JP4809814B2 - Excavator, recovery method of excavator, construction method of pipeline - Google Patents

Excavator, recovery method of excavator, construction method of pipeline Download PDF

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JP4809814B2
JP4809814B2 JP2007206134A JP2007206134A JP4809814B2 JP 4809814 B2 JP4809814 B2 JP 4809814B2 JP 2007206134 A JP2007206134 A JP 2007206134A JP 2007206134 A JP2007206134 A JP 2007206134A JP 4809814 B2 JP4809814 B2 JP 4809814B2
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excavator
skin plate
shaft
cutter
pipe
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JP2009041241A (en
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春樹 下坂
英和 ▲はま▼▲さき▼
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進和技術株式会社
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Description

本発明は、マンホール等の到達立坑又は既設構造物に向けて管路を推進工法で構築するために使用される掘進機とその回収方法、及びその掘進機を用いた管路の構築方法に関する。   The present invention relates to an excavator used for constructing a pipe line by a propulsion method toward a reach shaft such as a manhole or an existing structure, a recovery method thereof, and a pipe construction method using the excavator.

従来の掘進機は、スキンプレートの先端にカッターを配置し、スキンプレートの内部にカッターを回転させる駆動部と排土装置を設置し、スキンプレートを前後に分割して掘進方向を修正するジャッキで連結した構造が一般的で、スキンプレートの分割位置で分離して回収する構造のものと、カッターや駆動部など内部機器のみを回収してスキンプレートは地中に残置する構造のものがそれぞれ専用に製作されている。到達立坑は、掘進機の分離できる最小寸法に合わせて構築されている。   A conventional excavator is a jack that arranges a cutter at the tip of the skin plate, installs a drive unit and a soil removal device to rotate the cutter inside the skin plate, divides the skin plate back and forth, and corrects the excavation direction. Connected structures are generally used, one that separates and collects at the skin plate division position, and the other that collects only internal equipment such as cutters and drive units and leaves the skin plate in the ground. It is made in. The reach shaft is constructed to the smallest dimension that the excavator can separate.

ところで、前記の従来技術では以下のような問題があった。
1)分離して回収する掘進機において、既設構造物と接合する場合は掘進機を回収するための到達立坑を築造する必要があり、工事費が上昇する。
2)分離して回収する掘進機において、既設構造物に到達する場合は掘進機を回収できずに全損となり、工事費が上昇する。
3)地中に残置する掘進機においては、製作に時間を要して工期に間に合わないことが多い。
特開2006−37595号公報
By the way, the above-described prior art has the following problems.
1) When the excavator is separated and recovered, it is necessary to construct a reaching shaft for recovering the excavator when it is joined to an existing structure, resulting in an increase in construction costs.
2) In the excavator that is separated and recovered, when the existing structure is reached, the excavator cannot be recovered, resulting in a total loss and an increase in construction costs.
3) In the excavator that is left in the ground, it often takes time to produce it, and it is often not in time for the construction period.
JP 2006-37595 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、分離回収と地中残置それぞれに兼用できる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 to provide an excavator that can be used for both separation and recovery and underground storage.

かかる課題を解決した本発明の構成は、
1) スキンプレートの先端に隔壁を介してカッターを配置し、スキンプレートの内部にカッターを回転させる駆動部と排土装置を設置し、スキンプレートを前後に分割して掘進方向を修正するジャッキで連結し、推進管を後続させて推進しながら地山を削孔して地中に管路を構築できるようにした掘進機において、カッターと駆動部と隔壁と排土装置を分解可能な構造とし、前後のスキンプレートの内面それぞれに所定厚みを有する補強ブロックを部分的且つ脱着可能に取り付け、前後のスキンプレートの隣接した補強ブロックの位置にジャッキを脱着可能に取り付けたことを特徴とする、掘進機
2) スキンプレートの内面を前後方向に複数に区画し、前後の区画に補強ブロックを隣接するように取り付けた、前記1)記載の掘進機
3) 前記1)又は2)記載の掘進機で地山を削孔し、掘進機の前部のスキンプレートが到達立坑に露出するまで推進し、掘進機の前部のスキンプレートを後部のスキンプレートと分離して前部分を到達立坑から回収し、掘進機の後部のスキンプレートが到達立坑に露出するまで更に推進し、掘進機の後部のスキンプレートを後続の推進管と切り離して到達立坑から回収するようにした、掘進機の回収方法
4) 前記1)又は2)記載の掘進機を用いて地山を削孔し、掘進機の先端部分が到達立坑に露出するまで推進し、スキンプレートからカッターと駆動部と排土装置を取り外して分解して到達立坑から回収し、スキンプレートからジャッキと補強ブロックを取り外して到達立坑又は発進立坑側に回収するとともにスキンプレートは地中に残置し、スキンプレートの内面に推進管と同質の仕上げブロックを取り付けて孔壁とした、管路の構築方法
にある。
The configuration of the present invention that solves this problem is as follows.
1) A jack that arranges the cutter through the bulkhead at the tip of the skin plate, installs the drive unit and earth removal device that rotates the cutter inside the skin plate, divides the skin plate back and forth, and corrects the direction of digging In an excavator that is connected and propelled by a propulsion pipe, drilling a natural ground and constructing a pipeline in the ground, the cutter, drive unit, bulkhead, and soil removal device can be disassembled. The reinforcing block having a predetermined thickness is attached to the inner surfaces of the front and rear skin plates in a partially and detachable manner, and the jack is detachably attached to the positions of the adjacent reinforcing blocks on the front and rear skin plates. Machine 2) The excavator 3) described in 1) above, wherein the inner surface of the skin plate is divided into a plurality of sections in the front-rear direction, and reinforcing blocks are attached adjacent to the front and rear sections. Drill the ground with the excavator described in 1) or 2), and propel it until the front skin plate of the excavator is exposed to the vertical shaft, separating the front skin plate from the rear skin plate. Then, the front part is recovered from the reaching shaft, further propelled until the skin plate at the rear of the excavator is exposed to the reaching shaft, and the skin plate at the rear of the excavator is separated from the subsequent propelling pipe and recovered from the reaching shaft. The excavator recovery method 4) The excavator described in 1) or 2) above is drilled and propelled until the tip of the excavator is exposed to the vertical shaft. Remove the drive unit and earth removing device, disassemble and collect from the reach shaft, remove the jack and reinforcement block from the skin plate and collect it on the reach shaft or start shaft side, and leave the skin plate in the ground, It was bore wall by attaching a finishing block propulsion tube the same quality on the inner surface of Plates, in how to build a pipeline.

本発明によれば、以下のような効果を奏する。
1)掘進機が分解可能であるから、回収のための到達立坑を小さくでき、施工位置の選択儀が広がるとともに築造費用を軽減できる。
2)既設構造物に到達する場合、スキンプレート以外は分解回収して再使用できるから、工事費が削減できる。
3)掘進機以外で製作を要するものは推進管と仕上げブロックのみであるから、これらの部材は工事前に全て準備する必要はなく工事の進捗に応じて製作でき、推進工事発注後に迅速に対応できる。
According to the present invention, the following effects can be obtained.
1) Since the excavator can be disassembled, the reaching shaft for recovery can be made smaller, the choice of construction position can be expanded, and the construction cost can be reduced.
2) When it reaches the existing structure, since the parts other than the skin plate can be recovered and reused, the construction cost can be reduced.
3) Since only the propelling pipe and finishing block need to be manufactured other than the excavator, these members do not need to be prepared before construction, and can be produced according to the progress of the construction, and respond promptly after ordering the propulsion work. it can.

本発明では、推進時の軸方向耐荷力はスキンプレートと補強ブロックの組み合わせで発生するが、補強ブロックを用いることでスキンプレートを薄く形成でき、スキンプレートを地中に残置する場合は補強ブロックを回収することで低コストとなる。また、スキンプレートの内面には補強ブロックと仕上げブロック双方を取り付けることができるから、推進中に掘進機回収から地中残置に計画が変更となった場合でも柔軟に対応できる。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, the axial load bearing force during propulsion is generated by the combination of the skin plate and the reinforcing block. However, the skin plate can be made thin by using the reinforcing block, and when the skin plate is left in the ground, the reinforcing block is used. The cost is reduced by collecting. In addition, since both the reinforcement block and the finishing block can be attached to the inner surface of the skin plate, even when the plan is changed from the excavator collection to the underground storage during propulsion, it can be flexibly dealt with. Embodiments of the present invention will be specifically described below with reference to the drawings.

図1は実施例の掘進機の説明図、図2は実施例の掘進機の正面図、図3は図1のA−A断面図、図4,5は実施例の掘進機の回収を示す説明図、図6は実施例の仕上げブロックの固定を示す説明図である。図中、1は掘進機、2はスキンプレート、2aは主管、2bは従管、3はカッター、4は駆動部、5は隔壁、6は排土装置、7は支持部材、8はジャッキ、9は補強ブロック、10は仕上げブロック、11は推進管、12は筒部、13はボルト、Gは地山、Tは到達立坑である。   1 is an explanatory diagram of the excavator of the embodiment, FIG. 2 is a front view of the excavator of the embodiment, FIG. 3 is a cross-sectional view taken along the line AA of FIG. 1, and FIGS. FIG. 6 is an explanatory diagram showing fixing of the finishing block of the embodiment. In the figure, 1 is an excavator, 2 is a skin plate, 2a is a main pipe, 2b is a follower pipe, 3 is a cutter, 4 is a drive unit, 5 is a partition, 6 is a soil removal device, 7 is a support member, 8 is a jack, 9 is a reinforcing block, 10 is a finishing block, 11 is a propulsion pipe, 12 is a cylindrical portion, 13 is a bolt, G is a natural ground, and T is a reaching shaft.

本実施例の掘進機1は、図1〜3に示すように円筒状の鋼製のスキンプレート2を前方の主管2aと後方の従管2bに分割し、主管2aと従管2bそれぞれの内面の4箇所を前後方向に複数に区画し、所定厚みを有する鋼製の補強ブロック9を主管2aと従管2bの区画に図示しないボルトで脱着可能に取り付け、前後に隣接する補強ブロック9の位置に掘進方向を修正する4体のジャッキ8を脱着可能に取り付けて主管2aと従管2bを分離可能に連結している。   As shown in FIGS. 1 to 3, the excavator 1 according to the present embodiment divides a cylindrical steel skin plate 2 into a front main pipe 2a and a rear sub pipe 2b, and the inner surfaces of the main pipe 2a and the sub pipe 2b. The steel reinforcement block 9 having a predetermined thickness is detachably attached to the division of the main pipe 2a and the secondary pipe 2b with bolts (not shown), and the positions of the reinforcement blocks 9 adjacent to each other in the front-rear direction. The four jacks 8 for correcting the direction of excavation are detachably attached, and the main pipe 2a and the secondary pipe 2b are detachably connected.

カッター3と駆動部4と隔壁5は主管2aに脱着可能に取り付けるとともに、排土装置6は主管2aと従管2bに渡って支持部材7で所定高さの位置に脱着可能に取り付けている。カッター3・駆動部4・隔壁5・排土装置6は分解できる構造となっている。   The cutter 3, the drive unit 4, and the partition wall 5 are detachably attached to the main pipe 2 a, and the earth removing device 6 is detachably attached to a predetermined height position by the support member 7 over the main pipe 2 a and the slave pipe 2 b. The cutter 3, the drive unit 4, the partition wall 5, and the soil removal device 6 have a structure that can be disassembled.

本実施例では、分離回収する場合は、掘進機1に推進管11を後続させて推進しながら地山Gを削孔して地中に管路を構築していく。主管2aが到達立坑Tに露出するまで推進すると、図4(a)に示すように、掘進機1の前部分をスキンプレート2の分割箇所で後部分と分離するとともに、排土装置6を中央部で分離して到達立坑Tから回収する。ジャッキ8は主管2a又は従管2bに取り付けたままにして回収する。   In the present embodiment, when separating and recovering, the ground pipe G is constructed by drilling the natural ground G while propelling the excavator 1 with the propulsion pipe 11 following it. When the main pipe 2a is propelled until it is exposed to the reaching shaft T, as shown in FIG. 4A, the front portion of the excavator 1 is separated from the rear portion at the divided portion of the skin plate 2, and the earth removal device 6 is placed in the center. The parts are separated from each other and collected from the reaching shaft T. The jack 8 is collected while being attached to the main pipe 2a or the secondary pipe 2b.

次に、図4(b)に示すように従管2bが到達立坑Tに露出するまで更に推進し、従管2bを後続の推進管11と切り離し、分離した排土装置6の後部とともに到達立坑Tから回収する。このように、到達立坑Tを広く形成できる場合は、掘進機1を分離のみで回収する。   Next, as shown in FIG. 4 (b), the follower pipe 2b is further propelled until it is exposed to the reach shaft T, and the follower pipe 2b is separated from the succeeding push pipe 11, and the reach shaft is separated together with the rear portion of the soil removal device 6 separated. Collect from T. Thus, when the reaching shaft T can be formed widely, the excavator 1 is recovered only by separation.

到達立坑Tが分離した掘進機1でも通過できない小立坑又は既設構造物において地中に残置する場合は、前記と同様に掘進機1で地山Gを削孔しながら管路を構築し、掘進機1の先端部分のみが到達立坑Tに露出するまで推進し、図5(a)に示すように、カッター3と駆動部4と隔壁5と排土装置6を分解して到達立坑Tから回収する。同時に主管2a又は従管2bの内面から補強ブロック9とジャッキ8と支持部材7を取り外して到達立坑T又は発進立坑(図示せず)から回収する。   When leaving the underground shaft in a small shaft or existing structure that cannot be passed even by the excavating machine 1 from which the reaching shaft T is separated, construct a pipeline while drilling the natural ground G with the excavating machine 1 in the same manner as described above, and excavate. Proceed until only the tip of the machine 1 is exposed to the reaching shaft T. As shown in FIG. 5 (a), the cutter 3, the drive unit 4, the partition wall 5, and the earth removal device 6 are disassembled and recovered from the reaching shaft T. To do. At the same time, the reinforcing block 9, the jack 8 and the support member 7 are removed from the inner surface of the main pipe 2a or the follower pipe 2b and recovered from the reaching shaft T or the starting shaft (not shown).

次に、図5(b)に示すように、主管2aと従管2bの内面全面に推進管11と同質の仕上げブロック10を推進管11の内面と面一になるように取り付け、主管2aと従管2bを地中に残置して本管の一部とする。仕上げブロック10は、図6に示すようにスキンプレート2の内面に備えた筒部12にボルト13を螺合することで固着する。その後、各部の隙間を充填材で目地仕上げして工事を完了する。   Next, as shown in FIG. 5 (b), a finishing block 10 of the same quality as the propulsion pipe 11 is attached to the entire inner surfaces of the main pipe 2a and the sub pipe 2b so as to be flush with the inner face of the propulsion pipe 11. The sub pipe 2b is left in the ground to be a part of the main pipe. As shown in FIG. 6, the finishing block 10 is fixed by screwing bolts 13 to the cylindrical portion 12 provided on the inner surface of the skin plate 2. After that, the gap between each part is jointed with a filler to complete the construction.

本発明の技術は、到達立坑が小立坑となる工事や、掘進機回収から地中残置に計画が変更されやすい工事に有用である。   The technology of the present invention is useful for a construction in which the reaching shaft is a small shaft, or a construction whose plan is easily changed from the recovery of the excavator to the underground.

実施例の掘進機の説明図である。It is explanatory drawing of the excavation machine of an Example. 実施例の掘進機の正面図である。It is a front view of the excavation machine of an Example. 図1のA−A断面図である。It is AA sectional drawing of FIG. 実施例の掘進機の回収を示す説明図である。It is explanatory drawing which shows collection | recovery of the excavation machine of an Example. 実施例の掘進機の回収を示す説明図である。It is explanatory drawing which shows collection | recovery of the excavation machine of an Example. 実施例の仕上げブロックの固定を示す説明図である。It is explanatory drawing which shows fixation of the finishing block of an Example.

符号の説明Explanation of symbols

1 掘進機
2 スキンプレート
2a 主管
2b 従管
3 カッター
4 駆動部
5 隔壁
6 排土装置
7 支持部材
8 ジャッキ
9 補強ブロック
10 仕上げブロック
11 推進管
12 筒部
13 ボルト
G 地山
T 到達立坑
DESCRIPTION OF SYMBOLS 1 Excavator 2 Skin plate 2a Main pipe 2b Subordinate pipe 3 Cutter 4 Drive part 5 Bulkhead 6 Earth removal device 7 Support member 8 Jack 9 Reinforcement block 10 Finishing block 11 Propulsion pipe 12 Tube part 13 Bolt G Ground mountain T Reaching shaft

Claims (4)

スキンプレートの先端に隔壁を介してカッターを配置し、スキンプレートの内部にカッターを回転させる駆動部と排土装置を設置し、スキンプレートを前後に分割して掘進方向を修正するジャッキで連結し、推進管を後続させて推進しながら地山を削孔して地中に管路を構築できるようにした掘進機において、カッターと駆動部と隔壁と排土装置を分解可能な構造とし、前後のスキンプレートの内面それぞれに所定厚みを有する補強ブロックを部分的且つ脱着可能に取り付け、前後のスキンプレートの隣接した補強ブロックの位置にジャッキを脱着可能に取り付けたことを特徴とする、掘進機。   A cutter is placed at the tip of the skin plate via a partition, a drive unit and a soil removal device that rotate the cutter are installed inside the skin plate, and the skin plate is divided into front and rear and connected with a jack that corrects the direction of excavation. In the excavator that allows the construction of a pipeline in the ground by drilling a natural ground while propelling the propulsion pipe, the cutter, the drive unit, the bulkhead, and the soil removal device can be disassembled. A digging machine characterized in that a reinforcing block having a predetermined thickness is attached to each inner surface of the skin plate in a detachable manner, and a jack is detachably attached at the position of the reinforcing block adjacent to the front and rear skin plates. スキンプレートの内面を前後方向に複数に区画し、前後の区画に補強ブロックを隣接するように取り付けた、請求項1記載の掘進機。   The excavation machine according to claim 1, wherein the inner surface of the skin plate is divided into a plurality of sections in the front-rear direction, and reinforcing blocks are attached to the front and rear sections so as to be adjacent to each other. 請求項1又は2記載の掘進機で地山を削孔し、掘進機の前部のスキンプレートが到達立坑に露出するまで推進し、掘進機の前部のスキンプレートを後部のスキンプレートと分離して前部分を到達立坑から回収し、掘進機の後部のスキンプレートが到達立坑に露出するまで更に推進し、掘進機の後部のスキンプレートを後続の推進管と切り離して到達立坑から回収するようにした、掘進機の回収方法。   Drilling a natural ground with the excavator according to claim 1 or 2 and propelling until the front skin plate of the excavator is exposed to the vertical shaft, separating the front skin plate of the excavator from the rear skin plate. Then, the front part is recovered from the reaching shaft, further propelled until the skin plate at the rear of the excavator is exposed to the reaching shaft, and the skin plate at the rear of the excavator is separated from the subsequent propelling pipe and recovered from the reaching shaft. The method of collecting the excavator. 請求項1又は2記載の掘進機を用いて地山を削孔し、掘進機の先端部分が到達立坑に露出するまで推進し、スキンプレートからカッターと駆動部と排土装置を取り外して分解して到達立坑から回収し、スキンプレートからジャッキと補強ブロックを取り外して到達立坑又は発進立坑側に回収するとともにスキンプレートは地中に残置し、スキンプレートの内面に推進管と同質の仕上げブロックを取り付けて孔壁とした、管路の構築方法。   Drilling a natural ground using the excavator according to claim 1 or 2 and propelling the excavator until the tip of the excavator is exposed to the reaching vertical shaft, removing the cutter, the drive unit and the earth removing device from the skin plate and disassembling. Then, the jack and reinforcement block are removed from the skin plate and recovered to the side of the arrival shaft or start shaft, and the skin plate is left in the ground. A method of constructing pipes with a hole wall.
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