JP4968925B2 - Rectangular machine - Google Patents

Rectangular machine Download PDF

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JP4968925B2
JP4968925B2 JP2007164729A JP2007164729A JP4968925B2 JP 4968925 B2 JP4968925 B2 JP 4968925B2 JP 2007164729 A JP2007164729 A JP 2007164729A JP 2007164729 A JP2007164729 A JP 2007164729A JP 4968925 B2 JP4968925 B2 JP 4968925B2
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drive unit
rolling
rectangular
outer shell
cutter
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JP2009002069A (en
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栄治 酒井
直人 時枝
政隆 榊原
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株式会社アルファシビルエンジニアリング
ボーディング株式会社
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Description

本発明は、地盤を矩形断面に掘削しながら後続の矩形管を推進させて地中に矩形管路を構築する矩形掘進機に関する。   The present invention relates to a rectangular excavator that constructs a rectangular pipe in the ground by propelling a subsequent rectangular pipe while excavating the ground into a rectangular cross section.

都市部において、既設地下構造物やパイプラインの直下に地下空間やトンネルを構築する場合、地下歩道等の地下空間は必要内空断面の確保から、円形より矩形構造が優位とされている。しかしながら、掘進中に発生する推進直角方向の傾き(ローリング)は円形では問題ないが、矩形では出来型が傾斜した場合、工事出来型品質に問題が発生する。そのためには、掘進機内部や函体先導部にローリング修正装置を設置する必要がある。   In urban areas, when underground spaces and tunnels are constructed directly under existing underground structures and pipelines, the underground space such as underground walkways has a rectangular structure superior to a circular shape in order to secure the necessary internal cross section. However, the right angle of the propulsion (rolling) that occurs during excavation is not a problem with a circular shape, but when the completed shape is inclined with a rectangular shape, there is a problem in the quality of the completed work. For that purpose, it is necessary to install a rolling correction device inside the excavator or in the box leading part.

ローリング修正装置の公知技術としては、油圧ジャッキを使用した張り出し装置(グリッパージャッキ)や、平面片方の抵抗力(突起を押し出す方式や片側のソリ状の乗り上げを容易にさせる機器)を利用して、水平精度を維持する工夫が成されている。これらの技術は、掘削を行った後で掘進機後方部で様々な突起物を利用して追従する函体コンクリートを修正する方式が中心である。   As a known technique of the rolling correction device, using an overhanging device (gripper jack) using a hydraulic jack, or a resistance force on one side of the plane (a device that pushes out a protrusion or makes it easy to ride on a sled on one side) A device to maintain the horizontal accuracy is made. These techniques mainly focus on a method of correcting the box concrete that follows following the excavator using various protrusions after excavation.

ボックスカルバート等の矩形函体の推進を行う場合、推進方向上の精度確保も重要な管理項目であるが、掘削時の水平精度に関しても非常に重要な課題となっている。その精度確保のために様々なローリング修正装置があるが、地盤が軟弱な場合、押し出した突起物が地山内に埋まり込み、地盤の反力の効果が得にくい場合も多く、地盤反力を得るために大きな支持板を掘進機後方部や先導函体に設置する対策が必要となる。   When propelling a rectangular box such as a box culvert, ensuring accuracy in the propulsion direction is an important management item, but it is also a very important issue regarding horizontal accuracy during excavation. There are various rolling correction devices to ensure the accuracy, but when the ground is soft, the extruded protrusions are buried in the ground, and it is often difficult to obtain the ground reaction force. Therefore, it is necessary to take measures to install a large support plate in the rear part of the excavator or in the leading box.

しかし、ローリング修正に対応した装置の負荷が明白となっておらず、支持板を過大に作用させた場合、逆の方向にローリングを起こす危険性を有している。すなわち、地盤強度が大きい場合や軟弱な場合、又は構成粒子が砂礫の場合やシルト粘土の場合など、地盤の構成状態によって支持板を押し出す圧力や押し出し寸法が経験上の推測で行われており、結果からの考察が中心となっている。そのような経験的な要素を除外するためには、掘削段階から水平を保った掘削を行うことが、ローリングを最小限に食い止める方法として有効である。
特開2004−238961号公報 特開2006−152745号公報
However, the load of the device corresponding to the rolling correction is not clear, and if the support plate is excessively acted, there is a risk of rolling in the opposite direction. That is, when the ground strength is large or weak, or when the constituent particles are gravel or silt clay, the pressure and extrusion dimensions to push out the support plate depending on the ground configuration state have been made based on experience, The focus is on the results. In order to exclude such an empirical element, it is effective to perform excavation while keeping the level from the excavation stage as a method for preventing rolling to a minimum.
JP 2004-238916 A JP 2006-152745 A

本発明が解決しようとする課題は、従来のこれらの問題点を解消し、従来のように掘削後に掘進機内や後方函体でローリングの修正を行うのではなく、カッター及びその駆動部を外殻とは独立して回転させることで、掘削段階でローリングの修正を行えるようにした矩形掘進機を提供することにある。   The problem to be solved by the present invention is to solve these conventional problems, and not to correct the rolling in the excavator or the rear box after excavation as in the prior art, but to fix the cutter and its drive part to the outer shell. The object is to provide a rectangular excavator that can be rotated independently of each other so that rolling can be corrected in the excavation stage.

かかる課題を解決した本発明の構成は、
1) 矩形断面の外殻と、自転公転しながら地盤を外殻よりやや大きい矩形断面に掘削する複数のカッターとで構成された矩形掘進機において、各カッターを軸支して自転公転させる円形の駆動部をカッターの公転中心まわりに回動可能に軸支された排土スクリューコンベヤと一体的に固着し、外殻の内部左右位置に内側へ伸縮できるジャッキを設け、左右のジャッキの伸縮部の先端を駆動部の一部に当接し、左右のジャッキを相対的に伸縮させることで駆動部が外殻に対して円周方向へ回動できるようにし、掘削段階で生じた削孔のローリングを水平掘削へ修正可能としたことを特徴とする、矩形掘進機
2) 駆動部の傾斜を検知するローリングセンサーを駆動部に取り付け、ローリングセンサーが駆動部のローリングを検知すると駆動部をローリングとは逆方向へ回動させてローリングを解消するように左右のジャッキを制御する制御手段を設けた、前記1)記載の矩形掘進機
3) 駆動部が、外周面に歯を備え公転位置で軸支される駆動部本体と、各カッターの後部に備え駆動部本体の歯と歯合される歯車と、各カッターの歯車の軸端を軸支する内歯歯車と、内歯歯車と歯合して駆動部本体の外周を回転させる電動機とで構成したものである、前記1)又は2)記載の矩形掘進機
にある。
The configuration of the present invention that solves this problem is as follows.
1) In a rectangular excavator composed of an outer shell with a rectangular cross section and a plurality of cutters that excavate the ground to a rectangular cross section that is slightly larger than the outer shell while rotating and revolving, a circular shape that rotates and revolves around each cutter. driver fixed mosquitoes Potter revolution centered around a rotatably supported by the soil discharge screw conveyor and integral of a jack that can stretch inward inside left and right positions of the outer shell is provided, telescopic portions of the left and right jack tip in contact with the part of the driver of, to be able to rotate in the circumferential direction relative to the outer shell driver by causing relative stretching the left and right jack, rolling drilling caused by the drilling stage characterized in that the set to be modified to a horizontal drilling, mounting a rolling sensor for detecting the inclination of the rectangular shield machine 2) drive unit to the drive unit, the a driving unit rolling sensor detects the rolling of the drive unit The rectangular excavator described in 1) above, which is provided with control means for controlling the left and right jacks so as to eliminate rolling by rotating in the direction opposite to the ring, and the drive part has a revolution on its outer peripheral surface with teeth. A drive unit body that is pivotally supported by a gear, a gear that is provided at the rear portion of each cutter and meshed with the teeth of the drive unit body, an internal gear that pivotally supports the shaft end of the gear of each cutter, an internal gear and a tooth In combination with the electric motor that rotates the outer periphery of the drive unit main body, the rectangular engraving machine according to 1) or 2) is provided.

本発明では、矩形掘進機がローリングすると、駆動部をローリングの方向とは逆方向へ同じローリング量を回動させるように左右のジャッキを相対的に伸縮させる。各カッターは回動後の修正位置で矩形断面に掘削し、外殻と後続の矩形管が修正位置で掘削された削孔に埋入しながら徐々にローリング前の姿勢に戻る。その後、左右のジャッキを中立の位置に戻し、駆動部をローリング前の位置に復帰させてローリングの修正を完了させる。   In the present invention, when the rectangular excavator rolls, the left and right jacks are relatively expanded and contracted so as to rotate the drive unit in the opposite direction to the rolling direction. Each cutter digs into a rectangular cross section at the corrected position after rotation, and gradually returns to the pre-rolling posture while the outer shell and the subsequent rectangular tube are embedded in the drilled hole excavated at the corrected position. Thereafter, the left and right jacks are returned to the neutral position, and the drive unit is returned to the position before rolling to complete the correction of rolling.

このように、掘削後に掘進機内や後方函体でローリングの修正を行うことなく、掘削段階でその地盤の状態に応じたローリング修正が直に行えるから、従来と比較してローリングを最小限に食い止めることができる。   In this way, the rolling correction can be made directly according to the ground condition at the excavation stage without correcting the rolling in the excavator or the rear box after excavation, so that the rolling can be minimized as compared with the conventional case. be able to.

本発明では、駆動部の傾斜を検知するローリングセンサーと、検知したローリングとは逆方向へ駆動部を回動させるように左右のジャッキを制御する制御手段を設け、ローリングの修正を掘削中の地盤の状態に応じて自動的に行えるようにする。ジャッキとしては油圧式や機械式が用いられる。以下、本発明の実施例を図面に基づいて具体的に説明する。   In the present invention, a rolling sensor for detecting the inclination of the drive unit, and a control means for controlling the left and right jacks so as to rotate the drive unit in a direction opposite to the detected rolling are provided, and the ground during excavation is corrected. It can be automatically performed according to the state of. A hydraulic type or a mechanical type is used as the jack. Embodiments of the present invention will be specifically described below with reference to the drawings.

図1は実施例の矩形掘進機の説明図、図2は実施例の矩形掘進機の正面図、図3は図1のA−A断面図、図4は実施例のカッターの回転軌跡を示す説明図、図5,6は実施例のローリングの修正を示す説明図である。   FIG. 1 is an explanatory diagram of a rectangular excavator according to the embodiment, FIG. 2 is a front view of the rectangular excavator according to the embodiment, FIG. 3 is a cross-sectional view taken along the line AA in FIG. FIG. 5 and FIG. 6 are explanatory views showing rolling correction of the embodiment.

図中、10は矩形掘進機、11は外殻、12はカッター、13は駆動部、13aは駆動部本体、13bは歯、13cは歯車、13dは遊星歯車、13eは内歯歯車、13fは電動機、13gは突起、14は排土スクリューコンベヤ、14aは電動機、15は方向修正ジャッキ、16はローリング修正ラムジャッキ、16aは伸縮ロッド、17はストロークセンサー、18はローリングセンサー、19は矩形管、Gは掘削ライン、Gaは掘削要修正部分、Gbは掘削不要部分である。   In the figure, 10 is a rectangular excavator, 11 is an outer shell, 12 is a cutter, 13 is a drive unit, 13a is a drive unit body, 13b is a tooth, 13c is a gear, 13d is a planetary gear, 13e is an internal gear, 13f is Electric motor, 13g is a protrusion, 14 is an earth discharging screw conveyor, 14a is an electric motor, 15 is a direction correcting jack, 16 is a rolling correcting ram jack, 16a is a telescopic rod, 17 is a stroke sensor, 18 is a rolling sensor, 19 is a rectangular tube, G is an excavation line, Ga is an excavation correction portion, and Gb is an excavation unnecessary portion.

本実施例の矩形掘進機10は、図1〜3に示すように矩形断面の外殻11と自転公転しながら地盤を外殻11よりやや大きい矩形断面に掘削する3体のカッター12とで構成されている。各カッター12を軸支して駆動する駆動部13は外殻11とは分離した状態で配置され、駆動部13の中心位置に排土スクリューコンベヤ14を一体的に備え、この排土スクリューコンベヤ14を外殻11内にカッター12の公転位置で軸支している。   As shown in FIGS. 1 to 3, the rectangular excavator 10 according to the present embodiment includes an outer shell 11 having a rectangular cross section and three cutters 12 that excavate the ground to a rectangular cross section slightly larger than the outer shell 11 while rotating and revolving. Has been. A drive unit 13 that pivotally drives each cutter 12 is disposed in a state of being separated from the outer shell 11, and a soil removal screw conveyor 14 is integrally provided at the center position of the drive unit 13. Is supported in the outer shell 11 at the revolution position of the cutter 12.

駆動部13は全体が円形で、外周面に歯13bを備え排土スクリューコンベヤ14と一体の駆動部本体13aと、各カッター12の後部に備え駆動部本体13aの歯13bと歯合される歯車13cと、遊星歯車13dと、歯車13cと遊星歯車13dの軸端を軸支する内歯歯車13eと、内歯歯車13eと歯合して駆動部本体13aの外周を回転させる6体の電動機13fとで構成されている。   The drive unit 13 has a circular shape as a whole, and has teeth 13b on the outer peripheral surface and a drive unit body 13a integrated with the earthing screw conveyor 14, and gears meshed with the teeth 13b of the drive unit body 13a provided at the rear of each cutter 12. 13c, planetary gear 13d, internal gear 13e that pivotally supports the shaft end of gear 13c and planetary gear 13d, and six electric motors 13f that mesh with internal gear 13e to rotate the outer periphery of drive unit main body 13a. It consists of and.

駆動部13の背面下部には突起13gを形成し、外殻11の内部下方の左右位置にローリング修正ラムジャッキ16をその伸縮ロッド16aが内側へ伸縮できる向きに取り付け、各伸縮ロッド16aの先端を突起13gの左右面に当接し、左右の伸縮ロッド16aを相対的に伸縮させて突起13gを押付することで、駆動部13が排土スクリューコンベヤ14を軸として外殻11に対して円周方向へ回動できるようにしている。   A protrusion 13g is formed at the lower back of the drive unit 13, and a rolling correction ram jack 16 is attached to the left and right positions inside the outer shell 11 in such a direction that the telescopic rod 16a can be expanded and contracted inward, and the tip of each telescopic rod 16a is attached. By abutting the left and right surfaces of the protrusion 13g and relatively expanding and contracting the left and right telescopic rods 16a and pressing the protrusion 13g, the drive unit 13 is circumferential with respect to the outer shell 11 with the earth discharging screw conveyor 14 as an axis. It can be rotated to.

ローリング修正ラムジャッキ16には伸縮ロッド16aの伸縮量を検知するストロークセンサー17を設け、駆動部13の背面に矩形掘進機10のローリングを検知するローリングセンサー18を設け、ローリングセンサー18が矩形掘進機10のローリングを検知すると、図示しないコントローラが左右のローリング修正ラムジャッキ16を制御して駆動部13がローリングとは逆の方向へ同じローリング量を回動するようにしている。   The rolling correction ramjack 16 is provided with a stroke sensor 17 for detecting the amount of expansion / contraction of the telescopic rod 16a, and a rolling sensor 18 for detecting the rolling of the rectangular engraving machine 10 is provided on the back of the drive unit 13, and the rolling sensor 18 is a rectangular engraving machine. When 10 rolling is detected, a controller (not shown) controls the left and right rolling correction ram jacks 16 so that the drive unit 13 rotates the same amount of rolling in the direction opposite to rolling.

本実施例では、矩形掘進機10の後端に矩形管19を接続して後方から押付し、図4に示すように各カッター12を自転公転させて地盤を矩形断面に掘削し、他の矩形管19を後方から継ぎ足しながら推進して地中に矩形管路を構築していく。図5(a)は通常の掘進状態を示している。   In this embodiment, a rectangular tube 19 is connected to the rear end of the rectangular excavator 10 and pressed from behind, and each cutter 12 rotates and revolves as shown in FIG. 4 to excavate the ground into a rectangular cross section. The pipe 19 is propelled from behind, and a rectangular pipe is constructed in the ground. FIG. 5A shows a normal excavation state.

ここで、図5(b)に示すようにカッター12の公転による反力で矩形掘進機10が時計周りにローリングすると、図5(c)に示すように左側のローリング修正ラムジャッキ16を伸張させるとともに右側のローリング修正ラムジャッキ16を縮退させ、駆動部13をローリングの方向とは逆方向へ同じローリング量を回動させてローリング前の位置に修正する。各カッター12は回動後の修正位置で矩形断面に掘削し(掘削要修正部分Ga)、外殻11と後続の矩形管19が修正位置で掘削された削孔に埋入しながら徐々にローリング前の姿勢に戻る。   Here, as shown in FIG. 5B, when the rectangular excavator 10 rolls clockwise by the reaction force caused by the revolution of the cutter 12, the left rolling correction ram jack 16 is extended as shown in FIG. 5C. At the same time, the right rolling correction ram jack 16 is retracted, and the drive unit 13 is rotated in the direction opposite to the rolling direction to rotate the same rolling amount to correct the position before rolling. Each cutter 12 excavates into a rectangular cross section at the corrected position after rotation (excavation correction portion Ga), and gradually rolls while the outer shell 11 and the subsequent rectangular pipe 19 are embedded in the drilled hole excavated at the corrected position. Return to previous posture.

その後、図6(a)に示すようにローリング前の姿勢に戻った外殻11に対して駆動部13が反時計周りに回動したままの位置で掘削してしまうから(掘削不要部分Gb)、図6(b)に示すように左右のローリング修正ラムジャッキ16を中立の位置に戻して駆動部13をローリング前の位置に復帰させ、図6(c)に示すようにローリングの修正を完了させる。このように、ローリングが発生した際に左右のローリング修正ラムジャッキ16で駆動部13を直に回動させることで、掘削段階でその地盤の状態に応じたローリング修正が行え、従来と比較してローリングを最小限に食い止めることができる。   Thereafter, as shown in FIG. 6A, the drive unit 13 excavates the outer shell 11 that has returned to the pre-rolling posture in a counterclockwise position (excavation unnecessary portion Gb). 6 (b), the left and right rolling correction ram jacks 16 are returned to the neutral position to return the drive unit 13 to the position before the rolling, and the rolling correction is completed as shown in FIG. 6 (c). Let Thus, when rolling occurs, the drive unit 13 is directly rotated by the right and left rolling correction ram jacks 16 to perform rolling correction according to the state of the ground at the excavation stage. Rolling can be minimized.

本発明の矩形掘進機は、既設地下構造物やパイプラインの直下に地下空間やトンネルを構築する用途に有用である。   The rectangular excavator of the present invention is useful for an application for constructing an underground space or a tunnel directly under an existing underground structure or pipeline.

実施例の矩形掘進機の説明図である。It is explanatory drawing of the rectangular excavation machine of an Example. 実施例の矩形掘進機の正面図である。It is a front view of the rectangular machine of an Example. 図1のA−A断面図である。It is AA sectional drawing of FIG. 実施例のカッターの回転軌跡を示す説明図である。It is explanatory drawing which shows the rotation locus | trajectory of the cutter of an Example. 実施例のローリングの修正を示す説明図である。It is explanatory drawing which shows correction of rolling of an Example. 実施例のローリングの修正を示す説明図である。It is explanatory drawing which shows correction of rolling of an Example.

符号の説明Explanation of symbols

10 矩形掘進機
11 外殻
12 カッター
13 駆動部
13a 駆動部本体
13b 歯
13c 歯車
13d 遊星歯車
13e 内歯歯車
13f 電動機
13g 突起
14 排土スクリューコンベヤ
14a 電動機
15 方向修正ジャッキ
16 ローリング修正ラムジャッキ
16a 伸縮ロッド
17 ストロークセンサー
18 ローリングセンサー
19 矩形管
G 掘削ライン
Ga 掘削要修正部分
Gb 掘削不要部分
DESCRIPTION OF SYMBOLS 10 Rectangular machine 11 Outer shell 12 Cutter 13 Drive part 13a Drive part main body 13b Teeth 13c Gear 13d Planetary gear 13e Internal gear 13f Electric motor 13g Protrusion 14 Earthing screw conveyor 14a Electric motor 15 Direction correction jack 16 Rolling correction ram jack 16a Telescopic rod 17 Stroke sensor 18 Rolling sensor 19 Rectangular pipe G Drilling line Ga Drilling correction required part Gb Drilling unnecessary part

Claims (3)

矩形断面の外殻と、自転公転しながら地盤を外殻よりやや大きい矩形断面に掘削する複数のカッターとで構成された矩形掘進機において、各カッターを軸支して自転公転させる円形の駆動部をカッターの公転中心まわりに回動可能に軸支された排土スクリューコンベヤと一体的に固着し、外殻の内部左右位置に内側へ伸縮できるジャッキを設け、左右のジャッキの伸縮部の先端を駆動部の一部に当接し、左右のジャッキを相対的に伸縮させることで駆動部が外殻に対して円周方向へ回動できるようにし、掘削段階で生じた削孔のローリングを水平掘削へ修正可能としたことを特徴とする、矩形掘進機。 In a rectangular excavator composed of a rectangular cross-section outer shell and a plurality of cutters that excavate the ground into a rectangular cross section that is slightly larger than the outer shell while rotating and revolving, a circular drive unit that rotates and revolves around each cutter. mosquitoes fixed revolves around the center to rotatably supported by the soil discharge screw conveyor and integral of Potter, the jack can stretch inward inside left and right positions of the outer shell is provided, the tip of the telescopic portions of the left and right jack Is in contact with a part of the drive unit, and the left and right jacks are relatively expanded and contracted so that the drive unit can rotate in the circumferential direction with respect to the outer shell, and the rolling of the drilling holes generated during the excavation stage is horizontal. A rectangular excavator , which can be modified to excavate. 駆動部の傾斜を検知するローリングセンサーを駆動部に取り付け、ローリングセンサーが駆動部のローリングを検知すると駆動部をローリングとは逆方向へ回動させてローリングを解消するように左右のジャッキを制御する制御手段を設けた、請求項1記載の矩形掘進機。   A rolling sensor that detects the tilt of the drive unit is attached to the drive unit. When the rolling sensor detects the rolling of the drive unit, the left and right jacks are controlled so as to eliminate the rolling by rotating the drive unit in the opposite direction to the rolling. The rectangular excavator according to claim 1, further comprising a control unit. 駆動部が、外周面に歯を備え公転位置で軸支される駆動部本体と、各カッターの後部に備え駆動部本体の歯と歯合される歯車と、各カッターの歯車の軸端を軸支する内歯歯車と、内歯歯車と歯合して駆動部本体の外周を回転させる電動機とで構成したものである、請求項1又は2記載の矩形掘進機。
The drive unit has a tooth on the outer peripheral surface and is pivotally supported at the revolving position, a gear that is provided at the rear of each cutter and meshed with the teeth of the drive unit main body, and a shaft end of each cutter gear. The rectangular engraving machine according to claim 1 or 2, comprising a supporting internal gear and an electric motor that meshes with the internal gear and rotates the outer periphery of the drive unit main body.
JP2007164729A 2007-06-22 2007-06-22 Rectangular machine Active JP4968925B2 (en)

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JP5339489B1 (en) * 2012-04-27 2013-11-13 株式会社アルファシビルエンジニアリング A closed-type excavator corresponding to a horseshoe-shaped or hood-shaped underground space

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JP2865990B2 (en) * 1993-09-30 1999-03-08 株式会社奥村組 Rectangular shield excavator
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JP3940681B2 (en) * 2003-02-07 2007-07-04 株式会社アルファシビルエンジニアリング Rectangular cross-section excavator
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