JPH0715873Y2 - H-shaped steel pile holding device - Google Patents

H-shaped steel pile holding device

Info

Publication number
JPH0715873Y2
JPH0715873Y2 JP1031990U JP1031990U JPH0715873Y2 JP H0715873 Y2 JPH0715873 Y2 JP H0715873Y2 JP 1031990 U JP1031990 U JP 1031990U JP 1031990 U JP1031990 U JP 1031990U JP H0715873 Y2 JPH0715873 Y2 JP H0715873Y2
Authority
JP
Japan
Prior art keywords
shaped steel
steel pile
clamp
holding device
fitting
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
JP1031990U
Other languages
Japanese (ja)
Other versions
JPH03103330U (en
Inventor
成一 浜田
文夫 森山
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.)
Taisei Corp
Okumura Corp
Original Assignee
Taisei Corp
Okumura Corp
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 Taisei Corp, Okumura Corp filed Critical Taisei Corp
Priority to JP1031990U priority Critical patent/JPH0715873Y2/en
Publication of JPH03103330U publication Critical patent/JPH03103330U/ja
Application granted granted Critical
Publication of JPH0715873Y2 publication Critical patent/JPH0715873Y2/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〕 この考案は、H形鋼杭を軸回りの回転を制御しつつ地盤
に対し抜き差ししながら建て込むためのH形鋼杭保持器
具に関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to an H-shaped steel pile holding device for building an H-shaped steel pile while inserting and removing it from the ground while controlling rotation around an axis.

〔従来の技術〕[Conventional technology]

多数のH形鋼杭を一列に地中に建て込んで土留めをする
工法等において、H形鋼杭を地中に建込むためにクレー
ンによりモータ等の回転圧入装置を吊り、この回転圧入
装置の下に形鋼からなる建込具(所謂ヤットコ)を取付
け、この建込具の下端にキャッチングキャップを介して
H形鋼杭を吊り、前記回転圧入装置によって、穿孔され
た孔内に建込具を介してH形鋼杭を軸回りに回転させて
向きを定めながら、回転圧入装置と建込具によってH形
鋼杭を地中に吊り降ろして建込み、最後に圧入すること
が行われている。
In a construction method in which a large number of H-shaped steel piles are built in a line in the ground for earth retaining, etc., in order to build the H-shaped steel piles in the ground, a rotary press-fitting device such as a motor is hung by a crane. A fitting made of shaped steel (so-called Yatco) is attached underneath, and an H-shaped steel pile is hung on the lower end of this fitting via a catching cap, and the H-shaped steel pile is erected in the bored hole by the rotary press-fitting device. While rotating the H-shaped steel pile around the axis through the tool to determine the direction, the H-shaped steel pile is hung and built into the ground by the rotary press-fitting device and the installation tool, and finally the press-fitting is performed. ing.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

しかしながら、前記建込具とH形鋼杭との連結は前記キ
ャッチングキャップにより行われていて、これによれ
ば、キャッチングキャップとH形鋼杭との結合が充分で
はなかったために、建込具とH形鋼杭との間が屈折した
り、軸回り方向のガタがある等の欠点があって、H形鋼
杭の建込精度が充分ではないという問題があった。
However, the connection between the fitting and the H-shaped steel pile is performed by the catching cap. According to this, since the coupling between the catching cap and the H-shaped steel pile is not sufficient, There is a problem that the building accuracy of the H-shaped steel pile is not sufficient due to defects such as bending between the H-shaped steel pile and looseness in the axial direction.

この考案は、このような従来技術の問題点を解決するた
めに、建込具に対してH形鋼杭を剛結合することによ
り、H形鋼杭の軸回り方向及び姿勢を精度よく建込むこ
とを目的としている。
In order to solve the problems of the prior art, the present invention rigidly connects the H-shaped steel pile to the fitting to accurately assemble the axial direction and posture of the H-shaped steel pile. Is intended.

〔課題を解決するための手段〕[Means for Solving the Problems]

この考案は、回転及び昇降可能な建込具に固定される本
体の下部に、H形鋼杭のウェブ部を両面から挟む2枚の
板片を備えるとともに、前記2枚の板片とこれらの間に
挟まれる前記ウェブ部とを抜き差し可能に貫通するクラ
ンプを、本体及び板片のいずれかに取付け、前記クラン
プには引っ張ることにより少なくとも前記ウェブから当
該クランプを抜き出す条体を連結し、さらに前記H形鋼
杭の対向するフランジに内接する内接部材を本体下部に
取付けたH形鋼杭保持器具としている。
This invention is provided with two plate pieces sandwiching the web portion of the H-shaped steel pile from both sides at the lower part of the main body fixed to a fitting that can be rotated and moved up and down. A clamp penetrating the web part sandwiched therebetween so as to be able to be inserted and removed is attached to one of the main body and the plate piece, and at least the strip for pulling out the clamp from the web by pulling the clamp is connected to the clamp, and The inscribed member inscribed in the opposing flanges of the H-shaped steel pile is attached to the lower portion of the main body to form the H-shaped steel pile holding device.

〔作用〕[Action]

H形鋼杭保持器具をH形鋼杭の上端に向けて相対的に上
から下降させて、2枚の板片間にH形鋼杭のウェブを挟
み、且つ内接部材をH形鋼杭の対向する両フランジ間に
挟み込む。また前記両板片とこれらの間のウェブに、こ
れらに予め開設してある孔を利用してクランプを差し込
み貫通させる。これにより、上下方向には前記クランプ
で支持され、水平方向における縦方向には前記板片で支
持され、水平方向における横方向には前記内接部材で支
持され、屈折方向には前記板片及び内接部材によって支
持されるために、H形鋼杭はH形鋼杭保持器具に剛結合
される。このため、H形鋼杭の挙動は建込具と一体とな
って地中に建込まれるから、建込具の軸回りの方向性や
垂直度を精度よく建込むことができる。
The H-shaped steel pile holding device is relatively lowered from above toward the upper end of the H-shaped steel pile, the web of the H-shaped steel pile is sandwiched between two plate pieces, and the inscribed member is the H-shaped steel pile. Insert it between both flanges facing each other. Further, a clamp is inserted through the plate pieces and the web between them by using holes preliminarily formed therein. Thus, the clamp is supported in the vertical direction, the plate piece is supported in the vertical direction in the horizontal direction, the inscribed member is supported in the horizontal direction in the horizontal direction, and the plate piece and The H-section steel pile is rigidly connected to the H-section steel pile retainer for being supported by the inscribed member. Therefore, since the behavior of the H-shaped steel pile is built in the ground integrally with the fitting, it is possible to accurately build the directionality and the verticality of the fitting around the axis.

建込み終了後には、条体を地上から引くことによってク
ランプを前記板片及びH形鋼杭のウェブから引き抜け
ば、H形鋼杭からH形鋼杭保持器具が上下方向に自由と
なるため、H形鋼杭保持器具を建込具と一体に上昇させ
て撤去することができ、これによりH形鋼杭の建込みが
終了する。
After the construction is completed, if the clamp is pulled out from the plate piece and the web of the H-section steel pile by pulling the strip from the ground, the H-section steel pile retainer can be vertically moved from the H-section steel pile. , The H-shaped steel pile holding device can be lifted up together with the installation tool and removed, whereby the installation of the H-shaped steel pile is completed.

〔実施例〕〔Example〕

第1〜6図は第1の実施例を示す図である。第1,2図に
は建込具1の下端に固定されたH形鋼杭保持器具2が示
されている。建込具1は当業者には「ヤットコ」と通称
されるものであってH形鋼からなり、上端にモータ等か
らなる回転圧入装置が連結され、この回転圧入装置がク
レーン等によって昇降可能に支持されていて、これによ
り建込具1が昇降及び軸回りに回転可能に構成されてい
るが、かかる回転圧入装置及び建込具1は当業者におい
て慣用されている。
1 to 6 are diagrams showing a first embodiment. FIGS. 1 and 2 show an H-shaped steel pile holding device 2 fixed to the lower end of the installation tool 1. The fitting 1 is commonly referred to as "yatco" by those skilled in the art, and is made of H-shaped steel. A rotary press-fitting device such as a motor is connected to the upper end of the fitting 1, and the rotary press-fitting device can be lifted and lowered by a crane or the like. The fitting 1 is supported so that the fitting 1 can be raised and lowered and rotated about an axis. Such a rotary press-fitting device and fitting 1 are commonly used by those skilled in the art.

建込具1の下端にボルトナット3により固定されるH形
鋼杭保持器具2は、本体4がH形鋼を短く切断してな
り、そのウェブ4aと両フランジ4bとを垂直にしたもので
ある。この本体4の下端には2枚の平行な板片5が固定
される。この固定は、2枚の板片5の上部を、本体4の
ウェブ4a下部を挟んだ状態でこれに熔接等により固定
し、以てこのウェブ4aの厚みと同じ寸法の間隔を両板片
5間に形成している。
The H-shaped steel pile holding device 2 fixed to the lower end of the fitting 1 by the bolt nut 3 is made by cutting the H-shaped steel into short pieces in the main body 4, and making the web 4a and both flanges 4b perpendicular to each other. is there. Two parallel plate pieces 5 are fixed to the lower end of the main body 4. In this fixing, the upper parts of the two plate pieces 5 are fixed to the lower part of the web 4a of the main body 4 by welding or the like with the lower part of the web 4a sandwiched therebetween, and thus, the two plate pieces 5 have the same interval as the thickness of the web 4a. Formed in between.

また、本体4の下部で対向する両フランジ4b間に内接部
材6が固定される。内接部材6はコ字状をした鋼材の平
行な部位の上部を両フランジ4bに個別に固定し、他の部
位を本体4下方に表して配置され、以て内接部材6の両
外側面6aは、本体4を構成するフランジ4bの内面の延長
面と一致する。
Further, the inscribed member 6 is fixed between the two flanges 4b facing each other at the bottom of the main body 4. The inscribed member 6 is arranged such that the upper portions of the parallel portions of the U-shaped steel material are individually fixed to the flanges 4b, and the other portions are shown below the main body 4, so that the outside surfaces of the inscribed member 6 6a coincides with the extended surface of the inner surface of the flange 4b that constitutes the main body 4.

前記両板片5の一方にはブラケット7が固定され、これ
にアーム8が揺動自在に枢着され、このアーム8先端に
クランプ9が枢着されている。このクランプ9は、両板
片5に開設された孔5aに抜き差し自在に貫通されてい
て、アーム8の揺動により前記抜き差しが可能になって
いる。アーム8には条体11の一端が連結されて、この条
体11を引くことによりクランプ9が板片5から抜けるよ
うになっている。12は板片5に固定されてアーム8を囲
む枠であって、アーム8の過旋回を防止するものであ
る。
A bracket 7 is fixed to one of the plate pieces 5, and an arm 8 is pivotally attached to the bracket 7, and a clamp 9 is pivotally attached to the tip of the arm 8. The clamp 9 is inserted through a hole 5a formed in each of the plate pieces 5 so that the clamp 9 can be freely inserted and removed, and can be inserted and removed by swinging the arm 8. One end of a strip 11 is connected to the arm 8 and the clamp 9 can be pulled out from the plate piece 5 by pulling the strip 11. A frame 12 is fixed to the plate piece 5 and surrounds the arm 8 to prevent the arm 8 from overturning.

かかるH形鋼杭保持器具2によりH形鋼杭13を保持した
状態が第3〜5図に示される。H形鋼杭13は、その上端
面をH形鋼杭保持器具2の本体4の下端面に突き当て、
そのウェブ13aをH形鋼杭保持器具2の板片5間に挿入
し、且つその平行なフランジ13bをH形鋼杭保持器具2
の内接部材6外側面6aに対接させた状態としたうえで、
ウェブ13aの孔13cと板片5の孔5aとを一致させて、これ
らにクランプ9を差し込むことにより、H形鋼杭保持器
具2に保持される。
The state in which the H-shaped steel pile 13 is held by the H-shaped steel pile holding device 2 is shown in FIGS. The H-shaped steel pile 13 abuts its upper end surface against the lower end surface of the main body 4 of the H-shaped steel pile holding device 2,
The web 13a is inserted between the plate pieces 5 of the H-shaped steel pile holding device 2, and the parallel flange 13b is inserted into the H-shaped steel pile holding device 2.
In contact with the outer surface 6a of the inscribed member 6 of
The hole 13c of the web 13a and the hole 5a of the plate piece 5 are aligned with each other, and the clamp 9 is inserted into these holes, so that the H-shaped steel pile holding device 2 is held.

この保持の状態は、上下方向には前記クランプ9で支持
され、水平方向における縦方向(第1,3図において左右
方向)には前記板片5で支持され、水平方向における横
方向(第2,4図において左右方向)には前記内接部材6
で支持され、軸の屈折方向には前記板片5及び内接部材
6によって支持されるために、H形鋼杭13はH形鋼杭保
持器具2に剛結合される。このため、H形鋼杭2の挙動
は建込具1と一体となって地中に建込まれるから、建込
具1の軸回りの方向性や垂直度を精度よく建込むことが
できる。
This holding state is supported by the clamp 9 in the vertical direction, in the vertical direction in the horizontal direction (the horizontal direction in FIGS. 1 and 3) by the plate piece 5, and in the horizontal direction in the horizontal direction (second direction). , 4 in the left-right direction) inscribed member 6
The H-section steel pile 13 is rigidly connected to the H-section steel pile holding device 2 because it is supported by the plate piece 5 and the inscribed member 6 in the bending direction of the shaft. For this reason, the behavior of the H-shaped steel pile 2 is built in the ground together with the fitting 1 so that the direction around the axis and the verticality of the fitting 1 can be built accurately.

H形鋼杭13の地中への建込みは、予め掘削された地中の
孔内に吊り込み、その姿勢や向きを特定して杭の下端を
孔底につけた後に、H形鋼杭13を下方に押圧して、その
下端を孔底下方に圧入する(根入れ)ことにより行う。
第6図において符号17で示す部位が地盤を掘削して形成
された孔の壁であり、17aで示す部分が孔底であり、さ
らに符号13cで示す部分がH形鋼杭13の前記根入れ部分
である。
The H-shaped steel pile 13 is built in the ground by suspending it in a pre-excavated hole in the ground, identifying its posture and orientation, and attaching the lower end of the pile to the bottom of the hole. Is pressed downward, and the lower end thereof is pressed into the bottom of the hole bottom (root insertion).
In FIG. 6, a portion indicated by reference numeral 17 is a wall of a hole formed by excavating the ground, a portion indicated by 17a is a hole bottom, and a portion indicated by reference numeral 13c is the root of the H-shaped steel pile 13. It is a part.

H形鋼杭13を地中深く建込むと、第6図に示されるよう
にH形鋼杭保持器具2も孔内に深く入り込む、建込具1
の下部も同じく地盤の孔内に深く入り込むが、条体11の
他端を地上まで延長させておくことにより、これを地上
において引けば、アーム8が旋回してクランプ9が板片
5とウェブ13aの孔5a,13cから抜け出す。これによりH
形鋼杭保持器具2とウェブ13aとは上下方向に自由にな
るから、建込具1を上昇させると、建込具1及びH形鋼
杭保持器具2を一体に地上に撤去することができる一
方、H形鋼杭13のみを地中に残留させて建込状態とする
ことができる。なお、第6図はH形鋼杭13を地中深く建
込み、且つ建込具1とH形鋼杭保持器具2を撤去する直
前の状態の概要を示すものであり、建込具1の上端には
回転駆動装置14が取付けられ、この回転駆動装置14が昇
降装置15に固定されて昇降自在になっている。
When the H-shaped steel pile 13 is built deep in the ground, the H-shaped steel pile holding device 2 also deeply goes into the hole as shown in FIG.
Similarly, the lower part of the base also deeply penetrates into the hole in the ground, but by extending the other end of the strip 11 to the ground, when this is pulled on the ground, the arm 8 pivots and the clamp 9 causes the plate piece 5 and the web to move. It escapes from the holes 5a and 13c of 13a. This makes H
Since the shaped steel pile holding device 2 and the web 13a are freely movable in the vertical direction, when the fitting 1 is raised, the fitting 1 and the H-shaped steel holding device 2 can be integrally removed to the ground. On the other hand, it is possible to leave only the H-shaped steel pile 13 in the ground and set it in the built-in state. In addition, FIG. 6 shows an outline of a state immediately before the H-shaped steel pile 13 is built deeply in the ground and the fitting 1 and the H-shaped steel holding device 2 are removed. A rotary drive device 14 is attached to the upper end, and the rotary drive device 14 is fixed to an elevating device 15 so that it can be elevated and lowered.

この実施例における前記アーム8は、湾曲外側の下部に
おいて下向きの斜面をなしているために、H形鋼杭13の
降下時に土砂がこの斜面に当たって、クランプ9をウェ
ブ13aの孔13cと板片5の孔5aの内部に押し込む作用をす
るために、クランプ9が脱落することがない。
Since the arm 8 in this embodiment has a downward slope on the lower part of the curved outer side, when the H-shaped steel pile 13 descends, the earth and sand hit the slope, and the clamp 9 is pushed into the hole 13c of the web 13a and the plate piece 5. The clamp 9 does not fall off because it has a function of being pushed into the hole 5a.

第7図は第2の実施例を示すものであって、H形鋼杭13
の対向するフランジ13bの間隔が大きい場合に、内接部
材6の両外側面6aに増幅部材16を固定した例である。増
幅部材16は、ボルト17等の固着手段によって固定され
て、内接部材6の両外側面6aの間隔を実質的に拡大する
ものであるから、厚みの異なる複数種類の増幅部材16を
予め準備しておくことにより、H形鋼杭13の寸法の変化
に対応することができる。他の構成及び作用については
前記第1の実施例と同様である。
FIG. 7 shows the second embodiment, in which H-shaped steel piles 13
This is an example in which the amplifying member 16 is fixed to both outer side surfaces 6a of the inscribed member 6 when the distance between the facing flanges 13b is large. The amplifying member 16 is fixed by a fixing means such as a bolt 17 and substantially enlarges the distance between both outer side surfaces 6a of the inscribed member 6, so that a plurality of types of amplifying members 16 having different thicknesses are prepared in advance. By doing so, changes in the dimensions of the H-shaped steel pile 13 can be dealt with. Other configurations and operations are the same as those in the first embodiment.

なお、前記両実施例においては、H形鋼杭保持器具2の
本体4としてH形鋼を用いたが、板片5と内接部材6と
クランプ9とを備えていれば、他の形鋼を使用すること
も可能であり、また、内接部材6としてコ字状の部材を
用いたが、2つの外側面6aを形成するものであれば他の
形状のものを使用することも可能である。
In addition, in both the above-mentioned examples, H-section steel was used as the main body 4 of the H-section steel pile holding device 2, but if the plate piece 5, the inscribed member 6 and the clamp 9 are provided, other section steels can be used. It is also possible to use, and a U-shaped member is used as the inscribed member 6, but it is also possible to use another shape as long as it forms the two outer surfaces 6a. is there.

〔考案の効果〕[Effect of device]

以上説明したように、この考案にあっては、H形鋼杭が
本体に対して上下方向にはクランプで支持され、水平方
向における縦方向には板片で支持され、水平方向におけ
る横方向には内接部材で支持され、屈折方向には板片及
び内接部材によって支持されるために、H形鋼杭はH形
鋼杭保持器具に剛結合される。このため、H形鋼杭の挙
動はH形鋼杭の下端に至るまで建込具と一体となって地
中に建込まれるから、建込具の軸回りの方向性や垂直度
を精度よく建込むことができるという効果がある。
As described above, in the present invention, the H-shaped steel pile is supported by the clamp in the vertical direction with respect to the main body, is supported by the plate piece in the vertical direction in the horizontal direction, and is supported in the horizontal direction in the horizontal direction. Is supported by the inscribed member, and in the bending direction by the plate piece and the inscribed member, the H-section steel pile is rigidly connected to the H-section steel pile holding device. For this reason, the behavior of the H-section steel pile is built in the ground together with the fittings up to the lower end of the H-section steel piles. There is an effect that it can be built.

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

第1図は第1の実施例の側面図、第2図は同正面図、第
3図はH形鋼杭を保持した状態の一部切欠側面図、第4
図は第3図の正面図、第5図は第4図のV−V線断面
図、第6図はH形鋼杭の建込状態の概要を示す説明図、
第7図は第2の実施例の正面図である。 1……建込具、2……H形鋼杭保持器具、4……本体、
5……板片、6……内接部材、8……アーム、9……ク
ランプ、11……条体、13……H形鋼杭、14……回転駆動
装置、15……昇降装置、16……増幅部材。
FIG. 1 is a side view of the first embodiment, FIG. 2 is a front view of the same, FIG. 3 is a partially cutaway side view of the H-shaped steel pile being held, and FIG.
The drawing is a front view of FIG. 3, FIG. 5 is a cross-sectional view taken along line VV of FIG. 4, and FIG. 6 is an explanatory view showing an outline of a built-in state of an H-shaped steel pile.
FIG. 7 is a front view of the second embodiment. 1 ... Installation tool, 2 ... H-shaped steel pile holding device, 4 ... Main body,
5 ... Plate, 6 ... Inner member, 8 ... Arm, 9 ... Clamp, 11 ... Strip, 13 ... H-shaped steel pile, 14 ... Rotation drive device, 15 ... Lifting device, 16 …… Amplifying member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】回転及び昇降可能な建込具に固定される本
体の下部に、H形鋼杭のウェブ部を両面から挟む2枚の
板片を備えるとともに、前記2枚の板片とこれらの間に
挟まれる前記ウェブ部とを抜き差し可能に貫通するクラ
ンプを、本体及び板片のいずれかに取付け、前記クラン
プには引っ張ることにより少なくとも前記ウェブから当
該クランプを抜き出す条体を連結し、さらに前記H形鋼
杭の対向するフランジに内接する内接部材を本体下部に
取付けたことを特徴とするH形鋼杭保持器具。
1. A lower part of a main body fixed to a fitting that can be rotated and moved up and down is provided with two plate pieces sandwiching a web part of an H-shaped steel pile from both sides, and the two plate pieces and these. A clamp penetrating through the web portion sandwiched between the clamps is attached to either the main body or the plate piece, and at least a strip for pulling out the clamp from the web by pulling the clamp is connected to the clamp, and An H-shaped steel pile holding device, wherein an inscribed member inscribed in an opposing flange of the H-shaped steel pile is attached to a lower portion of the main body.
JP1031990U 1990-02-05 1990-02-05 H-shaped steel pile holding device Expired - Lifetime JPH0715873Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1031990U JPH0715873Y2 (en) 1990-02-05 1990-02-05 H-shaped steel pile holding device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1031990U JPH0715873Y2 (en) 1990-02-05 1990-02-05 H-shaped steel pile holding device

Publications (2)

Publication Number Publication Date
JPH03103330U JPH03103330U (en) 1991-10-28
JPH0715873Y2 true JPH0715873Y2 (en) 1995-04-12

Family

ID=31513893

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1031990U Expired - Lifetime JPH0715873Y2 (en) 1990-02-05 1990-02-05 H-shaped steel pile holding device

Country Status (1)

Country Link
JP (1) JPH0715873Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6289140B2 (en) * 2014-02-06 2018-03-07 株式会社竹中工務店 Construction pillar construction method
JP6978378B2 (en) * 2018-05-14 2021-12-08 鹿島建設株式会社 Built-in jig

Also Published As

Publication number Publication date
JPH03103330U (en) 1991-10-28

Similar Documents

Publication Publication Date Title
JPH0715873Y2 (en) H-shaped steel pile holding device
JP4594224B2 (en) Pile head reinforcement structure for steel pipe pile construction and steel pipe pile construction method
JP4010654B2 (en) Pile head construction method for diagonally assembled piles
JPH02300415A (en) Press-fitting and pulling out method for pile
JPH0640675Y2 (en) Chucking cap for foundation pile
JP3325550B2 (en) Pile construction equipment and pile construction method
JP3011093U (en) Sheet pile connecting device
JP2875338B2 (en) Excavation method by screw auger and its equipment
JP2505595Y2 (en) Ground drill drill guide device
JPH10245845A (en) Method for measuring inclination of placing steel sheet pile
JP3120257B2 (en) How to penetrate compacted piles such as high strength cast-in-place concrete piles
JPS5947774B2 (en) Method for driving piles such as steel pipe sheet piles
JPH0624425Y2 (en) Excavation body guiding device for excavation equipment such as pilot holes for pile driving
JP2556851Y2 (en) Yatco with pile holding bracket and its rotating jig
JP4097853B2 (en) Building horizontal restoration method and bracket used therefor
JP3052267U (en) Steel pipe piles for construction and civil engineering structures
JPH0660631U (en) Jig for suspending core material
JP4163851B2 (en) Wall frame joint structure
JPH0324657Y2 (en)
JP3539492B2 (en) Building foundation restoration method and rotary buried pile penetration device used for it
JPH0754488A (en) Erecting method for permanent sub-structural column, and stand therefor
JPS5842499Y2 (en) Press-in device for piles such as PC piles
JP2002161533A (en) Guide hardware for erecting existing concrete pile
JP2540790Y2 (en) Steel pipe pile connecting device of steel pipe pile construction machine
JP2597052Y2 (en) Construction fittings