JP2023007692A - Turning device, and pile driver - Google Patents

Turning device, and pile driver Download PDF

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JP2023007692A
JP2023007692A JP2021110696A JP2021110696A JP2023007692A JP 2023007692 A JP2023007692 A JP 2023007692A JP 2021110696 A JP2021110696 A JP 2021110696A JP 2021110696 A JP2021110696 A JP 2021110696A JP 2023007692 A JP2023007692 A JP 2023007692A
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pile driver
turning device
pile
turning
support portion
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JP7429977B2 (en
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徳良 ▲崎▼山
Noriyoshi Sakiyama
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Abstract

To provide a pile driver capable of driving a pile more easily.SOLUTION: A turning device 7 comprises: a support part 71 mounted to a leader 3 provided in a pile driver 1 so as to freely ascend/descend; and a turning part 72 connected to an upper part of a vibration hammer 6. The turning part 72 is connected to the support part 71 so as to freely turn. The support part 71 comprises a motor, and the turning part 72 turns with respect to the support part 71 by driving force from the motor.SELECTED DRAWING: Figure 1

Description

本発明は、旋回装置及び杭打機に関する。 The present invention relates to a turning device and a pile driver.

家屋などの建築物を建設する際に、地盤に杭を打ち込む杭打工事を行うことがある。杭打工事には種々の工法があるが、プレボーリング工法による杭打工事の手順は例えば次の通りである。 BACKGROUND ART When constructing a building such as a house, a pile driving work is sometimes performed to drive piles into the ground. There are various construction methods for piling work, but the procedure for piling construction by the pre-boring method is as follows.

まず、アースオーガでオーガスクリュを回転させて地盤に孔を空け、杭(例えばH鋼杭)を挿入する。このとき、杭の向きがずれている場合には作業員がバールを用いて杭を回転させて向きを調整する。次に、ドロップハンマ等を杭頭に打ち付けて杭を打ち込んだり(打撃工法)、バイブロハンマの振動によって杭を打ち込んだりする(振動工法)(特許文献1、2参照)。 First, an earth auger rotates the auger screw to make a hole in the ground and insert a pile (for example, an H steel pile) into the hole. At this time, if the direction of the pile is misaligned, the worker rotates the pile using a crowbar to adjust the direction. Next, the pile is driven by driving a drop hammer or the like into the pile head (impact method), or the pile is driven by vibration of the vibratory hammer (vibration method) (see Patent Literatures 1 and 2).

アースオーガとドロップハンマの双方を装着した杭打機が提案されている一方で、バイブロハンマは移動式クレーンから吊り下げられたり油圧ショベルに取り付けられたりして用いられるのが一般的であった。 While pile drivers equipped with both earth augers and drop hammers have been proposed, vibratory hammers have generally been used suspended from mobile cranes or attached to hydraulic excavators.

特開2004-225298号公報JP 2004-225298 A 特開平09-264021号公報JP-A-09-264021

上述の打撃工法では騒音が大きいという問題があった。バイブロハンマを用いた振動工法であれば打撃工法と比較して騒音が少ないが、アースオーガ用の重機とは別に、バイブロハンマ用の重機が必要となるという問題があった。特に、狭い作業現場では重機を複数台も利用できないという問題もあった。更に、いずれの場合においても杭の向きは作業員がバールを用いて人力で調整する必要があることから、体力的な負担が大きいことに加え、状況によっては周囲の壁等が障害物となってバールの扱いが難しいこともあった。 The hammering method described above has a problem of loud noise. The vibration construction method using a vibratory hammer produces less noise than the impact construction method, but there is a problem that the heavy machinery for the vibratory hammer is required in addition to the heavy machinery for the earth auger. In particular, there was also the problem that multiple heavy machines could not be used in narrow work sites. Furthermore, in either case, the direction of the piles needs to be manually adjusted by the workers using a crowbar. It was also difficult to handle the crowbar.

本発明は、より容易に杭打を行うことのできる杭打機及びこれに用いる旋回装置の提供を目的とする。 SUMMARY OF THE INVENTION An object of the present invention is to provide a pile driver that can drive piles more easily and a turning device used therein.

本発明に係る旋回装置は、杭打機が備えるリーダに昇降自在に装着される支持部と、バイブロハンマの上方に連結される旋回部と、を備え、前記旋回部は、前記支持部に旋回自在に連結され、前記支持部はモータを備え、前記旋回部は前記モータからの駆動力により前記支持部に対して旋回する。 A turning device according to the present invention includes a support portion that is attached to a leader of a pile driver so that it can move up and down, and a turning portion that is connected above a vibratory hammer, and the turning portion can turn on the support portion. , the support includes a motor, and the turning portion turns relative to the support by a driving force from the motor.

また、本発明に係る杭打機は、リーダと、上記旋回装置と、前記旋回装置の下端に連結されたバイブロハンマと、を備え、前記旋回装置は、前記リーダに昇降自在に装着され、前記バイブロハンマは前記旋回部と一体的に旋回する。 A pile driver according to the present invention includes a leader, the turning device, and a vibratory hammer connected to a lower end of the turning device. rotates integrally with the rotating portion.

本発明に係る旋回装置は、リーダに昇降自在に装着される支持部と、バイブロハンマの上方に連結されて支持部に旋回自在に連結された旋回部と、を備えるので、バイブロハンマをリーダに装着して使用できる。よって、リーダを備える重機と別個にバイブロハンマ用の重機を用いる必要がない。また、バイブロハンマを旋回させることができるので、鉛直孔に挿入された既成杭の向きの調整をバイブロハンマを用いて行うことができる。 The turning device according to the present invention includes a support portion that is mounted on the leader so that it can move up and down, and a turning portion that is connected above the vibratory hammer and is connected to the support portion so that the vibratory hammer can turn freely. can be used Therefore, there is no need to use a heavy machine for the vibratory hammer separately from the heavy machine equipped with the leader. Moreover, since the vibratory hammer can be rotated, the orientation of the existing pile inserted into the vertical hole can be adjusted using the vibratory hammer.

本発明に係る杭打機は、上述の旋回装置を備えるので、上述したのと同様の効果を得ることができる。 Since the pile driver according to the present invention includes the above-described turning device, it is possible to obtain the same effects as described above.

本発明に係る杭打機の構成を示す側面図。BRIEF DESCRIPTION OF THE DRAWINGS The side view which shows the structure of the pile driver which concerns on this invention. 図1に示す杭打機が備える旋回装置を図1の矢印A方向から見た正面図。The front view which looked at the turning device with which the pile driver shown in FIG. 1 is provided from the arrow A direction of FIG. 図2に示す旋回装置が備える支持部の内部構造を示す平面図。FIG. 3 is a plan view showing the internal structure of a support portion included in the turning device shown in FIG. 2;

以下、添付図面を参照して、本発明の実施形態に係る杭打機について説明する。図1に示すように、本実施形態に係る杭打機1は、ベースマシン2を備え、ベースマシン2は、クローラ式の走行体21と、走行体21に旋回可能に搭載された旋回体22と、旋回体22に設けられた運転席23と、を備える。 A pile driver according to an embodiment of the present invention will be described below with reference to the accompanying drawings. As shown in FIG. 1, a pile driver 1 according to this embodiment includes a base machine 2. The base machine 2 includes a crawler-type running body 21 and a revolving body 22 mounted on the running body 21 so as to be able to turn. and a driver's seat 23 provided on the revolving body 22 .

杭打機1は更に、旋回体22に起伏可能に搭載されたリーダ3と、リーダ3に連結されて起立状態のリーダ3を後方から支持する左右一対のバックステー4と、リーダ3に沿って昇降自在に設けられたアースオーガ5と、バイブロハンマ6と、バイブロハンマ6を支持する旋回装置7と、を備える。リーダ3の頂部には、複数の滑車(図示せず)が配列された頭部部材31が設けられている。これらの滑車にはそれぞれ、巻上ウインチ(図示せず)によって繰り出される巻上ワイヤW1や、補巻きウインチ(図示せず)によって繰り出される補巻ワイヤW2が掛け回されている。また、補巻ワイヤW2の先端には補巻フックHが吊持されている。 The pile driver 1 further includes a leader 3 mounted on the revolving body 22 so as to be able to rise and fall; It has an earth auger 5 that can be moved up and down, a vibratory hammer 6, and a turning device 7 that supports the vibratory hammer 6. - 特許庁A head member 31 in which a plurality of pulleys (not shown) are arranged is provided at the top of the reader 3 . A hoisting wire W1 that is let out by a hoisting winch (not shown) and an auxiliary hoisting wire W2 that is let out by an auxiliary hoisting winch (not shown) are wound around these pulleys. An auxiliary winding hook H is suspended from the tip of the auxiliary winding wire W2.

アースオーガ5は、リーダ3に沿って昇降自在に設けられたオーガ駆動機(オーガ本体)51と、オーガ駆動機51に連結されたオーガスクリュ(図示せず)と、を備える。図1に示す例では、オーガ駆動機51のピニオン(図示せず)に噛合する両面ラック32がリーダ3の外周面に配設されており、オーガ駆動機51は、ピニオンを正逆回転させることによって両面ラック32に倣ってリーダ3の長手方向へ昇降可能に構成されている。オーガスクリュはオーガ駆動機51により回転駆動され、施工対象領域の地盤を掘削する。なお、アースオーガ5の具体的構成は公知であるので詳細な説明は省略する。また、アースオーガ5の昇降機構は上述したものに限定されず、両面ラック32やピニオンを利用しないものであっても構わない。 The earth auger 5 includes an auger driver (auger main body) 51 that is vertically movable along the leader 3 and an auger screw (not shown) connected to the auger driver 51 . In the example shown in FIG. 1, a double-sided rack 32 that meshes with a pinion (not shown) of an auger driver 51 is arranged on the outer peripheral surface of the leader 3, and the auger driver 51 rotates the pinion forward and backward. , so that it can move up and down along the longitudinal direction of the reader 3 following the double-sided rack 32 . The auger screw is rotationally driven by the auger driver 51 and excavates the ground of the construction target area. Since the specific configuration of the earth auger 5 is well known, detailed description thereof will be omitted. Further, the lifting mechanism for the earth auger 5 is not limited to the one described above, and may be one that does not use the double-sided rack 32 or the pinion.

バイブロハンマ6は、シャックル61aを有するハンガー61と、ダンパ機構62と、ハンガー61にダンパ機構62を介して吊り下げられた起振機63と、起振機63の下部に取り付けられて既成杭(図示せず)を把持するための下向きのチャック64と、を備え、起振機63で発生する上下方向の起振力によって既成杭を振動させて打ち込む。バイブロハンマ6の構成は公知であるため詳細な説明は省略する。なお、バイブロハンマ6の種類は問わず、電動式のものであっても油圧式のものであっても構わない。 The vibratory hammer 6 includes a hanger 61 having a shackle 61a, a damper mechanism 62, an exciter 63 suspended from the hanger 61 via the damper mechanism 62, and an existing pile attached to the lower part of the exciter 63 (Fig. (not shown)), and a vertical vibrating force generated by the vibrator 63 vibrates and drives the existing pile. Since the configuration of the vibrating hammer 6 is well known, detailed description thereof will be omitted. The vibratory hammer 6 may be of any type, and may be of an electric type or a hydraulic type.

バイブロハンマ6は、旋回装置7を介してリーダ3に装着されている。より具体的に、図2に示すように、リーダ3にはリーダ3の長手方向に沿って平行に延びる一対のガイドレール33が設けられており、旋回装置7は、一対のガイドレール33に上下摺動自在に嵌合された支持部71と、支持部71の下方に位置する旋回部72と、を備える。旋回部72は支持部71に対して水平方向に旋回自在であり、バイブロハンマ6は旋回部72の下端に連結されている。 The vibratory hammer 6 is attached to the leader 3 via a swivel device 7 . More specifically, as shown in FIG. 2 , the reader 3 is provided with a pair of guide rails 33 extending in parallel along the longitudinal direction of the reader 3 , and the turning device 7 is vertically attached to the pair of guide rails 33 . A supporting portion 71 slidably fitted thereto and a turning portion 72 located below the supporting portion 71 are provided. The swivel portion 72 is horizontally swivelable with respect to the support portion 71 , and the vibratory hammer 6 is connected to the lower end of the swivel portion 72 .

支持部71には、図3に示す油圧モータMと、油圧モータMにより回転駆動されるウォームギアGが収容されており、ウォームギアGは水平方向に延びて油圧モータMにより回転駆動されるウォームG1と、ウォームG1と噛み合わされて水平方向に回転するウォームホイールG2と、を有し、油圧モータMはベースマシン2が備える油圧源(図示せず)に接続されている。旋回部72はウォームホイールG2の出力軸に連結されており、油圧モータMが駆動されると、旋回部72は支持部71に対して旋回軸線Cを中心にウォームホイールG2の出力軸と一体的に水平方向に旋回する。 3 and a worm gear G rotationally driven by the hydraulic motor M are accommodated in the support portion 71. The worm gear G extends in the horizontal direction and includes a worm G1 rotationally driven by the hydraulic motor M. , and a worm wheel G2 that meshes with the worm G1 and rotates in the horizontal direction. The revolving part 72 is connected to the output shaft of the worm wheel G2, and when the hydraulic motor M is driven, the revolving part 72 rotates integrally with the output shaft of the worm wheel G2 with respect to the support part 71 around the revolving axis C. to rotate horizontally.

図2を参照して、旋回部72の下端には一対のフランジ72aが設けられ、一対のフランジ72aを貫通する支軸72bにバイブロハンマ6のシャックル61aが懸架されることにより、バイブロハンマ6は旋回部72と一体的に旋回するように旋回部72に連結されている。 Referring to FIG. 2, a pair of flanges 72a is provided at the lower end of the revolving portion 72, and a shackle 61a of the vibratory hammer 6 is suspended on a support shaft 72b passing through the pair of flanges 72a. It is connected to the swivel portion 72 so as to swivel integrally therewith.

また、支持部71の上面には、巻上ワイヤW1が掛け回された滑車73が設けられ、巻上ウインチ(図示せず)により巻上ワイヤW1を巻き取り又は繰り出すと、旋回装置7はバイブロハンマ6と共にリーダ3に沿って昇降する。 A pulley 73 around which a hoisting wire W1 is wound is provided on the upper surface of the support portion 71, and when the hoisting wire W1 is wound or unwound by a hoisting winch (not shown), the turning device 7 operates as a vibratory hammer. 6 moves up and down along the leader 3.

次に、本実施形態に係る杭打機1を用いた杭打方法について説明する。まず、アースオーガ5により地盤を所定深さまで掘削して鉛直孔を形成する。アースオーガ3による鉛直孔の形成は周知の方法で行うことができる。次に、既成杭(例えばH鋼(図示せず))を補巻フックHに玉掛して補巻きウインチ(図示せず)で吊り上げ、鉛直孔に挿入する。ベースマシン2の旋回体22を旋回させてバイブロハンマ6が既成杭の上方に位置するように位置調整を行い、バイブロハンマ6(旋回装置7)を降下させ、チャック64で既成杭の上端部(例えば、H鋼の場合にはウェブの上端部)を把持する。このとき、既成杭の向きがずれている場合には、バイブロハンマ6と共に旋回部72を水平方向に旋回させて既成杭の向きを調整する。そして、バイブロハンマ6を所要の通りに起動させて既成杭を所定深さまで打ち込む。 Next, a pile driving method using the pile driver 1 according to this embodiment will be described. First, the earth auger 5 excavates the ground to a predetermined depth to form a vertical hole. Formation of the vertical hole by the earth auger 3 can be performed by a well-known method. Next, an existing pile (for example, H steel (not shown)) is slinged on the auxiliary hoisting hook H, lifted by an auxiliary hoisting winch (not shown), and inserted into a vertical hole. The revolving body 22 of the base machine 2 is revolved to adjust the position of the vibratory hammer 6 so that it is positioned above the existing pile. The upper edge of the web in the case of H steel) is gripped. At this time, if the orientation of the existing pile is misaligned, the orientation of the existing pile is adjusted by horizontally rotating the revolving part 72 together with the vibrating hammer 6 . Then, the vibratory hammer 6 is started as required to drive the existing pile to a predetermined depth.

このように、本実施形態における杭打機1によれば、アースオーガ5を用いた掘削工程とバイブロハンマ6を用いた打込工程とを、一台の重機(杭打機1)のみで行うことができるので、複数台の重機を用いる必要がない。 Thus, according to the pile driver 1 of the present embodiment, the excavation process using the earth auger 5 and the driving process using the vibratory hammer 6 can be performed by only one heavy machine (the pile driver 1). Since it is possible, there is no need to use multiple heavy machines.

また、鉛直孔に挿入された既成杭の向きの調整もバイブロハンマ6を用いて行うことができるので、バールを用いた人力による場合と比較して作業者の負担を軽減できる。 In addition, since the direction of the existing pile inserted into the vertical hole can be adjusted using the vibratory hammer 6, the burden on the operator can be reduced compared to manual work using a crowbar.

以上、本発明の実施形態に係る杭打機について添付の図面を参照して説明したが、本発明はかかる実施形態に限定されず、本発明の範囲を逸脱することなく種々の変形、修正が可能である。 As described above, the pile driver according to the embodiment of the present invention has been described with reference to the accompanying drawings, but the present invention is not limited to such embodiment, and various modifications and modifications can be made without departing from the scope of the present invention. It is possible.

例えば、上記実施形態においては杭打機として三点式杭打機を例に説明したが、杭打機の種類に制限はなく、例えば懸垂式杭打機であっても良い。また、上記実施形態における旋回装置7は油圧式に限定されず、油圧モータに変えて電動モータ等を備えるものであっても構わない。 For example, in the above embodiment, a three-point pile driver is used as an example of a pile driver, but the type of pile driver is not limited, and for example, a suspension type pile driver may be used. Further, the turning device 7 in the above embodiment is not limited to a hydraulic type, and may be provided with an electric motor or the like in place of the hydraulic motor.

1 杭打機
2 ベースマシン
3 リーダ
5 アースオーガ
6 バイブロハンマ
7 旋回装置
22 旋回体
71 支持部
72 旋回部
1 pile driver 2 base machine 3 leader 5 earth auger 6 vibratory hammer 7 swivel device 22 swivel body 71 support portion 72 swivel portion

Claims (5)

杭打機が備えるリーダに昇降自在に装着される支持部と、
バイブロハンマの上方に連結される旋回部と、を備え、
前記旋回部は、前記支持部に旋回自在に連結され、
前記支持部はモータを備え、
前記旋回部は前記モータからの駆動力により前記支持部に対して旋回することを特徴とする旋回装置。
a support portion attached to a leader provided in the pile driver so as to be able to move up and down;
a rotating part connected above the vibratory hammer,
The swivel portion is rotatably connected to the support portion,
the support includes a motor;
A turning device, wherein the turning part turns with respect to the supporting part by a driving force from the motor.
リーダと、
前記リーダに昇降自在に装着された旋回装置と、
前記旋回装置の下端に連結されたバイブロハンマと、を備え、
前記旋回装置は請求項1に記載の旋回装置であって、
前記バイブロハンマは前記旋回部と一体的に旋回することを特徴とする杭打機。
with the leader;
a turning device attached to the reader so as to be able to move up and down;
a vibratory hammer connected to the lower end of the turning device,
The turning device is the turning device according to claim 1,
A pile driver, wherein the vibratory hammer rotates integrally with the rotating portion.
巻上ウインチを更に備え、
前記支持部には前記巻上ウインチから繰り出される巻上ワイヤが掛け回された滑車が設けられ、
前記リーダには、前記リーダの長手方向に延びるガイドレールが設けられ、
前記支持部は前記ガイドレールに摺動自在に嵌合されていることを特徴とする請求項2に記載の杭打機。
Equipped with a hoisting winch,
The support portion is provided with a pulley around which a hoisting wire fed out from the hoisting winch is wound,
The reader is provided with a guide rail extending in the longitudinal direction of the reader,
3. The pile driver according to claim 2, wherein said support portion is slidably fitted to said guide rail.
前記リーダに昇降自在に装着されたアースオーガを更に備えることを特徴とする請求項2又は3に記載の杭打機。 4. The pile driver according to claim 2, further comprising an earth auger attached to said leader so as to be able to move up and down. 前記支持部は、前記モータにより回転駆動されるウォームと、前記ウォームと噛み合わされたウォームホイールと、を有し、前記旋回部は前記ウォームホイールの出力軸に連結されており、
前記モータが駆動されると、前記旋回部は前記出力軸と一体的に前記支持部に対して水平方向に旋回することを特徴とする請求項2~4の何れかに記載の杭打機。

The support portion has a worm that is rotationally driven by the motor and a worm wheel that meshes with the worm, and the turning portion is connected to an output shaft of the worm wheel,
The pile driver according to any one of claims 2 to 4, wherein when the motor is driven, the rotating portion rotates horizontally with respect to the supporting portion integrally with the output shaft.

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