JP2825362B2 - Pile pile driving machine - Google Patents
Pile pile driving machineInfo
- Publication number
- JP2825362B2 JP2825362B2 JP6385191A JP6385191A JP2825362B2 JP 2825362 B2 JP2825362 B2 JP 2825362B2 JP 6385191 A JP6385191 A JP 6385191A JP 6385191 A JP6385191 A JP 6385191A JP 2825362 B2 JP2825362 B2 JP 2825362B2
- Authority
- JP
- Japan
- Prior art keywords
- pile
- driving machine
- excavation
- excavating
- pile driving
- 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
Links
Description
【0001】[0001]
【産業上の利用分野】本発明は、掘削刃体を備えた掘削
用ロッドを3本以上並設し、支持台に立設したリーダー
に、各掘削用ロッドを駆動回転および昇降可能に設けた
ソイルパイル用杭打機に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention comprises three or more excavating rods each having an excavating blade, and each excavating rod is provided on a leader standing on a support base so that the excavating rod can be driven and rotated and raised and lowered. The present invention relates to a pile pile driving machine.
【0002】[0002]
【従来の技術】従来のソイルパイル用杭打機では、例え
ば、3軸タイプの場合で説明すれば、図5の作業状態の
平面図に示すように、所定間隔を隔てて第1および第2
の先行ユニット01,02を掘削し、施工能率の面から
第1および第2の先行ユニット01,02それぞれの中
間の掘削孔01a,02a内にH鋼等の芯材03を挿入
し、その状態で、隣合う第1および第2の先行ユニット
01,02間を、第1および第2の先行ユニット01,
02の端の掘削孔01b,02bを両側に重複位置させ
て後行ユニット04を掘削している。2. Description of the Related Art In a conventional pile pile driving machine, for example, in the case of a three-axis type pile driving machine, as shown in a plan view of a working state in FIG.
Excavation units 01 and 02 are inserted, and core material 03 such as H steel is inserted into intermediate excavation holes 01a and 02a of first and second precedent units 01 and 02, respectively, in view of construction efficiency. The first and second preceding units 01, 02 are connected between the adjacent first and second preceding units 01, 02.
The trailing unit 04 is excavated with the excavation holes 01b, 02b at the end of 02 overlapping on both sides.
【0003】そして、従来のソイルパイル用杭打機で杭
打ち作業を行う場合に、先ず、第1の先行ユニット01
を掘削した後、ソイルパイル用杭打機を移動して第2の
先行ユニット02を掘削し、それと同時的に第1の先行
ユニット01の中間の掘削孔01a内に芯材03をクレ
ーン等で吊り下げて挿入し、その後、第2の先行ユニッ
ト02に対する掘削位置からソイルパイル用杭打機を移
動して退避させておき、その状態で第2の先行ユニット
02の中間の掘削孔02a内に芯材03をクレーン等で
吊り下げて挿入し、しかる後、ソイルパイル用杭打機を
第1の先行ユニット01と第2の先行ユニット02との
中間に移動させて後行ユニット04を掘削し、ソイルパ
イル用杭打機を移動させてから、その後行ユニット04
の掘削孔内に芯材03をクレーン等で吊り下げて挿入し
ている。[0003] When a pile driving operation is performed by a conventional pile pile driving machine, first, the first preceding unit 01 is used.
After the excavation, the pile driving machine for soil pile is moved to excavate the second preceding unit 02, and at the same time, the core material 03 is suspended by a crane or the like in the middle excavation hole 01a of the first preceding unit 01. Then, the pile pile driving machine is moved and retracted from the excavation position with respect to the second preceding unit 02, and in this state, the core material is inserted into the middle excavation hole 02a of the second preceding unit 02. 03 is suspended by a crane or the like and inserted. Thereafter, the pile pile driving machine is moved to an intermediate position between the first preceding unit 01 and the second preceding unit 02, and the subsequent unit 04 is excavated. After moving the pile driver, the subsequent unit 04
The core material 03 is hung by a crane or the like and inserted into the excavation hole.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、第2の
先行ユニット02を掘削した後、その中間の掘削孔02
a内に芯材03を挿入するときに、ソイルパイル用杭打
機を芯材の挿入作業の邪魔にならない場所に移動させて
おかなければならず、また、その挿入作業を終えた後に
は、後行ユニット04を掘削するためにソイルパイル用
杭打機を第1の先行ユニット01と第2の先行ユニット
02との中間に移動させなければならず、一連の作業に
おいて、ソイルパイル用杭打機を行ったり来たりする状
態で移動させる必要があるために、そのソイルパイル用
杭打機の移動量が多くなり、作業能率が低下する欠点が
あった。殊に、狭少な敷地の作業現場では、ソイルパイ
ル用杭打機を退避する位置に制約を受けやすく、より一
層作業能率が低下する。However, after excavating the second preceding unit 02, the second excavating hole 02
When the core material 03 is inserted into the core material a, the pile pile driving machine must be moved to a place where it does not interfere with the operation of inserting the core material. In order to excavate the row unit 04, the pile pile driving machine must be moved to an intermediate position between the first preceding unit 01 and the second preceding unit 02. In a series of operations, the pile pile driving machine is used. Since it is necessary to move the pile pile driving machine back and forth, there is a disadvantage that the moving amount of the pile pile driving machine increases and the work efficiency decreases. In particular, at a work site on a small site, the position where the pile pile driving machine for soil piles is retracted is easily restricted, and the work efficiency is further reduced.
【0005】そこで、ソイルパイル用杭打機による掘削
と芯材の挿入とを直線的に順に行っていくことが考えら
れたが、隣接位置を掘削するときに、端部の掘削刃体が
先に掘削した掘削孔内に挿入した芯材に接近し、時には
不測に接触して掘削刃体を損傷するなど、掘削作業を円
滑に行うことができない欠点があった。Therefore, it has been considered that excavation by a pile pile driving machine and insertion of a core material are performed in a linear sequence, but when excavating an adjacent position, the excavation blade body at the end is first. There was a drawback that the excavation work could not be performed smoothly, such as approaching the core material inserted into the excavated borehole, sometimes causing unexpected contact, and damaging the excavation blade.
【0006】本発明は、このような事情に鑑みてなされ
たものであって、掘削刃体と芯材とを接触させずに、ソ
イルパイル用杭打機による掘削と芯材の挿入とを直線的
に順に行っていくことができるソイルパイル用杭打機を
提供することを目的とする。The present invention has been made in view of the above-mentioned circumstances, and makes excavation by a pile pile driving machine and insertion of a core material straight without contact between the excavation blade body and the core material. It is an object of the present invention to provide a pile driving machine for a soil pile, which can be sequentially performed.
【0007】[0007]
【課題を解決するための手段】本発明は、上述のような
目的を達成するために、掘削刃体を備えた掘削用ロッド
を3本以上並設し、支持台に立設したリーダーに、各掘
削用ロッドを駆動回転および昇降可能に設けたソイルパ
イル用杭打機において、掘削用ロッドの並設方向一端側
の掘削用ロッドの掘削刃体を、並設方向他端側の掘削用
ロッドの掘削刃体よりも小径に構成する。According to the present invention, in order to achieve the above-mentioned object, at least three excavating rods having excavating blades are arranged side by side, and a leader installed on a support stand is provided with: In a pile pile driving machine provided with each excavating rod capable of driving rotation and ascending / descending, the excavating blade of the excavating rod on one end side in the juxtaposition direction of the excavating rod is connected to the excavating rod body on the other end side in the juxtaposition direction. It has a smaller diameter than the excavation blade.
【0008】[0008]
【作用】本発明のソイルパイル用杭打機の構成によれ
ば、図4の作業状態の平面図に示すように、ソイルパイ
ル用杭打機で掘削した後、端部の大径の掘削孔12cを
除いた全ての掘削孔12a,12bに対して芯材(H
鋼)11を挿入し、その後、大径の掘削孔12cに小径
の掘削刃体10aを重複させ、小径の掘削刃体10aを
先に挿入されている芯材(H鋼)11から遠ざけた状態
で掘削することができる。According to the construction of the pile pile driving machine of the present invention, as shown in the plan view of the working state in FIG. 4, after excavation is performed by the pile pile driving machine, the large diameter excavation hole 12c at the end is formed. The core material (H) is used for all the excavated holes 12a and 12b
Steel) 11 is inserted, and then the small-diameter excavation blade 10a is overlapped with the large-diameter excavation hole 12c, and the small-diameter excavation blade 10a is kept away from the core material (H steel) 11 inserted first. Can be excavated.
【0009】[0009]
【実施例】図1はソイルパイル用杭打機の全体側面図、
図2は全体正面図であり、クローラ式走行装置1を備え
た支持台としての走行車体2にマスト3が立設されると
ともに、そのマスト3にリーダー4が設けられ、そのリ
ーダー4にオーガマシン5が昇降可能に設けられるとと
もに、オーガマシン5と、走行車体2に設けたウィンチ
6とが吊り下げ用ワイヤー7を介して連動連結されてい
る。FIG. 1 is an overall side view of a pile driving machine for a soil pile.
FIG. 2 is an overall front view, in which a mast 3 is erected on a traveling vehicle body 2 as a support having a crawler-type traveling device 1 and a leader 4 is provided on the mast 3. The auger machine 5 and a winch 6 provided on the traveling vehicle body 2 are interlocked and connected via a suspension wire 7.
【0010】オーガマシン5には、3本の掘削用ロッド
8…が駆動回転可能に並設され、それらの掘削用ロッド
8…が、リーダー4の下方側に設けられた支持ブロック
9に摺動および回転可能に保持されている。The auger machine 5 is provided with three excavating rods 8... Which are driven and rotatable. The excavating rods 8 slide on a support block 9 provided below the leader 4. And rotatably held.
【0011】掘削用ロッド8…には、図2の要部の底面
図に示すように、その並設方向の一端側から他端側に向
かって順に径が大きくなるように、第1、第2および第
3の掘削刃体10a,10b,10cが備えられてい
る。As shown in the bottom view of the main part of FIG. 2, the first and second excavating rods 8 have diameters sequentially increasing from one end side to the other end side in the juxtaposition direction. Second and third digging blades 10a, 10b, 10c are provided.
【0012】上記構成により、図4の作業状態の平面図
に示すように、ソイルパイル用杭打機による掘削と芯材
としてのH鋼11の挿入とを直線的に順に行っていくこ
とができるようになっており、次に詳述する。With the above configuration, as shown in the plan view of the working state in FIG. 4, excavation by the pile pile driving machine and insertion of the H steel 11 as the core material can be performed linearly in order. It will be described in detail below.
【0013】すなわち、先ず、図4の(a)に示すよう
に、ソイルパイル用杭打機で順に大きさの異なる第1、
第2および第3の掘削孔12a,12b,12cを一挙
に掘削し、ソイルパイル用杭打機を隣接する次の掘削位
置まで移動した後、最も大径の第3の掘削孔12cを除
いた第1および第2の掘削孔12a,12bそれぞれ内
にH鋼11を挿入する。That is, first, as shown in FIG. 4 (a), a pile pile driving machine for a pile pile has first,
The second and third excavation holes 12a, 12b, and 12c are excavated at once, and the pile pile driving machine is moved to the next excavation position adjacent thereto, and the third excavation hole 12c having the largest diameter is removed. The H steel 11 is inserted into each of the first and second drill holes 12a and 12b.
【0014】次いで、図4の(b)に示すように、H鋼
11を挿入していない大径の第3の掘削孔12cに小径
の第1の掘削刃体10aを重複させ、第2および第3の
掘削孔12b,12cを掘削し、前述同様に、ソイルパ
イル用杭打機を隣接する次の掘削位置まで移動した後、
最も大径の第3の掘削孔12cを除いた第1および第2
の掘削孔12a,12bそれぞれ内にH鋼11を挿入す
る。Next, as shown in FIG. 4 (b), the small-diameter first drilling blade 10a is overlapped with the large-diameter third drilling hole 12c into which the H steel 11 is not inserted, and the second and the third drilling blades 10a are overlapped. After excavating the third excavation holes 12b and 12c and moving the pile pile driving machine to the next excavation position adjacent thereto as described above,
First and second excluding the largest diameter third drilling hole 12c
The H steel 11 is inserted into each of the excavation holes 12a and 12b.
【0015】更に、図4の(c)に示すように、前述同
様に、H鋼11を挿入していない大径の第3の掘削孔1
2cに小径の第1の掘削刃体10aを重複させ、第2お
よび第3の掘削孔12b,12cを掘削し、ソイルパイ
ル用杭打機を隣接する次の掘削位置まで移動した後、最
も大径の第3の掘削孔12cを除いた第1および第2の
掘削孔12a,12bそれぞれ内にH鋼11を挿入す
る。Further, as shown in FIG. 4C, similarly to the above, the large-diameter third excavation hole 1 into which the H steel 11 has not been inserted.
After the first excavating blade 10a having a small diameter is overlapped with the second excavating hole 2c, the second and third excavating holes 12b and 12c are excavated, and the pile pile driving machine for soil pile is moved to the next excavating position adjacent to the second excavating position. The H steel 11 is inserted into each of the first and second drilling holes 12a and 12b except for the third drilling hole 12c.
【0016】これらの動作を繰り返すことにより、小径
の第1の掘削刃体10aを先に挿入されているH鋼11
から遠ざけた状態で掘削しながら、ソイルパイル用杭打
機による掘削とH鋼11の挿入とを直線的に順に行って
いくのである。コーナー部の掘削を行う場合にも、小径
の第1の掘削刃体10aを先に挿入されているH鋼11
から遠ざけた状態で掘削できる。By repeating these operations, the H steel 11 having the small diameter first excavating blade 10a inserted thereinto is inserted first.
The excavation by the pile pile driving machine and the insertion of the H steel 11 are sequentially performed in a straight line while excavating in a state away from the pile. Even when excavating a corner portion, the H steel 11 into which the small-diameter first excavating blade 10a is inserted first is used.
It can be excavated away from
【0017】上記実施例では、3本の掘削刃体10a,
10b,10cの径を順に小、中、大と異ならせている
が、本発明としては、第1の掘削刃体10aのみ小径に
構成し、他の第2および第3の掘削刃体10b,10c
の径を同径に構成するものでも良い。In the above embodiment, three excavating blades 10a,
Although the diameters of 10b and 10c are sequentially different from small, medium, and large, only the first digging blade 10a is configured to have a small diameter, and the other second and third digging blades 10b, 10c
May have the same diameter.
【0018】掘削孔12a,12b,12cに挿入する
芯材としては、上述のようなH鋼に限らず、I形鋼とか
十字鋼など各種の形状のものが採用できる。The core material to be inserted into the excavation holes 12a, 12b and 12c is not limited to the H steel as described above, but may be of various shapes such as an I-beam or a cross steel.
【0019】本発明のソイルパイル用杭打機としては、
3本の掘削用ロッド8…を備えるタイプに限らず、4本
以上の掘削用ロッド8…を備えるタイプにも適用でき
る。The pile pile driving machine according to the present invention includes:
The present invention is not limited to the type including three excavation rods 8..., And may be applied to a type including four or more excavation rods 8.
【0020】本発明のソイルパイル用杭打機の支持台と
しては、タイヤ式走行装置を備える走行車体でも良い。[0020] The support of the pile pile driving machine of the present invention may be a traveling vehicle equipped with a tire-type traveling device.
【0021】[0021]
【発明の効果】本発明のソイルパイル用杭打機によれ
ば、大径の掘削孔に小径の掘削刃体を重複させて掘削す
るときに、小径の掘削刃体を先に挿入されている芯材か
ら遠ざけた状態で掘削できるから、その掘削時に小径の
掘削刃体が芯材に接触することを回避でき、掘削刃体と
芯材とを接触させずに、ソイルパイル用杭打機による掘
削と芯材の挿入とを直線的に順に行っていくことがで
き、芯材挿入のためにソイルパイル用杭打機を大きく移
動して退避させずに済むために、ソイルパイル用杭打機
の移動量が少なく、その移動に要する手間を省けて作業
能率を向上できるようになった。殊に、ソイルパイル用
杭打機の移動量が少なくて済むから、狭少な敷地の作業
現場においても、作業を能率良く行うことができるよう
になった。According to the pile pile driving machine of the present invention, when a small-diameter excavation blade is overlapped with a large-diameter excavation hole and excavated, the small-diameter excavation blade is inserted first. Since the drilling can be performed away from the material, the small-diameter drilling blade can be prevented from coming into contact with the core material during the drilling, and the drilling with a pile pile driving machine can be performed without contacting the drilling blade with the core material. The insertion of the core material can be performed linearly in order, and the pile pile driving machine for soil piles does not have to be moved and retreated for inserting the core material. The work efficiency can be improved by reducing the labor required for the movement. In particular, since the amount of movement of the pile pile driving machine can be reduced, the work can be performed efficiently even on a small site.
【図1】ソイルパイル用杭打機の側面図である。FIG. 1 is a side view of a pile pile driving machine for soil pile.
【図2】ソイルパイル用杭打機の正面図である。FIG. 2 is a front view of a pile pile driving machine for soil pile.
【図3】要部の底面図である。FIG. 3 is a bottom view of a main part.
【図4】作業状態を示す平面図である。FIG. 4 is a plan view showing a working state.
【図5】従来例の作業状態を示す平面図である。FIG. 5 is a plan view showing a working state of a conventional example.
2…支持台としての走行車体 4…リーダー 8…掘削用ロッド 10a…第1の掘削刃体 10b…第1の掘削刃体 10c…第1の掘削刃体 2 ... traveling body as support 4 ... leader 8 ... excavating rod 10a ... first excavating blade 10b ... first excavating blade 10c ... first excavating blade
Claims (1)
上並設し、支持台に立設したリーダーに、各掘削用ロッ
ドを駆動回転および昇降可能に設けたソイルパイル用杭
打機において、前記掘削用ロッドの並設方向一端側の掘
削用ロッドの掘削刃体を、並設方向他端側の掘削用ロッ
ドの掘削刃体よりも小径に構成したことを特徴とするソ
イルパイル用杭打機。1. A pile pile driving machine in which three or more excavating rods having excavating blades are juxtaposed, and each excavating rod is provided on a leader erected on a support base so as to be able to rotate and ascend and descend. Wherein the excavation blade of the excavation rod at one end side in the juxtaposition direction of the excavation rod has a smaller diameter than the excavation blade body of the excavation rod at the other end side in the juxtaposition direction. Machine.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6385191A JP2825362B2 (en) | 1991-03-05 | 1991-03-05 | Pile pile driving machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6385191A JP2825362B2 (en) | 1991-03-05 | 1991-03-05 | Pile pile driving machine |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04277219A JPH04277219A (en) | 1992-10-02 |
JP2825362B2 true JP2825362B2 (en) | 1998-11-18 |
Family
ID=13241250
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6385191A Expired - Fee Related JP2825362B2 (en) | 1991-03-05 | 1991-03-05 | Pile pile driving machine |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2825362B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5893339B2 (en) * | 2011-10-27 | 2016-03-23 | 株式会社丸徳基業 | Construction method of soil cement continuous wall |
JP6764593B2 (en) * | 2016-10-11 | 2020-10-07 | 清水建設株式会社 | Structure with synthetic underground wall |
-
1991
- 1991-03-05 JP JP6385191A patent/JP2825362B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH04277219A (en) | 1992-10-02 |
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