concrete pile and extend the concrete pile vertically, that is, in a state of standing vertically. A buried member supporting portion for supporting, and a buried member urging portion for urging the upper end of the concrete pile supported by the buried member supporting portion downward and forcing the concrete pile into the ground, and usually further comprises A so-called power shovel comprises an upper revolving body that supports the buried member support portion and the buried member biasing portion at the boom tip as a front attachment, and a lower traveling body that supports and supports the upper revolving body. ing.
【0003】かかる埋め込み装置における埋設部材付勢
部としては、コンクリート杭を埋設する地盤が硬い場合
には通常、いわゆるエアハンマーが用いられ、このエア
ハンマーは、圧搾空気でハンマーを昇降駆動してハンマ
ーの慣性力で下向きの衝撃力を生じさせ、その衝撃力で
コンクリート杭の上端を下向きに付勢して、コンクリー
ト杭を地盤中に打ち込んでいる。一方、コンクリート杭
を埋設する地盤がそれほど硬くない場合には通常、上記
埋設部材付勢部としてはいわゆる油圧式圧入機が用いら
れ、この圧入機は、上記埋設部材支持部に支持されると
ともに油圧でピストンを押圧して下向きの押圧力を生じ
させ、その押圧力でコンクリート杭の上端を下向きに付
勢して、コンクリート杭を地盤中に押し込んでいる。When the ground in which the concrete pile is buried is hard, a so-called air hammer is usually used as an embedding member urging portion in the embedding device. The air hammer is driven up and down by compressed air to drive the hammer. The inertia force generates a downward impact force, and the impact force urges the upper end of the concrete pile downward to drive the concrete pile into the ground. On the other hand, when the ground in which the concrete pile is buried is not so hard, a so-called hydraulic press machine is usually used as the buried member urging portion, and the press machine is supported by the buried member support portion and has a hydraulic pressure. The piston presses the piston to generate a downward pressing force, and the pressing force urges the upper end of the concrete pile downward to push the concrete pile into the ground.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、かかる
従来の埋め込み装置にあっては、埋設部材支持部はコン
クリート杭を垂直に立った状態に支持するのみであり、
埋設部材付勢部はその垂直に立たせたコンクリート杭の
上に位置してコンクリート杭を下向きに付勢していたの
で、埋設部材付勢部を高い位置まで持ち上げる必要があ
ることから必然的に装置の上下方向寸法が大きくなり、
これがため、例えばトンネル内や高架軌道下や地下街内
や屋内等の上下方向の空間が少ない場所では施工が困難
であるという問題があり、また、施工時に装置の重心位
置が高くなるので装置の転倒防止のための作業が大掛か
りになって装置の設置に手間取るという問題があった。However, in such a conventional embedding device, the buried member support portion only supports the concrete pile in a vertically standing state.
Since the buried member urging part was located on the vertically standing concrete pile and urged the concrete pile downward, it was necessary to raise the buried member urging part to a high position, so the device was inevitable. The vertical dimension of becomes larger,
For this reason, there is a problem that construction is difficult in a place with a small amount of vertical space, such as in a tunnel, under an elevated track, in an underground shopping mall, indoors, and the like. There was a problem that the work for prevention became large and time was required for installation of the apparatus.
【0005】さらに、上記従来の装置にあっては、上記
のように装置の上下方向寸法が大きくなることから、装
置全体としてバランスを取るために上部旋回体の後部を
重くかつ大きくする必要があって、装置全体が重くかつ
大きくなり、これがため、下部走行体での走行の際の燃
料費が嵩むという問題や、狭い現場での施工が困難であ
るという問題もあり、加えて、その構成上から必然的に
装置の上下方向寸法よりも長い杭は埋設できないので、
杭の継ぎ足し施工の場合に、一本当たりの杭の長さをそ
れほど長くできず、杭の本数が多くなって施工に時間が
かかるという問題もあった。Further, in the above-mentioned conventional apparatus, since the vertical dimension of the apparatus is increased as described above, it is necessary to make the rear part of the upper revolving structure heavy and large in order to balance the entire apparatus. As a result, the entire device becomes heavy and bulky, which causes problems such as increased fuel cost when traveling on the undercarriage and difficulties in construction at narrow sites. Therefore, piles longer than the vertical dimension of the equipment cannot be buried inevitably.
In the case of adding piles, there was a problem that the length of each pile could not be so long, and the number of piles increased, which took a long time for the construction.
【0006】ところで、土留や建築物の基礎等とするた
めの埋設部材としてはH型鋼材や矢板型鋼材等も使用さ
れており、本願発明者は、かかるH型鋼材や矢板型鋼材
がその側面を挟持されるに充分な剛性を具えているとい
う点に着目した。[0006] By the way, H-shaped steel and sheet pile-type steel are also used as buried members to be used as foundations for earth retaining and building structures. We focused on the point that it had sufficient rigidity to be pinched.
【0007】[0007]
【課題を解決するための手段およびその作用・効果】こ
の発明は、上記の着目点に鑑みて前記課題を有利に解決
した埋設部材の埋め込み装置およびその装置用の挟持具
を提供するものであり、この発明の埋設部材の埋め込み
装置は、細長い埋設部材を上下方向に延在する状態に支
持する埋設部材支持部と、前記埋設部材支持部に支持さ
れた前記埋設部材を下向きに付勢して地盤中に押し込む
埋設部材付勢部と、を具えるものであって、前記埋設部
材支持部が、前記埋設部材の側面を挟持する埋設部材挟
持具と、その埋設部材挟持具を昇降可能に支持する挟持
具支持機構と、を具えており、前記埋設部材付勢部が、
前記埋設部材挟持具を下向きに付勢するものであること
を特徴としている。SUMMARY OF THE INVENTION The present invention provides an embedding device for an embedding member which advantageously solves the above-mentioned problems in view of the above-mentioned points of interest, and a holding tool for the device. The embedding member embedding device of the present invention includes an embedding member supporting portion that supports an elongated embedding member in a vertically extending state, and urges the embedding member supported by the embedding member supporting portion downward. A buried member urging portion to be pushed into the ground, wherein the buried member supporting portion supports the buried member holding device for holding the side surface of the buried member and the buried member holding device so as to be able to move up and down. And a holding device supporting mechanism, wherein the embedded member urging portion is
It is characterized in that the embedded member holding tool is urged downward.
【0008】かかる装置にあっては、埋設部材支持部の
埋設部材挟持具が埋設部材の側面を挟持することで、埋
設部材支持部が細長い埋設部材を上下方向に延在する状
態に支持し、その埋設部材挟持具を埋設部材付勢部が下
向きに付勢することで、埋設部材付勢部が埋設部材を下
向きに付勢して地盤中に押し込む。In such an apparatus, the buried member supporter of the buried member supporting portion holds the side surface of the buried member so that the buried member supporting portion supports the elongated buried member in a state of extending vertically. When the burying member urging unit urges the burying member holding tool downward, the burying member urging unit urges the burying member downward and pushes it into the ground.
【0009】従って、この発明の埋め込み装置によれ
ば、埋設部材支持部の埋設部材挟持具が埋設部材の側面
を挟持し、埋設部材付勢部はその埋設部材挟持具を下向
きに付勢するので、埋設部材付勢部を高い位置まで持ち
上げる必要がないことから装置の上下方向寸法を小さく
でき、それゆえ例えば地下室内等の上下方向の空間が少
ない場所でも施工を容易に行えるとともに、施工時に装
置の重心位置が低くなるので装置の転倒防止のための作
業も簡単になって装置の設置も容易に行うことができ
る。Therefore, according to the embedding device of the present invention, the burying member holding member of the burying member support portion holds the side surface of the burying member, and the burying member urging portion urges the burying member holding member downward. Since it is not necessary to raise the buried member urging portion to a high position, the vertical dimension of the device can be reduced, and therefore, the installation can be easily performed even in a place where the vertical space is small, such as an underground room, and at the time of the installation, Since the position of the center of gravity is lowered, the work for preventing the device from overturning is simplified, and the device can be easily installed.
【0010】さらに、この発明の埋め込み装置によれ
ば、上記のように装置の上下方向寸法を小さくできるこ
とから、装置全体としてバランスを取るために上部旋回
体の後部を重くしたり大きくしたりする必要がないの
で、装置全体を軽くかつ小さくでき、それゆえ、下部走
行体での走行の際の燃料費を節約できるとともに、狭い
現場での施工も容易に行うことができ、加えて、その構
成上から装置の上下方向寸法よりも長い埋設部材を埋設
できるので、埋設部材の継ぎ足し施工の場合に、一本当
たりの埋設部材の長さを長くして埋設部材の本数を少な
くすることができ、従って施工の時間を短縮することが
できる。Further, according to the embedding device of the present invention, since the vertical dimension of the device can be reduced as described above, it is necessary to make the rear portion of the upper revolving structure heavy or large in order to balance the entire device. As a result, the entire device can be made lighter and smaller, which saves fuel costs when traveling on the undercarriage and facilitates construction on narrow sites. Since the buried member longer than the vertical dimension of the device can be buried from the device, in the case of rebuilding of the buried member, the length of one buried member can be lengthened to reduce the number of buried members. Construction time can be shortened.
【0011】なお、この発明の埋め込み装置における前
記埋設部材挟持具は、例えばボルトで押圧して挟持部材
を埋設部材の側面に当接させるもの等、埋設部材の側面
を挟持し得るものであれば足りるが、好ましくは、前記
挟持具支持機構に支持されるとともに、前記埋設部材の
側面を囲繞する枠状をなすフレームと、前記埋設部材に
対する前記フレームの下降および上昇移動を、前記埋設
部材の側面に対する、前記フレームの内側に可動支持さ
れた挟持部材の接近および離間移動に変換することで、
前記埋設部材に対する前記フレームの下降移動により前
記挟持部材を前記埋設部材の側面へ向けて付勢して、前
記挟持部材により前記埋設部材の側面を挟持する埋設部
材挟持機構と、を具えるものとする。In the embedding apparatus according to the present invention, the burying member holding device may be any device that can hold the side surface of the buried member, such as a device that presses the holding member against the side surface of the burying member by pressing with a bolt. Sufficient, but preferably, a frame that is supported by the holding tool support mechanism and that forms a frame surrounding the side surface of the embedded member, and the lowering and rising movement of the frame with respect to the embedded member, the side surface of the embedded member By converting the approach and separation movement of the holding member movably supported inside the frame,
A burying member clamping mechanism for urging the holding member toward the side surface of the burying member by the downward movement of the frame with respect to the burying member, and holding the side surface of the burying member with the holding member. I do.
【0012】かかる埋設部材挟持具にあっては、フレー
ムが埋設部材の側面を囲繞して埋設部材を上下方向に延
在する状態に支持した状態で、そのフレームを埋設部材
に対して下降移動させると、埋設部材挟持機構が、その
フレームの下降移動を、埋設部材の側面に対する、フレ
ームの内側に可動支持された挟持部材の接近移動に変換
することで、その挟持部材を埋設部材の側面へ向けて付
勢して、その挟持部材により埋設部材の側面を挟持す
る。In such an embedded member holding device, the frame is moved down with respect to the embedded member while the frame surrounds the side surface of the embedded member and supports the embedded member in a vertically extending state. And the embedded member holding mechanism converts the downward movement of the frame into an approaching movement of the holding member movably supported inside the frame with respect to the side surface of the embedded member, thereby directing the holding member toward the side surface of the embedded member. And the side surface of the embedded member is held by the holding member.
【0013】従って、この埋設部材挟持具によれば、埋
設部材を施工位置で垂直に立った状態に支持した埋設部
材挟持具のフレームを埋設部材に対して下降移動させる
と、埋設部材挟持機構が挟持部材を埋設部材の側面へ向
けて付勢してその挟持部材により埋設部材の側面を挟持
するので、一旦挟持部材が埋設部材の側面に当接した後
は、埋設部材の地盤中への押し込みのために埋設部材付
勢部が埋設部材挟持具に下向きの付勢力を加えている限
り埋設部材挟持具が埋設部材を強固に挟持し続け、それ
ゆえ、比較的硬い地盤への施工の際にも、埋設部材の押
し込み中の、埋設部材の側面上での埋設部材挟持具の滑
りを有効に防止することができる。Therefore, according to this buried member holding device, when the frame of the buried member holding device which supports the buried member in a vertical position at the construction position is moved down with respect to the buried member, the buried member holding mechanism is provided. Since the holding member is urged toward the side surface of the buried member and the side surface of the buried member is held by the holding member, once the holding member contacts the side surface of the buried member, the buried member is pushed into the ground. As long as the buried member urging unit applies a downward biasing force to the buried member holding device, the buried member holding device continues to firmly hold the buried member, and therefore, when the buried member holding device is installed on relatively hard ground, Also, it is possible to effectively prevent the buried member holding tool from sliding on the side surface of the buried member while the buried member is being pushed.
【0014】また上記埋設部材挟持具にあっては、フレ
ームが埋設部材の側面を囲繞して埋設部材を上下方向に
延在する状態に支持した状態で、そのフレームを埋設部
材に対して上昇移動させると、埋設部材挟持機構が、そ
のフレームの上昇移動を、埋設部材の側面に対する、フ
レームの内側に可動支持された挟持部材の離間移動に変
換することで、埋設部材の側面の挟持状態を解除し、埋
設部材を解放する。In the above-mentioned buried member holding device, the frame is raised with respect to the buried member while the frame surrounds the side surface of the buried member and supports the buried member so as to extend in the vertical direction. Then, the embedded member holding mechanism converts the upward movement of the frame into a separation movement of the holding member movably supported inside the frame with respect to the side surface of the embedded member, thereby releasing the holding state of the side surface of the embedded member. Then, the embedded member is released.
【0015】従って、この埋設部材挟持具によれば、埋
設部材を施工位置で地盤中にある程度押し込んで埋設部
材挟持具が地面に近づいた時に、埋設部材挟持具を埋設
部材に沿って持ち上げるだけで挟持部材による挟持状態
を解除でき、そのようにして埋設部材挟持具を高い位置
に上げてから再び埋設部材挟持具を下降させれば、挟持
部材で埋設部材の高い位置の側面を再び挟持し得るの
で、これを繰り返すことで埋設部材挟持具を埋設部材か
ら全く外すことなしに長尺の埋設部材を連続的に地盤中
に押し込むことができ、それゆえ、装置の上下方向寸法
よりも長い埋設部材を埋設する際にも、その施工を極め
て円滑ならしめることができる。Therefore, according to this buried member holding device, when the buried member is pushed into the ground to some extent at the construction position and the buried member holding device approaches the ground, the buried member holding device is simply lifted along the buried member. If the holding state by the holding member can be released, and the embedded member holding device is raised to a high position in this way and then the embedded member holding device is lowered again, the holding member can again hold the side surface of the high position of the embedded member. Therefore, by repeating this, the long embedded member can be continuously pushed into the ground without completely removing the embedded member holding device from the embedded member, and therefore, the embedded member longer than the vertical dimension of the device. When buried, the construction can be extremely smooth.
【0016】ここで、前記埋設部材挟持具における前記
挟持部材は、前記フレームに一または複数可動支持され
て前記フレームとの間で前記埋設部材を挟持するもので
も良く、挟持部材を一つにすれば埋設部材挟持具の構造
を単純化でき、かつ埋設部材挟持具を安価に製造でき、
また挟持部材を複数にすれば、挟持力を高め得て極めて
硬い地盤中への施工も容易ならしめることができる。そ
して前記挟持部材を、前記フレームに複数可動支持され
て互いの共働により前記埋設部材を挟持するものとして
も良く、このようにすれば、さらに挟持力を高め得ると
ともに、埋設部材挟持具内での埋設部材の支持位置をず
らすことなしに埋設部材を挟持することができ、しか
も、円形断面の埋設部材のように互いに対向する二方向
からでは比較的挟持しずらい埋設部材でも多くの方向か
ら確実に挟持することができる。Here, the holding member in the holding member holding tool may be one or more movable supported by the frame to hold the holding member between the holding member and the frame. If it is possible to simplify the structure of the embedded member holding device, and to manufacture the embedded member holding device at low cost,
In addition, if a plurality of holding members are used, the holding force can be increased, and the installation on extremely hard ground can be facilitated. And the holding member may be a plurality of which are movably supported by the frame and cooperate with each other to hold the embedded member. In this case, the holding force can be further increased, and the holding member can be held within the embedded member holding tool. The embedded member can be sandwiched without shifting the supporting position of the embedded member of the embedded member, and moreover, the embedded member that is relatively difficult to sandwich from two directions facing each other like the embedded member having a circular cross section from many directions. It can be securely clamped.
【0017】また、前記埋設部材挟持具においては、前
記挟持部材を楔状のものとするとともに、前記埋設部材
挟持機構を、その楔状の挟持部材に摺接する傾斜したカ
ム面によりその挟持部材に対しフレームが相対的に下降
するにつれてその挟持部材を埋設部材へ向けて押圧する
機構としても良いが、より好ましくは、前記挟持部材
を、その側面の少なくとも一部に凸曲面を有して柱状を
なすものとし、前記埋設部材挟持機構を、前記挟持部材
の側面の凸曲面に対する中心軸線の位置から外れてその
中心軸線と平行に延在する水平な直線上の位置で前記挟
持部材を前記フレームに回動可能に偏心支持する機構と
する。In the embedment member holding device, the holding member may be wedge-shaped, and the burying member holding mechanism may be framed with respect to the holding member by an inclined cam surface slidably contacting the wedge-shaped holding member. May be a mechanism for pressing the holding member toward the buried member as it relatively descends, but more preferably, the holding member has a columnar shape having a convex curved surface on at least a part of its side surface. Rotating the holding member to the frame at a position on a horizontal straight line extending from the position of the center axis with respect to the convex curved surface of the side surface of the holding member and extending parallel to the center axis. A mechanism that supports eccentricity as much as possible
【0018】かかる楔や偏心輪の原理を用いた機構によ
れば、埋設部材挟持具を下向きに付勢する力を増力して
埋設部材の挟持力とすることができるので、埋設部材の
側面上での埋設部材挟持具の滑りをより確実に防止する
ことができ、ここで特に上記凸曲面を有して柱状をなす
挟持部材による偏心輪の原理を用いた機構によれば、フ
レームにより挟持部材を可動支持する構造を簡易なもの
とし得て、埋設部材挟持具の製造やメンテナンスを容易
ならしめることができる。According to the mechanism using the principle of the wedge or the eccentric ring, the force for urging the embedded member holding tool downward can be increased to be the holding force of the embedded member. According to the mechanism using the principle of the eccentric ring by the columnar holding member having the above-mentioned convex curved surface, the holding member can be more reliably prevented from slipping by the holding member. The structure for movably supporting the embedded member can be simplified, and the production and maintenance of the embedded member holding tool can be facilitated.
【0019】さらに、この発明の埋め込み装置における
前記埋設部材付勢部は、圧搾空気でハンマーを昇降駆動
して前記ハンマーの慣性力で下向きの衝撃力を生じさ
せ、その衝撃力で前記埋設部材挟持具を下向きに付勢す
る、いわゆるエアハンマーでも良く、かかるエアハンマ
ーによれば、硬い地盤への埋設部材の施工を容易に行う
ことができる。またこの発明の埋め込み装置における前
記埋設部材付勢部は、前記挟持具支持機構に支持される
とともに液圧でピストンを押圧して下向きの押圧力を生
じさせ、その押圧力で前記埋設部材挟持具を下向きに付
勢する、いわゆる液圧式圧入機でも良く、かかる液圧式
圧入機によれば、比較的軟らかい地盤への埋設部材の施
工時に低騒音でその施工を行うことができる。Further, in the embedding device of the present invention, the embedding member urging portion drives the hammer up and down by compressed air to generate a downward impact force by the inertia force of the hammer, and the impulsive force causes the embedding member to be clamped. A so-called air hammer that urges the tool downward may be used. According to such an air hammer, the embedding member can be easily installed on hard ground. Further, in the embedding device of the present invention, the burying member urging portion is supported by the holding device support mechanism and presses the piston with hydraulic pressure to generate a downward pressing force, and the pressing force causes the burying member holding device to A hydraulic press-fitting machine which urges downwards may be used. According to such a hydraulic press-fitting machine, the construction can be performed with low noise when the buried member is constructed on a relatively soft ground.
【0020】そして、この発明の埋め込み装置は、前記
埋設部材として、側面を挟持されるのに充分な剛性を持
つH型鋼材や矢板型鋼材を埋設するのに特に適している
が、これに限られるものでなく、例えば比較的軟らかい
地盤への埋設部材の施工等では、前記埋設部材としてコ
ンクリート杭を埋設することもできる。The embedding device of the present invention is particularly suitable for embedding an H-shaped steel or a sheet pile-type steel having sufficient rigidity so that the side surface can be clamped as the embedding member. For example, in the case of construction of a buried member on relatively soft ground, a concrete pile can be buried as the buried member.
【0021】また、上述した埋設部材の埋め込み装置用
のこの発明の埋設部材挟持具は、前記挟持具支持機構に
支持されるとともに、前記埋設部材の側面を囲繞する枠
状をなすフレームと、前記埋設部材に対する前記フレー
ムの下降および上昇移動を、前記埋設部材の側面に対す
る、前記フレームの内側に可動支持された挟持部材の接
近および離間移動に変換することで、前記埋設部材に対
する前記フレームの下降移動により前記挟持部材を前記
埋設部材の側面へ向けて付勢して、前記挟持部材により
前記埋設部材の側面を挟持する埋設部材挟持機構と、を
具えることを特徴としている。The burying member holding device of the present invention for the burying member embedding device described above is supported by the holding device support mechanism and has a frame shape surrounding a side surface of the burying member. By converting the lowering and raising movement of the frame with respect to the buried member into the approaching and separating movement of the holding member movably supported inside the frame with respect to the side surface of the burying member, the lowering movement of the frame with respect to the burying member And a burying member clamping mechanism for urging the holding member toward the side surface of the embedded member to hold the side surface of the embedded member by the holding member.
【0022】そしてこの埋設部材挟持具においては、上
述した埋設部材の埋め込み装置におけると同様、前記挟
持部材は、前記フレームに一または複数可動支持されて
前記フレームとの間で前記埋設部材を挟持するものでも
良く、前記フレームに複数可動支持されて互いの共働に
より前記埋設部材を挟持するものでも良い。また前記挟
持部材を、側面の少なくとも一部に凸曲面を有して柱状
をなすものとするとともに、前記埋設部材挟持機構を、
前記挟持部材の側面の凸曲面に対する中心軸線の位置か
ら外れてその中心軸線と平行に延在する水平な直線上の
位置で前記挟持部材を前記フレームに回動可能に偏心支
持する機構としても良い。In this embedded member holding device, as in the above-described embedded member embedding device, the holding member is movably supported by one or more of the frame and holds the embedded member between the frame and the frame. The frame may be a plurality of which are movably supported by the frame and cooperate with each other to clamp the embedded member. In addition, the holding member has a columnar shape having a convex curved surface on at least a part of a side surface, and the embedded member holding mechanism includes:
A mechanism may be provided for eccentrically supporting the holding member to the frame at a position on a horizontal straight line extending from the position of the center axis with respect to the convex curved surface of the side surface of the holding member and parallel to the center axis. .
【0023】さらにこの埋設部材挟持具においては、上
述した埋設部材の埋め込み装置におけると同様、前記埋
設部材は、H型鋼材であっても良く、矢板型鋼材であっ
ても良い。Further, in this embedded member holding device, the embedded member may be an H-shaped steel material or a sheet pile type steel material as in the above-described embedded member embedding device.
【0024】かかる埋設部材挟持具によれば、上述した
この発明の埋設部材の埋め込み装置の作用効果をもたら
すことができる。According to such an embedded member holding tool, it is possible to bring about the operation and effect of the above-described embedded member embedding device of the present invention.
【0025】[0025]
【発明の実施の形態】以下に、この発明の実施の形態を
実施例によって、図面に基づき詳細に説明する。ここに
図1は、この発明の埋設部材の埋め込み装置の一実施例
の全体を示す側面図であり、この実施例の装置は、細長
い埋設部材としてのH型鋼材(いわゆるH鋼)1を上下
方向に延在する状態すなわち垂直に立った状態に支持す
る埋設部材支持部2と、その埋設部材支持部2に支持さ
れたH型鋼材1を下向きに付勢して地盤3中に押し込む
埋設部材付勢部としてのエアハンマー4とを具えるとと
もに、さらに、それら埋設部材支持部2とエアハンマー
4とをフロントアタッチメントとしてブーム5の先端部
で支持する上部旋回体6と、その上部旋回体6を支持し
て走行するクローラ式の下部走行体7とを具えて、いわ
ゆるパワーショベルを構成している。Embodiments of the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 is a side view showing an entire embodiment of an embedding member embedding device of the present invention. The device of this embodiment vertically moves an H-shaped steel material (so-called H steel) 1 as an elongated embedding member. A buried member supporting portion 2 which supports the H-shaped steel member 1 supported by the buried member supporting portion 2 in a state extending in the direction, that is, in a vertically standing state, and urges the H-shaped steel material 1 downward to be pushed into the ground 3. An upper revolving body 6 that includes an air hammer 4 as a biasing portion, and further supports the embedded member support portion 2 and the air hammer 4 at the distal end of a boom 5 as a front attachment; And a crawler-type lower traveling body 7 that travels while supporting the vehicle.
【0026】この実施例の埋め込み装置におけるエアハ
ンマー4は、内蔵するハンマーを圧搾空気で昇降駆動し
てハンマーの慣性力で下向きの衝撃力を生じさせ、その
衝撃力でH型鋼材1を下向きに付勢して地盤3中に打ち
込む公知のものであり、このエアハンマー4としては、
本願出願人が商品名「グルンドラム」として市販してい
るものを用いることができる。なお、この実施例ではエ
アハンマー4を用いているが、地盤3がそれほど硬くな
い場合には埋設部材付勢部として、公知の油圧式圧入機
を用いても良く、この圧入機は、上記埋設部材支持部2
に支持されるとともに油圧でピストンを押圧して下向き
の押圧力を生じさせ、その押圧力でH型鋼材1を下向き
に付勢して地盤3中に打ち込む。この場合には、H型鋼
材1からの反力は埋設部材支持部2が支持することにな
る。The air hammer 4 in the embedding apparatus of this embodiment drives the built-in hammer up and down by compressed air to generate a downward impact force by the inertia force of the hammer, and the H-shaped steel material 1 is downwardly moved by the impact force. The air hammer 4 is a known one that is urged and driven into the ground 3.
What is marketed by the present applicant under the trade name “Grundrum” can be used. In this embodiment, the air hammer 4 is used. However, when the ground 3 is not so hard, a known hydraulic press-fitting machine may be used as the embedding member urging portion. Member support 2
And presses the piston with hydraulic pressure to generate a downward pressing force. The pressing force urges the H-shaped steel material 1 downward and drives it into the ground 3. In this case, the reaction force from the H-shaped steel material 1 is supported by the embedded member support 2.
【0027】図2〜図4は、上記実施例における埋設部
材支持部2とエアハンマー4とを拡大して示す図であ
り、図2に示す如く、埋設部材支持部2は、H型鋼材1
の側面を挟持する埋設部材挟持具8と、その埋設部材挟
持具8を昇降可能に支持する挟持具支持機構9とを具え
ており、ここにおける埋設部材挟持具8はエアハンマー
4の下端に一体的に結合され、挟持具支持機構9はその
エアハンマー4の側部を支持することでエアハンマー4
を介して埋設部材挟持具8を支持している。すなわち挟
持具支持機構9は、図2に示すように、ブーム5の先端
部に装着された角柱状のリーダー10と、エアハンマー4
の側面に固定されたサポートブラケット11とを具えてお
り、図3および図4にも示すように、リーダー10はその
両側面にそれらに沿って延在するガイドレール12を有
し、サポートブラケット11はそれらのガイドレール12に
摺動自在に嵌合し得る内向きの溝13を有しており、それ
らガイドレール12と溝13との嵌合により、リーダー10は
サポートブラケット11ひいてはエアハンマー4を昇降可
能に支持し、これにより挟持具支持機構9は埋設部材挟
持具8を昇降可能に支持している。FIGS. 2 to 4 are enlarged views of the buried member supporting portion 2 and the air hammer 4 in the above embodiment. As shown in FIG.
And a holding member support mechanism 9 for supporting the embedded member holding member 8 so that the embedded member holding member 8 can be raised and lowered. The embedded member holding member 8 is integrated with the lower end of the air hammer 4. The holding device support mechanism 9 supports the side portion of the air hammer 4 so that the air hammer 4
The supporting member 8 is supported via the embedded member. That is, as shown in FIG. 2, the holding tool support mechanism 9 includes a prismatic leader 10 attached to the tip of the boom 5 and an air hammer 4.
3 and 4, the leader 10 has guide rails 12 extending along them on both side surfaces thereof. Has an inward groove 13 which can be slidably fitted to the guide rails 12, and by the engagement between the guide rails 12 and the grooves 13, the leader 10 allows the support bracket 11 and thus the air hammer 4 The holder support mechanism 9 supports the embedded member holder 8 so as to be able to move up and down.
【0028】なお、この実施例では、図1に示すよう
に、ブーム5上に油圧モーター駆動のウインチ14を設け
てあり、このウインチ14は、埋設部材挟持具8にH型鋼
材1をセットする際にH型鋼材1を吊り上げるととも
に、H型鋼材1の打ち込みの際に埋設部材挟持具8をH
型鋼材1の上端部付近の打ち込み開始高さまで吊り上げ
る役割を果たす。In this embodiment, as shown in FIG. 1, a winch 14 driven by a hydraulic motor is provided on the boom 5, and the winch 14 sets the H-shaped steel material 1 on the holding member holding tool 8. At the same time, the H-shaped steel material 1 is lifted, and at the time of driving the H-shaped steel material 1,
It plays a role of lifting up to the driving start height near the upper end of the shaped steel material 1.
【0029】この一方埋設部材挟持具8は、図2〜図4
に示すように、エアハンマー4の下端に一体的に固定さ
れた天板15と、その天板15の両側部付近の下面に縦に固
定された側板16と、それらの側板16の前端に縦に固定さ
れた前板17とで構成されたフレーム18を具えている。こ
のフレーム18の天板15の前端部付近の下面には、H字形
に組んだクランパホルダ19が固定されており、そのクラ
ンパホルダ19および天板15の前端部と、両方の側板16
と、前板17とは、H型鋼材1を縦に挿通され得る枠状を
なしている。On the other hand, the embedded member holding tool 8 is shown in FIGS.
As shown in FIG. 2, a top plate 15 integrally fixed to the lower end of the air hammer 4, a side plate 16 vertically fixed to the lower surface near both sides of the top plate 15, and a vertical end on the front end of the side plate 16 And a front plate 17 fixed to the frame 18. An H-shaped clamper holder 19 is fixed to the lower surface of the frame 18 near the front end of the top plate 15. The front ends of the clamper holder 19 and the top plate 15 and both side plates 16 are fixed.
The front plate 17 has a frame shape through which the H-shaped steel material 1 can be vertically inserted.
【0030】また、上記フレーム18の両方の側板16の内
側にはそれぞれ、コ字状の案内板20が互いに向き合わさ
れて配置されており、これらの案内板20は、互いの接近
および離間方向へ摺動自在に側板16に嵌め合わされてい
る。そして両方の側板16にはそれぞれ、案内板20の背面
に当接してその後退移動を規制するストッパボルト21が
螺着されており、側板16の内側へのこれらのストッパボ
ルト21の突出長さを適宜調節することにより、案内板20
は適宜位置決めされて、フレーム18内に挿通されてそれ
らの案内板20間に位置するH型鋼材1の、フレーム18に
対する昇降移動を実質的に遊び無くかつ円滑に案内す
る。Also, inside the both side plates 16 of the frame 18, U-shaped guide plates 20 are arranged facing each other, and these guide plates 20 are moved in the approaching and separating directions from each other. It is slidably fitted to the side plate 16. Stopper bolts 21 that abut against the back surface of the guide plate 20 and restrict retreat are screwed to both the side plates 16, respectively, and the projecting lengths of the stopper bolts 21 into the side plate 16 are adjusted. The guide plate 20 can be adjusted appropriately.
Is appropriately positioned, and guides the lifting and lowering movement of the H-shaped steel material 1 inserted between the guide plates 20 between the guide plates 20 with respect to the frame 18 substantially without play and smoothly.
【0031】図5は、上記フレーム18の天板15の下面に
固定されたクランパホルダ19を拡大して示し、この実施
例ではそのクランパホルダ19の、上記両方の側板16にそ
れぞれ嵌め合わされた二枚の案内板20に近接する両端部
の内側にそれぞれ、挟持部材としての円柱状のクランパ
22が、その中心軸線が水平にかつ案内板20に平行に延在
する向きで配置されており、これら二個のクランパ22
は、図5に示すように、案内板20間に位置するH型鋼材
1のフランジ部1aの内側面1bからそのクランパ22の外周
面22a が離間する、図5中仮想線位置における中心軸線
の位置aよりも上でかつH型鋼材1のフランジ部内側面
1bに近づく位置にてその中心軸線と平行に延在する支持
軸23により、各々回動自在にクランパホルダ19に偏心支
持されて、H型鋼材挟持機構24を構成している。FIG. 5 is an enlarged view of the clamper holder 19 fixed to the lower surface of the top plate 15 of the frame 18, and in this embodiment, two clamps of the clamper holder 19 fitted to the both side plates 16 respectively. A cylindrical clamper as a holding member is provided inside each of the two ends adjacent to the two guide plates 20.
The two clampers 22 are arranged so that their central axes extend horizontally and parallel to the guide plate 20.
5, the outer peripheral surface 22a of the clamper 22 is separated from the inner surface 1b of the flange portion 1a of the H-shaped steel member 1 located between the guide plates 20, and the center axis at the imaginary line position in FIG. Above the position a and the inner surface of the flange portion of the H-shaped steel 1
A support shaft 23 extending parallel to the central axis at a position approaching 1b is eccentrically supported by the clamper holder 19 so as to be rotatable, thereby constituting an H-shaped steel material holding mechanism 24.
【0032】かかるH型鋼材挟持機構24にあっては、ク
ランパ22が上記仮想線位置から、図5中左側のものでは
時計方向へ、また右側のものでは反時計方向へそれぞれ
支持軸23周りに回動すると、それぞれH型鋼材1のフラ
ンジ部内側面1bに接近して、同図中実線で示す位置まで
回動するとそれらの内側面1bに接触する。そしてこの接
触状態でH型鋼材1に対しフレーム18を下降移動させる
と、そのH型鋼材1のフランジ部内側面1bに外周面22a
で各々接触している二個のクランパ22が、上記回動方向
へそれぞれ更に回動してH型鋼材1のフランジ部内側面
1bに対する接近方向へ更に移動し、それらのフランジ部
内側面1bに各々当接させられていわゆる食いつき状態と
なり、H型鋼材1のフランジ部1aをその外側面1cに対向
する上記位置決めされた案内板20との共働で挟持する。In the H-shaped steel material holding mechanism 24, the clamper 22 is moved around the support shaft 23 from the imaginary line position in the clockwise direction on the left side and in the counterclockwise direction on the right side in FIG. When turned, they approach the inner surface 1b of the flange portion of the H-shaped steel material 1 respectively, and when they turn to the position shown by the solid line in FIG. When the frame 18 is moved downward with respect to the H-shaped steel material 1 in this contact state, the outer peripheral surface 22a is formed on the inner surface 1b of the flange portion of the H-shaped steel material 1.
The two clampers 22 that are in contact with each other further rotate in the above-mentioned rotation direction, respectively, and
The H-shaped steel member 1 is further moved in the approaching direction with respect to the flange 1b, and is brought into contact with the inner surfaces 1b of the flanges to form a so-called biting state. And cooperate with it.
【0033】この一方上記挟持状態からH型鋼材1に対
しフレーム18を上昇移動させると、そのH型鋼材1のフ
ランジ部内側面1bに外周面22a で各々当接している二個
のクランパ22は、上記回動方向と反対の方向へそれぞれ
回動してH型鋼材1のフランジ部内側面1bに対する離間
方向へ移動し、それらのフランジ部内側面1bに食いつい
た状態ひいてはそれらの内側面1bの挟持状態を解除され
て、H型鋼材1を解放する。なお、この実施例では、H
型鋼材1の挟持の際にH型鋼材1のフランジ部内側面1b
へのクランパ22の食いつきを助けるためおよび、H型鋼
材1の解放の際にきつく食いつき過ぎているクランパ22
を緩めるため、補助的にレバー25が各クランパ22に突設
されており、これらのレバー25は、自重で下降すること
でクランパ22をフランジ部内側面1bに対する当接方向へ
回動させることができ、またそれを作業者が工具等で叩
いたりこじったりすることでクランパ22を所要の方向へ
回動させることができる。On the other hand, when the frame 18 is moved upward with respect to the H-shaped steel material 1 from the above-described sandwiched state, the two clampers 22 that are in contact with the inner surface 1b of the flange portion of the H-shaped steel material 1 at the outer peripheral surface 22a respectively become The H-shaped steel material 1 is rotated in a direction opposite to the above-described rotation direction, moves in a direction away from the inner surface 1b of the flange portion of the H-shaped steel material 1, and cuts into the inner surface 1b of the flange portion, and furthermore, clamps the inner surface 1b. It is released and the H-shaped steel 1 is released. In this embodiment, H
The inner surface 1b of the flange portion of the H-shaped steel material 1 when holding the shaped steel material 1
To help the clamper 22 bite into the clamper 22 and to release the H-shaped steel material 1 too tightly.
In order to loosen the levers, levers 25 are protrudingly provided on the respective clampers 22.These levers 25 can be lowered by their own weight to rotate the clampers 22 in the contact direction with respect to the flange inner surface 1b. When the operator hits or pryes it with a tool or the like, the clamper 22 can be rotated in a required direction.
【0034】図6は、上記のように構成されたこの実施
例の埋め込み装置による地盤3中への複数本のH型鋼材
1の継ぎ杭打ち込み施工工程を図1とともに示してお
り、この施工工程では先ず、図1中矢印で示すように、
ブーム5のウインチ14で、鋼材置場に準備しておいたH
型鋼材1を埋設部材挟持具8の上方に吊り上げてから降
ろして、H型鋼材1を埋設部材挟持具8のフレーム18内
に挿通させ、次いでストッパボルト21の突出長さを調節
することにより案内板20をH型鋼材1に密接させて位置
決めしてから、その状態で下部走行体7により装置全体
を適宜移動させてH型鋼材1を所定の埋設位置に位置さ
せ、その位置でウインチ14によりH型鋼材1を地盤3上
に降ろすとともにリーダー10を垂直に立てて、埋設部材
挟持具8によりH型鋼材1を垂直に保持する。FIG. 6 shows, together with FIG. 1, a process of driving a plurality of H-shaped steel materials 1 into the ground 3 by the embedding apparatus of this embodiment configured as described above. First, as shown by the arrow in FIG.
At the winch 14 of the boom 5, the H prepared in the steel yard
The H-shaped steel member 1 is inserted into the frame 18 of the embedded member holding member 8 by lifting the mold steel member 1 above the embedded member holding member 8 and then lowered, and then guided by adjusting the projecting length of the stopper bolt 21. After positioning the plate 20 in close contact with the H-shaped steel material 1, the entire apparatus is appropriately moved by the lower traveling body 7 in that state to position the H-shaped steel material 1 at a predetermined embedding position. The H-shaped steel material 1 is lowered on the ground 3 and the leader 10 is set upright, and the H-shaped steel material 1 is held vertically by the embedded member clamping tool 8.
【0035】次いで図6(a)に示すように、ウインチ
14で一旦埋設部材挟持具8をH型鋼材1の上端部付近ま
で吊り上げて、その位置で、レバー25の自重でのクラン
パ22の回動により、あるいはそれに伴う作業者の補助作
業により、各クランパ22をH型鋼材1のフランジ部内側
面1bに接触させ、より好ましくはある程度当接させて食
いつかせ、その状態でウインチ14を多少緩めるとともに
エアハンマー4を作動させることにより埋設部材挟持具
8をH型鋼材1に対し下降させて、埋設部材挟持具8に
H型鋼材1を確実に挟持させる。その後は、ウインチ14
を緩めた状態でエアハンマー4を作動させることで、同
図(a)中矢印で示すように、挟持具支持機構9および
埋設部材挟持具8によりH型鋼材1を垂直に保持しつ
つ、そのH型鋼材1をエアハンマー4の衝撃力で地盤3
中に打ち込んでゆく。Next, as shown in FIG.
At 14, the embedded member holding tool 8 is temporarily lifted up to the vicinity of the upper end of the H-shaped steel material 1, and at that position, the clamper 22 is rotated by its own weight of the lever 25, or by the auxiliary work of the worker accompanying the clamper. 22 is brought into contact with the inner surface 1b of the flange portion of the H-shaped steel material 1, and more preferably, is brought into contact with the H-shaped steel material 1 to a certain extent. The H-shaped steel material 1 is securely held by the embedded member holding tool 8 by being lowered with respect to the shaped steel material 1. After that, winch 14
By operating the air hammer 4 in a state in which the H-shaped steel material 1 is held vertically by the holding tool support mechanism 9 and the embedded member holding tool 8 as shown by the arrow in FIG. H-shaped steel 1 is ground 3 by the impact force of air hammer 4
Drive into it.
【0036】しかして一本目のH型鋼材1を図6(b)
に示すようにその上端部を残して埋設したら、上記と同
様にしてウインチ14で二本目のH型鋼材1をその埋設し
た一本目のH型鋼材1上に載置し、次いで、同図(c)
に示すようにウインチ14で一旦埋設部材挟持具8をその
二本目のH型鋼材1の上端部付近まで吊り上げてからそ
れら一本目と二本目のH型鋼材1を溶接あるいは継ぎ板
等により接合し、もしくは、埋設部材挟持具8が一本目
のH型鋼材1の位置にある状態でそれら一本目と二本目
のH型鋼材1を溶接あるいは継ぎ板等により接合してか
ら、案内板20とH型鋼材1との隙間を広げて鋼材間の継
ぎ目を通り易くしておいてウインチ14で埋設部材挟持具
8をその二本目のH型鋼材1の上端部付近まで吊り上げ
る。FIG. 6B shows the first H-shaped steel material 1.
When the second H-shaped steel material 1 is buried leaving the upper end portion as shown in FIG. 3, the second H-shaped steel material 1 is placed on the first H-shaped steel material 1 by using the winch 14 in the same manner as described above. c)
As shown in (1), the embedded member clamper 8 is temporarily lifted to the vicinity of the upper end of the second H-shaped steel material 1 by the winch 14, and then the first and second H-shaped steel materials 1 are joined by welding or a joint plate. Alternatively, the first and second H-shaped steel members 1 may be welded or joined by a joint plate or the like in a state where the embedded member clamping device 8 is at the position of the first H-shaped steel member 1, and then the guide plate 20 and H The buried member holding device 8 is lifted by the winch 14 to a position near the upper end of the second H-shaped steel material 1 by widening the gap between the steel material 1 and the seam between the steel materials.
【0037】しかる後、図6(c)中矢印で示すよう
に、先の一本目のH型鋼材1の場合と同様にしてその二
本目のH型鋼材1をエアハンマー4の衝撃力で地盤3中
に打ち込んでゆき、かかる作業を繰り返すことで、所定
本数のH型鋼材1のうち最後のものの打ち込みが同図
(d)に示すように終わったら、ウインチ14で埋設部材
挟持具8を吊り上げてその最後のH型鋼材1の上端部か
ら抜き取る。なお、施工仕様上から最後のH型鋼材1を
地面近くまでさらに打ち込む必要がある場合には、埋設
部材挟持具8の下端に底板を取り付けて、その底板を介
して従来の埋め込み装置のようにその最後のH型鋼材1
の上端にエアハンマー4の衝撃力を与えれば良く、この
ようにすれば、最後のH型鋼材1を地面近くまで、さら
には地面より低くまで打ち込むことができる。Then, as shown by the arrow in FIG. 6C, the second H-shaped steel 1 is ground by the impact force of the air hammer 4 in the same manner as in the case of the first H-shaped steel 1. 3 and by repeating this operation, when the driving of the last one of the predetermined number of H-shaped steel members 1 is completed as shown in FIG. The last H-shaped steel material 1 is removed from the upper end. When it is necessary to further drive the last H-shaped steel material 1 close to the ground from the construction specifications, a bottom plate is attached to the lower end of the burying member holding device 8, and the bottom plate is inserted through the bottom plate as in a conventional embedding device. The last H-shaped steel 1
The impact force of the air hammer 4 may be applied to the upper end of the H-shaped steel material 1. In this way, the last H-shaped steel material 1 can be driven close to the ground and even lower than the ground.
【0038】かくしてこの実施例の埋め込み装置によれ
ば、埋設部材支持部2の埋設部材挟持具8がH型鋼材1
の側面を挟持し、エアハンマー4がその埋設部材挟持具
6を下向きに付勢するので、エアハンマー4をH型鋼材
1の上方の高い位置まで持ち上げる必要がないことから
装置の上下方向寸法を小さくでき、それゆえ例えば地下
室内等の上下方向の空間が少ない場所でも施工を容易に
行えるとともに、施工時に装置の重心位置が低くなるの
で装置の転倒防止のための作業も簡単になって装置の設
置も容易に行うことができる。Thus, according to the embedding device of this embodiment, the embedded member holding member 8 of the embedded member support portion 2 is made of the H-shaped steel 1
And the air hammer 4 urges the buried member holding tool 6 downward, so that it is not necessary to lift the air hammer 4 to a high position above the H-shaped steel material 1. It can be made smaller, so that it can be easily installed even in places where there is little vertical space, such as underground rooms, etc., and since the center of gravity of the equipment is lowered at the time of installation, the work to prevent the equipment from overturning becomes simpler, and Installation can be performed easily.
【0039】さらに、この実施例の埋め込み装置によれ
ば、上記のように装置の上下方向寸法を小さくできるこ
とから、装置全体としてバランスを取るために上部旋回
体6の後部を重くしたり大きくしたりする必要がないの
で、装置全体を軽くかつ小さくでき、それゆえ、下部走
行体7での走行の際の燃料費を節約できるとともに、狭
い現場での施工も容易に行うことができ、加えて、その
構成上から装置の上下方向寸法よりも長いH型鋼材1を
埋設できるので、H型鋼材1の継ぎ足し施工の場合に、
上記ウインチ14でなく別途のクレーン等を用いてH型鋼
材1を埋設部材挟持具8内にセットすることで、一本当
たりのH型鋼材1の長さを長くしてH型鋼材1の本数を
少なくすることができ、従ってかかる場合に施工の時間
を短縮することができる。Further, according to the embedding device of this embodiment, since the vertical size of the device can be reduced as described above, the rear portion of the upper revolving unit 6 may be made heavy or large in order to balance the entire device. Since there is no need to perform the operation, the entire apparatus can be made lighter and smaller, so that fuel cost when traveling on the lower traveling body 7 can be saved, and construction on a narrow site can be easily performed. Since the H-shaped steel material 1 longer than the vertical dimension of the device can be buried from the configuration, when the H-shaped steel material 1 is added,
By setting the H-shaped steel material 1 in the buried member holding tool 8 using a separate crane or the like instead of the winch 14, the length of each H-shaped steel material 1 is increased and the number of H-shaped steel materials 1 is increased. Can be reduced, and in such a case, the construction time can be shortened.
【0040】さらに、この実施例の埋め込み装置におけ
る埋設部材挟持具8によれば、H型鋼材1を施工位置で
垂直に立った状態に支持した埋設部材挟持具8のフレー
ム18をH型鋼材1に対して下降移動させると、埋設部材
挟持機構24がクランパ22をH型鋼材1の側面へ向けて付
勢してそのクランパ22によりH型鋼材1の側面を挟持す
るので、一旦クランパ22がH型鋼材1の側面に当接した
後は、H型鋼材1の地盤3中への打ち込みのためにエア
ハンマー4が埋設部材挟持具8に下向きの付勢力を加え
ている限り埋設部材挟持具8がH型鋼材1を強固に挟持
し続け、それゆえ、比較的硬い地盤への施工の際にも、
H型鋼材1の打ち込み中におけるH型鋼材1の側面上で
の埋設部材挟持具8の滑りを有効に防止することができ
る。Further, according to the embedding member holding device 8 in the embedding device of this embodiment, the frame 18 of the embedding member holding device 8 supporting the H-shaped steel material 1 in a vertical position at the construction position is connected to the H-shaped steel material 1. , The embedded member clamping mechanism 24 urges the clamper 22 toward the side surface of the H-shaped steel material 1 and clamps the side surface of the H-shaped steel material 1 by the clamper 22. After contacting the side surface of the mold steel 1, as long as the air hammer 4 applies a downward urging force to the embedding member clamping device 8 for driving the H-shaped steel material 1 into the ground 3, the burying member clamping device 8 Continues to hold the H-shaped steel 1 firmly, and therefore, even when working on relatively hard ground,
It is possible to effectively prevent the embedded member holding member 8 from sliding on the side surface of the H-shaped steel material 1 during the driving of the H-shaped steel material 1.
【0041】また上記埋設部材挟持具8によれば、H型
鋼材1を施工位置で地盤3中にある程度打ち込んで埋設
部材挟持具8が地面に近づいた時に、埋設部材挟持具8
をH型鋼材1に沿って持ち上げるだけでクランパ22によ
る挟持状態を解除でき、そのようにして埋設部材挟持具
8を高い位置に上げてから再び埋設部材挟持具8を下降
させれば、クランパ22でH型鋼材1の高い位置の側面を
再び挟持し得るので、これを繰り返すことで埋設部材挟
持具8をH型鋼材1から全く外すことなしに長尺のH型
鋼材1を連続的に地盤中に打ち込むことができ、それゆ
え、装置の上下方向寸法よりも長いH型鋼材1を埋設す
る際にも、その施工を極めて円滑ならしめることができ
る。Further, according to the embedded member holding device 8, when the H-shaped steel material 1 is driven into the ground 3 to some extent at the construction position and the embedded member holding device 8 approaches the ground, the embedded member holding device 8
Is lifted along the H-shaped steel member 1 to release the clamping state by the clamper 22. In this manner, the embedded member clamping device 8 is raised to a high position, and then the embedded member clamping device 8 is lowered again. , The side surface of the H-shaped steel material 1 at a high position can be clamped again. By repeating this, the long H-shaped steel material 1 can be continuously ground without removing the embedded member clamping tool 8 from the H-shaped steel material 1 at all. Therefore, even when the H-shaped steel material 1 longer than the vertical dimension of the device is buried, the work can be extremely smoothly performed.
【0042】しかも上記埋設部材挟持具8によれば、二
個のクランパ22がフレーム18に可動支持されて、案内板
20を介しフレーム18との間でH型鋼材1を挟持するの
で、挟持力を充分高め得て極めて硬い地盤中への施工も
容易ならしめることができる。また上記埋設部材挟持具
8によれば、クランパ22を、その側面全体が凸曲面を持
つように円柱状をなすものとし、埋設部材挟持機構24が
支持軸23によって、クランパ22をフレーム18に回動可能
に偏心支持するので、埋設部材挟持具8を下向きに付勢
する力を増力してH型鋼材1の挟持力とし得て、H型鋼
材1の側面上での埋設部材挟持具8の滑りをより確実に
防止することができ、しかも、フレーム18によりクラン
パ22を可動支持する構造を簡易なものとし得て、埋設部
材挟持具8の製造やメンテナンスを容易ならしめること
ができる。Further, according to the embedded member holding device 8, the two clampers 22 are movably supported by the frame 18, and the guide plate
Since the H-shaped steel material 1 is clamped between the frame 18 and the frame 18, the clamping force can be sufficiently increased, and construction on extremely hard ground can be facilitated. Further, according to the embedded member holding tool 8, the clamper 22 is formed in a cylindrical shape so that the entire side surface has a convex curved surface, and the embedded member holding mechanism 24 rotates the clamper 22 to the frame 18 by the support shaft 23. Since it is eccentrically supported movably, the force for urging the embedded member holding member 8 downward can be increased to be the holding force of the H-shaped steel member 1, and the embedded member holding member 8 on the side surface of the H-shaped steel member 1 can be increased. Slippage can be more reliably prevented, and the structure in which the clamper 22 is movably supported by the frame 18 can be simplified, thereby facilitating the manufacture and maintenance of the embedded member clamp 8.
【0043】以上、図示例に基づき説明したが、この発
明は上述の例に限定されるものでなく、例えば挟持部材
を、フレームに一つだけ可動支持されてそのフレームと
の間で埋設部材の側面を挟持するものとしても良く、か
かる場合として本願発明者は先の実施例で片方のクラン
パ22を除いた埋設部材挟持具8についてもH型鋼材1の
打ち込み試験を実施したが、残りの一個のクランパ22だ
けを有する埋設部材挟持具8でも、充分堅固にH型鋼材
1を挟持し得て、地盤中へのH型鋼材1の打ち込みを充
分行えることが判明した。また挟持部材は、フレームに
複数可動支持されて互いの共働により埋設部材を挟持す
るものとしても良い。さらに例えば、挟持部材を楔状の
ものとするとともに、埋設部材挟持機構を、その楔状の
挟持部材に摺接する傾斜したカム面により、その挟持部
材に対しフレームが相対的に下降するにつれてその挟持
部材を埋設部材へ向けて押圧する機構としても良い。Although the present invention has been described with reference to the illustrated examples, the present invention is not limited to the above-described example. For example, only one holding member is movably supported by the frame and the embedded member is inserted between the frame and the frame. The side surface may be clamped. In such a case, the inventor of the present application performed a driving test of the H-shaped steel material 1 with respect to the embedded member clamping tool 8 except for one of the clampers 22 in the previous embodiment. It has been found that even the embedded member holding tool 8 having only the clamper 22 can sufficiently firmly hold the H-shaped steel material 1 and sufficiently drive the H-shaped steel material 1 into the ground. Further, a plurality of holding members may be movably supported by the frame and hold the buried member in cooperation with each other. Further, for example, the holding member is formed in a wedge shape, and the embedded member holding mechanism is moved by the inclined cam surface that slides on the wedge-shaped holding member. A mechanism for pressing toward the embedded member may be used.
【0044】そして、上記実施例の埋め込み装置は埋設
部材としてH型鋼材を埋設するのに適するよう構成した
が、この発明の埋め込み装置は、埋設部材として矢板型
鋼材を埋設する場合にも適用でき、この場合には、その
矢板型鋼材の表面形状に対応させて挟持部材の縦断面形
状を適宜選択すれば良い。またこの発明の埋め込み装置
は、例えば比較的軟らかい地盤への埋設部材の施工等で
は、前記埋設部材としてコンクリート杭を埋設する場合
にも適用でき、この場合にコンクリート杭を挟持するに
は、そのコンクリート杭の円柱状の表面形状に対応させ
て挟持部材を例えば鼓状等のものとすれば良い。さらに
この発明の埋め込み装置は、上記実施例の場合の如く埋
設部材を単独で埋め込む場合の他、土留等のために埋設
部材を複数本並べて埋め込む場合にももちろん、上記実
施例の場合と同様にして適用することができる。Although the embedding apparatus of the above embodiment is configured to be suitable for embedding an H-shaped steel material as an embedding member, the embedding apparatus of the present invention can also be applied to a case where a sheet pile type steel material is embedded as an embedding member. In this case, the vertical cross-sectional shape of the sandwiching member may be appropriately selected according to the surface shape of the sheet steel. Further, the embedding device of the present invention can be applied to, for example, embedding a concrete pile as the embedding member, for example, when embedding a member in relatively soft ground, and in this case, in order to sandwich the concrete pile, The holding member may be, for example, a drum-shaped member corresponding to the cylindrical surface shape of the pile. Further, the embedding apparatus of the present invention is applicable not only to the case where the embedding member is embedded alone as in the above embodiment but also to the case where a plurality of the embedding members are embedded side by side for earth retaining and the like, as well as the case of the above embodiment. Can be applied.
【図面の簡単な説明】[Brief description of the drawings]
【図1】この発明の埋設部材の埋め込み装置の一実施例
の全体を示す側面図である。FIG. 1 is a side view showing an entire embodiment of an embedding device of an embedding member of the present invention.
【図2】図1に示す上記実施例の装置における埋設部材
支持部とエアハンマーとを拡大して示す側面図である。FIG. 2 is an enlarged side view showing a buried member support portion and an air hammer in the apparatus of the embodiment shown in FIG.
【図3】図1に示す上記実施例の装置における埋設部材
支持部の埋設部材挟持具を拡大するとともに一部切り欠
いて示す正面図である。FIG. 3 is an enlarged front view of a buried member holding device of a buried member supporting portion in the apparatus of the embodiment shown in FIG.
【図4】図1に示す上記実施例の装置における埋設部材
支持部の埋設部材挟持具を拡大して示す下面図である。FIG. 4 is an enlarged bottom view showing a buried member holding member of a buried member support portion in the apparatus of the embodiment shown in FIG.
【図5】上記埋設部材挟持具をさらに拡大して示す、図
2のV−V線に沿う断面図である。FIG. 5 is a cross-sectional view taken along line VV of FIG. 2, showing the embedded member holding tool in a further enlarged manner.
【図6】上記実施例の装置によるH型鋼材の埋設施工工
程を示す説明図である。FIG. 6 is an explanatory diagram showing an embedding process of an H-shaped steel material by the apparatus of the above embodiment.
1 H型鋼材(埋設部材) 2 埋設部材支持部 3 地盤 4 エアハンマー(埋設部材付勢部) 8 埋設部材挟持具 9 挟持具支持機構 18 フレーム 22 クランパ(挟持部材) 24 埋設部材挟持機構 DESCRIPTION OF SYMBOLS 1 H-shaped steel material (embedding member) 2 Embedding member support part 3 Ground 4 Air hammer (Embedding member urging part) 8 Embedding member holding tool 9 Holding tool support mechanism 18 Frame 22 Clamper (Holding member) 24 Embedding member holding mechanism
Claims (15)
する状態に支持する埋設部材支持部(2)と、 前記埋設部材支持部に支持された前記埋設部材を下向き
に付勢して地盤(3)中に押し込む埋設部材付勢部
(4)と、を具える埋設部材の埋め込み装置であって、 前記埋設部材支持部(2)が、前記埋設部材の側面を挟
持する埋設部材挟持具(8)と、その埋設部材挟持具を
昇降可能に支持する挟持具支持機構(9)と、を具えて
おり、 前記埋設部材付勢部(4)が、前記埋設部材挟持具を下
向きに付勢するものであることを特徴とする、埋設部材
の埋め込み装置。A buried member supporting portion for supporting the elongated buried member in a state of extending in an up-down direction; and a downwardly biasing buried member supported by the buried member supporting portion. An embedding member embedding device comprising: an embedding member urging portion (4) that is pushed into the ground (3), wherein the embedding member support portion (2) holds a side surface of the embedding member. (8) and a holding device support mechanism (9) for supporting the embedded member holding device so that the embedded member holding device can be moved up and down, wherein the embedded member urging section (4) pushes the embedded member holding device downward. An embedding device for an embedding member, which is to be biased.
埋設部材(1)の側面を囲繞する枠状をなすフレーム
(18)と、 前記埋設部材に対する前記フレームの下降および上昇移
動を、前記埋設部材の側面に対する、前記フレームの内
側に可動支持された挟持部材(22)の接近および離間移
動に変換することで、前記埋設部材に対する前記フレー
ムの下降移動により前記挟持部材を前記埋設部材の側面
へ向けて付勢して、前記挟持部材により前記埋設部材の
側面を挟持する埋設部材挟持機構(24)と、を具えるも
のであることを特徴とする、請求項1に記載の埋設部材
の埋め込み装置。2. A frame (18), which is supported by the holding member support mechanism (9) and surrounds a side surface of the embedded member (1), comprises a frame (18); By converting the downward and upward movement of the frame with respect to the buried member into an approach and separation movement of a holding member (22) movably supported inside the frame with respect to a side surface of the buried member, A burying member holding mechanism (24) for urging the holding member toward the side surface of the embedded member by lowering the frame and holding the side surface of the embedded member by the holding member. The embedding device of an embedding member according to claim 1, characterized in that:
(18)に一または複数可動支持されて前記フレームとの
間で前記埋設部材(1)を挟持するものであることを特
徴とする、請求項2に記載の埋設部材の埋め込み装置。3. The holding member (22) is movably supported by one or more of the frame (18) and holds the embedded member (1) between the holding member and the frame. The embedding device for an embedding member according to claim 2.
動支持されて互いの共働により前記埋設部材を挟持する
ものであることを特徴とする、請求項2に記載の埋設部
材の埋め込み装置。4. The burying member embedding device according to claim 2, wherein a plurality of the holding members are movably supported by the frame, and hold the burying member in cooperation with each other.
も一部に凸曲面を有して柱状をなすものであり、 前記埋設部材挟持機構(24)は、前記挟持部材の側面の
凸曲面に対する中心軸線の位置から外れてその中心軸線
と平行に延在する水平な直線上の位置で前記挟持部材を
前記フレームに回動可能に偏心支持する機構であること
を特徴とする、請求項2から請求項4までの何れかに記
載の埋設部材の埋め込み装置。5. The holding member (22) has a columnar shape with at least a part of a side surface having a convex curved surface, and the embedded member holding mechanism (24) has a convex curved surface on a side surface of the holding member. 3. A mechanism for eccentrically supporting the holding member to the frame at a position on a horizontal straight line extending out of the position of the center axis with respect to the frame and extending parallel to the center axis. An embedding device for an embedding member according to any one of claims 1 to 4.
でハンマーを昇降駆動して前記ハンマーの慣性力で下向
きの衝撃力を生じさせ、その衝撃力で前記埋設部材挟持
具(8)を下向きに付勢するものであることを特徴とす
る、請求項1から請求項5までの何れかに記載の埋設部
材の埋め込み装置。6. The embedded member urging section (4) drives the hammer up and down by compressed air to generate a downward impact force by the inertia force of the hammer, and the impact force causes the embedded member clamper (8) to move downward. 6. The device for embedding a buried member according to any one of claims 1 to 5, wherein the device is urged downward.
機構に支持されるとともに液圧でピストンを押圧して下
向きの押圧力を生じさせ、その押圧力で前記埋設部材挟
持具を下向きに付勢するものであることを特徴とする、
請求項1から請求項5までの何れかに記載の埋設部材の
埋め込み装置。7. The buried member urging portion is supported by the holding member support mechanism and presses the piston with hydraulic pressure to generate a downward pressing force, and the pressing force causes the burying member holding member to face downward. Characterized by the fact that
An embedding device for an embedding member according to any one of claims 1 to 5.
とを特徴とする、請求項1から請求項7までの何れかに
記載の埋設部材の埋め込み装置。8. The burying member embedding device according to claim 1, wherein said burying member is an H-shaped steel material.
特徴とする、請求項1から請求項7までの何れかに記載
の埋設部材の埋め込み装置。9. The burying member embedding device according to claim 1, wherein the burying member is a sheet pile type steel material.
るとともに、前記埋設部材(1)の側面を囲繞する枠状
をなすフレーム(18)と、 前記埋設部材に対する前記フレームの下降および上昇移
動を、前記埋設部材の側面に対する、前記フレームの内
側に可動支持された挟持部材(22)の接近および離間移
動に変換することで、前記埋設部材に対する前記フレー
ムの下降移動により前記挟持部材を前記埋設部材の側面
へ向けて付勢して、前記挟持部材により前記埋設部材の
側面を挟持する埋設部材挟持機構(24)と、を具えるこ
とを特徴とする、請求項1に記載の埋設部材の埋め込み
装置に用いられる埋設部材挟持具。10. A frame (18) that is supported by the holding device support mechanism (9) and surrounds a side surface of the embedded member (1), and the frame descends and rises with respect to the embedded member. The movement is converted into an approach and a separation movement of the holding member (22) movably supported inside the frame with respect to the side surface of the embedded member, so that the holding member is moved downward by the frame with respect to the embedded member. The burying member according to claim 1, further comprising a burying member clamping mechanism (24) for urging the buried member toward the side surface and clamping the side surface of the burying member by the clamping member. Embedded member holding tool used in the embedding device of (1).
(18)に一または複数可動支持されて前記フレームとの
間で前記埋設部材(1)を挟持するものであることを特
徴とする、請求項10に記載の埋設部材挟持具。11. The holding member (22) is movably supported by one or more of the frame (18) and holds the embedded member (1) between the holding member and the frame. An embedded member holding device according to claim 10.
可動支持されて互いの共働により前記埋設部材を挟持す
るものであることを特徴とする、請求項10に記載の埋
設部材挟持具。12. The burying member holding device according to claim 10, wherein a plurality of the holding members are movably supported by the frame and hold the burying member in cooperation with each other.
とも一部に凸曲面を有して柱状をなすものであり、 前記埋設部材挟持機構(24)は、前記挟持部材の側面の
凸曲面に対する中心軸線の位置から外れてその中心軸線
と平行に延在する水平な直線上の位置で前記挟持部材を
前記フレームに回動可能に偏心支持する機構であること
を特徴とする、請求項10から請求項12までの何れか
に記載の埋設部材挟持具。13. The holding member (22) has a columnar shape with at least a part of a side surface having a convex curved surface, and the embedded member holding mechanism (24) has a convex curved surface on a side surface of the holding member. 11. A mechanism for eccentrically supporting the holding member so as to be rotatable with respect to the frame at a position on a horizontal straight line extending out of the position of the center axis with respect to the frame and extending parallel to the center axis. An embedded member holding device according to any one of claims 1 to 12.
ことを特徴とする、請求項10から請求項13までの何
れかに記載の埋設部材挟持具。14. The embedded member holding device according to claim 10, wherein the embedded member (1) is an H-shaped steel material.
を特徴とする、請求項10から請求項13までの何れか
に記載の埋設部材挟持具。15. The burying member holding tool according to claim 10, wherein the burying member is a sheet pile type steel material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22524196A JP2971813B2 (en) | 1996-08-27 | 1996-08-27 | Embedding member embedding device and embedded member clamping tool used in the device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22524196A JP2971813B2 (en) | 1996-08-27 | 1996-08-27 | Embedding member embedding device and embedded member clamping tool used in the device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1068126A true JPH1068126A (en) | 1998-03-10 |
JP2971813B2 JP2971813B2 (en) | 1999-11-08 |
Family
ID=16826218
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22524196A Expired - Fee Related JP2971813B2 (en) | 1996-08-27 | 1996-08-27 | Embedding member embedding device and embedded member clamping tool used in the device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2971813B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110450680A (en) * | 2019-08-13 | 2019-11-15 | 浙江大学台州研究院 | Catenary mast intelligent operation mechanical equipment |
-
1996
- 1996-08-27 JP JP22524196A patent/JP2971813B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110450680A (en) * | 2019-08-13 | 2019-11-15 | 浙江大学台州研究院 | Catenary mast intelligent operation mechanical equipment |
CN110450680B (en) * | 2019-08-13 | 2024-03-08 | 浙江大学台州研究院 | Intelligent operation mechanical equipment for contact net support column |
Also Published As
Publication number | Publication date |
---|---|
JP2971813B2 (en) | 1999-11-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US8608409B2 (en) | Foundation pile driver | |
JP4253105B2 (en) | Pile driver and pile driving method | |
KR102043718B1 (en) | clamp unit of vibrating Pile driver | |
JP2971813B2 (en) | Embedding member embedding device and embedded member clamping tool used in the device | |
JPS59109617A (en) | Static load type pile drawer | |
JP4719041B2 (en) | Pile press-in method and pile press-out machine | |
JP3536033B2 (en) | Steel pipe pile press-in and pull-out machine | |
JP3110304B2 (en) | Mold steel gripping device | |
JPS6227542Y2 (en) | ||
JPH08246454A (en) | Static load type pile drawer | |
JP4955478B2 (en) | Pile ground improvement system | |
JP2783528B2 (en) | Casting method for steel pipe piles | |
JP3727650B1 (en) | Hydraulic extraction device | |
JP6134346B2 (en) | Sheet pile co-falling prevention device and sheet pile construction method | |
JP3145627B2 (en) | Excavator for all casing method | |
JP2945595B2 (en) | Press fitting device for shaft shaft casing | |
JPH1150455A (en) | Moving method of tubing mechanism and device thereof | |
JP2001262571A (en) | Penetration method for rotary pile | |
JPH08199819A (en) | Method and equipment for constructing steel pipe column | |
JP2577679Y2 (en) | Hydraulic pile puller | |
JP2005105763A (en) | Clamp device of steel pipe pile | |
JPS6019147Y2 (en) | Pile press-in device | |
KR20010001530U (en) | LUG turn over Jig | |
JP2002348870A (en) | Machine for pressing-in and extracting steel pipe pile | |
JPH0715872Y2 (en) | Casing chuck device in rotary tubing device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19990727 |
|
LAPS | Cancellation because of no payment of annual fees |