JP4313509B2 - Hollow pile rotary press-fitting equipment - Google Patents

Hollow pile rotary press-fitting equipment Download PDF

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Publication number
JP4313509B2
JP4313509B2 JP2000271975A JP2000271975A JP4313509B2 JP 4313509 B2 JP4313509 B2 JP 4313509B2 JP 2000271975 A JP2000271975 A JP 2000271975A JP 2000271975 A JP2000271975 A JP 2000271975A JP 4313509 B2 JP4313509 B2 JP 4313509B2
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Japan
Prior art keywords
hollow pile
drive device
rotation drive
auger
pile
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2000271975A
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Japanese (ja)
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JP2002081062A (en
Inventor
延浩 松澤
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Nippon Sharyo Ltd
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Nippon Sharyo Ltd
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Priority to JP2000271975A priority Critical patent/JP4313509B2/en
Publication of JP2002081062A publication Critical patent/JP2002081062A/en
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Publication of JP4313509B2 publication Critical patent/JP4313509B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【0001】
【発明の属する技術分野】
本発明は、中空杭の内部をオーガスクリューにて掘削しながら中空杭を回転圧入して地中に埋設するいわゆる中掘り工法に用いられる中空杭回転圧入施工装置に関する。
【0002】
【従来の技術】
中掘り工法では、リーダに沿って昇降するオーガ回転駆動装置と中空杭回転駆動装置とを有する中空杭回転圧入施工装置により、中空杭の内部をオーガスクリューで掘削しながら施工することで、施工途中における所定の深さまでは中空杭を低負荷の掘削回転トルクで掘進できるが、最終段階のいわゆる根入れ時には、オーガスクリューを所定量引き上げて中空杭のみを回転圧入し、地盤の固い支持層に中空杭をある程度の長さ埋設し、中空杭先端を支持層の土砂で閉塞して、支持力を確保するので、大きな回転トルクを必要とする。
【0003】
このため、根入れ時に別の高トルク型の中空杭回転駆動装置により、中空杭を支持層まで回転圧入する工法や、高トルク型の中空杭回転駆動装置を装備した杭打機を用いる工法が採られていた
【0004】
【発明が解決しようとする課題】
しかし、別の高トルク型の中空杭回転駆動装置を用いる場合には、杭打機のオーガスクリューで中空杭を支持層の手前まで埋め込んだ後、杭打機を退避させて別の高トルク型の中空杭回転駆動装置をクレーン等の機材で吊りこんでセットするので、組み替え時間や多数の機材が必要となる。また、高トルク型の中空杭回転駆動装置を装備した杭打機は、これに見合った大きな装置となるので、効率が悪く、コスト高になっていた。
【0005】
そこで本発明は、根入れ時にのみ中空杭回転駆動装置にオーガ回転駆動装置の回転トルクを付加することにより、効率の良い装置にしてコスト低減を図った中空杭回転圧入施工装置を提供することを目的としている。
【0006】
【課題を解決するための手段】
上記した目的を達成するため、本発明は、リーダに沿って昇降するオーガ回転駆動装置と中空杭回転駆動装置とを備えた中空杭回転圧入施工装置において、請求項1の手段は、前記オーガ回転駆動装置のオーガ駆動軸に筒体を接続し、該筒体外周に係合突起を設け、前記中空杭回転駆動装置の中空杭駆動軸に接続される中空杭内周に、前記筒体を上昇させた際に前記筒体の係合突起と係合する係合突起を設け、前記中空杭の係合突起と前記筒体の係合突起とが係合した際に、前記オーガ回転駆動装置と前記中空杭回転駆動装置とを共に回転させて、オーガ回転駆動装置の回転トルクを中空杭回転駆動装置の回転トルクに付加せしめることを特徴とし、請求項2の手段は、前記オーガ回転駆動装置のオーガ駆動軸に筒体を接続し、該筒体外周に係合突起を設け、前記中空杭回転駆動装置の中空杭駆動軸と中空杭との連結部材内周に、前記筒体を上昇させた際に前記筒体の係合突起と係合する係合突起を設け、前記中空杭の係合突起と前記筒体の係合突起とが係合した際に、前記オーガ回転駆動装置と前記中空杭回転駆動装置とを共に回転させて、オーガ回転駆動装置の回転トルクを中空杭回転駆動装置の回転トルクに付加せしめることを特徴としている。
【0007】
【発明の実施の形態】
以下、本発明を図面に示される実施形態例に基づいて説明する。図1乃至図4は本発明の第1実施形態例を示すもので、杭打機1は、ベースマシン2の前部に立設したリーダ3に沿って昇降可能にオーガ回転駆動装置4と中空杭回転駆動装置5とを設けて、オーガ回転駆動装置4と中空杭回転駆動装置5とをシリンダ6で連結し、該シリンダ6にて中空杭回転駆動装置5に押し込み力を付与するように構成されている。
【0008】
オーガ回転駆動装置4には、オーガ駆動軸4aにオーガスクリュー7と該オーガスクリュー7の軸部外周に設けられる筒体8とが接続されている。該筒体8は、その下端外周に複数の係合突起8aを設けている。中空杭回転駆動装置5には、中空杭駆動軸5aに連結部材である杭キャップ9を介して中空杭10が接続されている。該中空杭10は、上端内周に複数の係合突起10aを設けている。前記筒体8は、前記シリンダ6を最大に伸ばした際に、係合突起8aが中空杭10の係合突起10aに係合する長さに形成されている。
【0009】
この構成により、中空杭10の内部をオーガスクリュー7で掘削しながら施工することで、施工途中における所定の深さまでは中空杭10を中空杭回転駆動装置5の掘削回転トルクで掘進でき、支持層に達した時点でシリンダ6を最大に伸ばしてオーガスクリュー7を引き上げると、筒体8の係合突起8aが中空杭10の係合突起10aに係合するから、オーガ回転駆動装置4と中空杭回転駆動装置5とを共に回転することにより、オーガ回転駆動装置4の回転トルクを中空杭回転駆動装置5の回転トルクに付加することができ、中空杭10を大きい回転トルクで支持層に埋設できる。また、オーガスクリュー7を引き上げることによって、支持層の土砂により中空杭10の先端閉塞が行われ、所定の支持力を容易に得ることができる。したがって、中空杭回転駆動装置5を高トルク型とする必要が無くなり、オーガ回転駆動装置4と中空杭回転駆動装置5の回転トルクを合わせたものが最大負荷より大きければよいので、効率の良い装置になって、軽量化、コストダウンを図ることができる。
【0010】
図5は、杭キャップ9の内周に筒体8の係合突起8aと係合する係合突起9aを設けた第2実施形態例を示すもので、上記第1実施形態例と同様の作用効果を奏する。また、図6に示されるように、オーガ回転駆動装置4と中空杭回転駆動装置5とが独立して昇降する構成の杭打機でも本発明は適用可能である。
【0011】
【発明の効果】
以上説明したように、本発明の中空杭回転圧入施工装置は、オーガ回転駆動装置のオーガ駆動軸に筒体を接続し、オーガスクリューを引き上げた際に筒体の係合突起と係合する係合突起を、中空杭回転駆動装置の中空杭駆動軸に接続される中空杭内周又は中空杭との連結部材内周に設けたので、中空杭の根入れ時にオーガスクリューを引き上げて、筒体の係合突起と中空杭又は連結部材の係合突起に係合させることにより、オーガ回転駆動装置の回転トルクを中空杭回転駆動装置の回転トルクに付加することができ、中空杭を大きい回転トルクで支持層に埋設できるから、装置を入れ替えることや中空杭回転駆動装置を高トルク型とする必要が無くなり、効率の良い装置になって、軽量化、コストダウンを図ることができる。また、オーガスクリューを引き上げることによって、支持層の土砂により中空杭の先端閉塞が行われ、所定の支持力を容易に得ることができる。
【図面の簡単な説明】
【図1】 本発明の第1実施形態例を示す断面図
【図2】 同じく筒体の係合突起と中空杭の係合突起とを係合させた状態の断面図
【図3】 図2III−III断面図
【図4】 杭打機の側面図
【図5】 本発明の第2実施形態例を示す断面図
【図6】 第1実施形態例の杭打機とは別の構成の杭打機の側面図
【符号の説明】
1…杭打機、2…ベースマシン、3…リーダ、4…オーガ回転駆動装置、4a…オーガ駆動軸、5…中空杭回転駆動装置、5a…中空杭駆動軸、7…オーガスクリュー、8…筒体、8a…筒体の係合突起、9…杭キャップ、9a…杭キャップの係合突起、10…中空杭、10a…中空杭の係合突起
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a hollow pile rotary press-fitting construction device used for a so-called digging method in which a hollow pile is rotationally pressed and buried in the ground while excavating the inside of the hollow pile with an auger screw.
[0002]
[Prior art]
In the middle digging method, a hollow pile rotary press-fitting construction device that has an auger rotation drive device that moves up and down along the leader and a hollow pile rotation drive device is used to construct the hollow pile while excavating it with an auger screw. The hollow pile can be dug with a low-load excavation rotational torque at a predetermined depth in the case of, but at the final stage of so-called piercing, the auger screw is pulled up by a predetermined amount and only the hollow pile is rotationally press-fitted into the solid support layer of the ground. The pile is buried to a certain length, and the tip of the hollow pile is closed with the earth and sand of the support layer to secure the support force, so a large rotational torque is required.
[0003]
For this reason, there is a method of rotationally press-fitting a hollow pile to the support layer with another high-torque type hollow pile rotary drive device at the time of rooting, or a method using a pile driving machine equipped with a high-torque type hollow pile rotary drive device. Was taken [0004]
[Problems to be solved by the invention]
However, when using another high-torque type hollow pile rotary drive device, the pile piler is buried in front of the support layer with the auger screw of the pile driver, and then the pile driver is retracted and another high torque type is driven. Since the hollow pile rotation drive device is suspended and set by equipment such as a crane, reassembly time and a large number of equipment are required. Moreover, since the pile driving machine equipped with the high-torque hollow pile rotary drive device is a large device commensurate with this, the efficiency is low and the cost is high.
[0005]
Therefore, the present invention provides a hollow pile rotary press-fitting construction device which is an efficient device and reduces cost by adding the rotational torque of the auger rotary drive device to the hollow pile rotary drive device only at the time of rooting. It is aimed.
[0006]
[Means for Solving the Problems]
In order to achieve the above-described object, the present invention provides a hollow pile rotary press-fitting construction apparatus including an auger rotation drive device that moves up and down along a leader and a hollow pile rotation drive device. A cylinder is connected to the auger drive shaft of the drive device, an engagement projection is provided on the outer periphery of the cylinder, and the cylinder is raised to the inner periphery of the hollow pile connected to the hollow pile drive shaft of the hollow pile rotation drive device An engagement protrusion that engages with the engagement protrusion of the cylindrical body when the engagement protrusion of the hollow pile and the engagement protrusion of the cylindrical body engage with each other. The means of claim 2 is characterized in that the rotation torque of the auger rotation drive device is added to the rotation torque of the hollow pile rotation drive device by rotating the hollow pile rotation drive device together. Connect the cylinder to the auger drive shaft and An engaging protrusion that is provided with a mating protrusion and engages with the engaging protrusion of the cylindrical body when the cylindrical body is raised on the inner periphery of the connecting member between the hollow pile driving shaft and the hollow pile of the hollow pile rotation driving device When the engagement protrusion of the hollow pile and the engagement protrusion of the cylindrical body are engaged, the auger rotation drive device and the hollow pile rotation drive device are rotated together to The rotational torque is added to the rotational torque of the hollow pile rotary drive device .
[0007]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention will be described based on an embodiment shown in the drawings. 1 to 4 show a first embodiment of the present invention. The pile driving machine 1 is hollow with an auger rotation driving device 4 so as to be movable up and down along a leader 3 erected on the front part of a base machine 2. The pile rotation drive device 5 is provided, the auger rotation drive device 4 and the hollow pile rotation drive device 5 are connected by a cylinder 6, and a pushing force is applied to the hollow pile rotation drive device 5 by the cylinder 6. Has been.
[0008]
The auger rotation drive device 4 is connected to an auger drive shaft 4 a with an auger screw 7 and a cylinder 8 provided on the outer periphery of the shaft portion of the auger screw 7. The cylindrical body 8 is provided with a plurality of engaging projections 8a on the outer periphery of the lower end thereof. The hollow pile rotation drive device 5 is connected to a hollow pile drive shaft 5a via a pile cap 9 that is a connecting member. The hollow pile 10 is provided with a plurality of engaging protrusions 10a on the inner periphery of the upper end. The cylindrical body 8 is formed in such a length that the engaging protrusion 8a engages with the engaging protrusion 10a of the hollow pile 10 when the cylinder 6 is extended to the maximum.
[0009]
By this construction, the hollow pile 10 can be excavated with the excavation rotational torque of the hollow pile rotation drive device 5 at a predetermined depth during construction by excavating the inside of the hollow pile 10 with the auger screw 7, and the support layer When the cylinder 6 is extended to the maximum and the auger screw 7 is pulled up, the engagement protrusion 8a of the cylindrical body 8 engages with the engagement protrusion 10a of the hollow pile 10, so that the auger rotation drive device 4 and the hollow pile By rotating together with the rotational drive device 5, the rotational torque of the auger rotational drive device 4 can be added to the rotational torque of the hollow pile rotational drive device 5, and the hollow pile 10 can be embedded in the support layer with a large rotational torque. . Further, by pulling up the auger screw 7, the tip of the hollow pile 10 is closed by the earth and sand of the support layer, and a predetermined support force can be easily obtained. Therefore, it is not necessary to make the hollow pile rotation drive device 5 a high torque type, and it is sufficient that the combined rotation torque of the auger rotation drive device 4 and the hollow pile rotation drive device 5 is larger than the maximum load. Thus, weight reduction and cost reduction can be achieved.
[0010]
FIG. 5 shows a second embodiment in which an engagement protrusion 9a that engages with the engagement protrusion 8a of the cylindrical body 8 is provided on the inner periphery of the pile cap 9, and the same effect as that of the first embodiment is shown. There is an effect. Moreover, as shown in FIG. 6, the present invention can be applied to a pile driving machine configured such that the auger rotation driving device 4 and the hollow pile rotation driving device 5 are moved up and down independently.
[0011]
【The invention's effect】
As described above, the hollow pile rotary press-fitting construction device according to the present invention connects the cylinder to the auger drive shaft of the auger rotation drive device, and engages with the engagement protrusion of the cylinder when the auger screw is pulled up. Since the joint protrusion is provided on the inner periphery of the hollow pile connected to the hollow pile drive shaft of the hollow pile rotation driving device or the connecting member inner periphery with the hollow pile, the auger screw is pulled up when the hollow pile is installed, By engaging the engagement protrusions of the hollow pile or the engagement protrusions of the connecting member, the rotational torque of the auger rotation drive device can be added to the rotation torque of the hollow pile rotation drive device, and the hollow pile has a large rotation torque. Since it can be embedded in the support layer, it is not necessary to replace the device or to make the hollow pile rotary drive device a high torque type, so that the device becomes an efficient device, and the weight can be reduced and the cost can be reduced. Further, by pulling up the auger screw, the end of the hollow pile is closed by the earth and sand of the support layer, and a predetermined support force can be easily obtained.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a first embodiment of the present invention. FIG. 2 is a cross-sectional view of a state in which an engagement protrusion of a cylindrical body and an engagement protrusion of a hollow pile are engaged. -III cross-sectional view [Fig. 4] Side view of the pile driver [Fig. 5] Cross-sectional view showing the second embodiment of the present invention [Fig. 6] Pile having a different configuration from the pile driver of the first embodiment Side view of the hammer [Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Pile driver, 2 ... Base machine, 3 ... Leader, 4 ... Auger rotation drive device, 4a ... Auger drive shaft, 5 ... Hollow pile rotation drive device, 5a ... Hollow pile drive shaft, 7 ... Auger screw, 8 ... Cylinder, 8a ... engagement projection of cylinder, 9 ... pile cap, 9a ... engagement projection of pile cap, 10 ... hollow pile, 10a ... engagement projection of hollow pile

Claims (2)

リーダに沿って昇降するオーガ回転駆動装置と中空杭回転駆動装置とを備えた中空杭回転圧入施工装置において、前記オーガ回転駆動装置のオーガ駆動軸に筒体を接続し、該筒体外周に係合突起を設け、前記中空杭回転駆動装置の中空杭駆動軸に接続される中空杭内周に、前記筒体を上昇させた際に前記筒体の係合突起と係合する係合突起を設け、前記中空杭の係合突起と前記筒体の係合突起とが係合した際に、前記オーガ回転駆動装置と前記中空杭回転駆動装置とを共に回転させて、オーガ回転駆動装置の回転トルクを中空杭回転駆動装置の回転トルクに付加せしめることを特徴とする中空杭回転圧入施工装置。In a hollow pile rotary press-fitting construction device comprising an auger rotation drive device that moves up and down along a leader and a hollow pile rotation drive device, a cylinder is connected to the auger drive shaft of the auger rotation drive device, An engagement protrusion is provided on the inner periphery of the hollow pile connected to the hollow pile drive shaft of the hollow pile rotation drive device and engages with the engagement protrusion of the cylinder when the cylinder is raised. When the engagement protrusion of the hollow pile and the engagement protrusion of the cylindrical body are engaged, the auger rotation drive device and the hollow pile rotation drive device are rotated together to rotate the auger rotation drive device. A hollow pile rotary press-fitting construction device that adds torque to the rotational torque of a hollow pile rotary drive device. リーダに沿って昇降するオーガ回転駆動装置と中空杭回転駆動装置とを有する中空杭回転圧入施工装置において、前記オーガ回転駆動装置のオーガ駆動軸に筒体を接続し、該筒体外周に係合突起を設け、前記中空杭回転駆動装置の中空杭駆動軸と中空杭との連結部材内周に、前記筒体を上昇させた際に前記筒体の係合突起と係合する係合突起を設け、前記中空杭の係合突起と前記筒体の係合突起とが係合した際に、前記オーガ回転駆動装置と前記中空杭回転駆動装置とを共に回転させて、オーガ回転駆動装置の回転トルクを中空杭回転駆動装置の回転トルクに付加せしめることを特徴とする中空杭回転圧入施工装置。In a hollow pile rotary press-fitting apparatus having an auger rotation drive device that moves up and down along a leader and a hollow pile rotation drive device, a cylinder is connected to an auger drive shaft of the auger rotation drive device and engaged with the outer periphery of the cylinder An engagement protrusion that engages with the engagement protrusion of the cylinder when the cylinder is raised is provided on the inner periphery of the connecting member between the hollow pile drive shaft and the hollow pile of the hollow pile rotation drive device. When the engagement protrusion of the hollow pile and the engagement protrusion of the cylindrical body are engaged, the auger rotation drive device and the hollow pile rotation drive device are rotated together to rotate the auger rotation drive device. A hollow pile rotary press-fitting construction device that adds torque to the rotational torque of a hollow pile rotary drive device.
JP2000271975A 2000-09-07 2000-09-07 Hollow pile rotary press-fitting equipment Expired - Fee Related JP4313509B2 (en)

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JP4543070B2 (en) * 2007-09-28 2010-09-15 伸栄株式会社 Steel pipe press-in auxiliary device and steel pipe press-in method using the same

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