JP5503219B2 - Middle push device - Google Patents

Middle push device Download PDF

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JP5503219B2
JP5503219B2 JP2009181789A JP2009181789A JP5503219B2 JP 5503219 B2 JP5503219 B2 JP 5503219B2 JP 2009181789 A JP2009181789 A JP 2009181789A JP 2009181789 A JP2009181789 A JP 2009181789A JP 5503219 B2 JP5503219 B2 JP 5503219B2
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cylinder
wall
inner cylinder
outer cylinder
attached
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JP2011032791A (en
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譲 吉田
隆 中根
衛 大坂
俊実 藤谷
泰司 森田
佳文 服部
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Taisei Corp
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Description

本発明は、地山を掘削する掘削機と発進立坑に配設された元押し装置との間に複数直列に連結して配設された鋼殻の途中に介設され、介設位置よりも前方の鋼殻を前方に押し出し、元押し装置の押出ストロークを吸収することで、元押し装置の推進力を減少させる中押し装置に関する。   The present invention is provided in the middle of a steel shell that is connected in series between a drilling machine for excavating a natural ground and a main pushing device provided in a starting vertical shaft, and is located more than the installation position. The present invention relates to an intermediate pushing device that pushes forward a steel shell forward and absorbs the pushing stroke of the pushing device to reduce the driving force of the pushing device.

図1に示すように、地山を掘削する掘削機1と発進立坑2に配設された元押し装置3との間に鋼殻4を複数直列に介設し、元押し装置3によってこれら鋼殻4を介して掘削機1を前方に押し出すようにした推進工法が知られている。   As shown in FIG. 1, a plurality of steel shells 4 are interposed in series between an excavator 1 for excavating a natural ground and a main pushing device 3 arranged in the start shaft 2. A propulsion method is known in which the excavator 1 is pushed forward through the shell 4.

この推進工法においては、掘進距離、即ち元押し装置3から掘削機1までの距離が長くなると、鋼殻4の側面と地山との摺接面積が大きくなって摩擦抵抗が増大するため、元押し装置3の推進力を増大させる必要が生じ、施工が困難となる場合も考えられる。そこで、長距離の推進工法の場合、鋼殻4の途中に中押し装置5Jを介設し、介設位置よりも前方の鋼殻4を中押し装置5Jで前方に押し出し、元押し装置3の押出ストロークを中押し装置5Jで吸収するようにしたシステムが用いられている(特許文献1、2参照)。   In this propulsion method, when the excavation distance, that is, the distance from the main pushing device 3 to the excavator 1 is increased, the sliding contact area between the side surface of the steel shell 4 and the ground is increased, and the frictional resistance is increased. It may be necessary to increase the driving force of the pushing device 3 and the construction becomes difficult. Therefore, in the case of a long-distance propulsion method, an intermediate pushing device 5J is interposed in the middle of the steel shell 4, the steel shell 4 ahead of the interposed position is pushed forward by the intermediate pushing device 5J, and the extrusion stroke of the main pushing device 3 Is used by the intermediate pushing device 5J (see Patent Documents 1 and 2).

図1に示すように、従来の中押し装置5Jは、前方の鋼殻4に連結される前胴6Jと、後方の鋼殻4に連結され前部が前胴6Jの後部と重合する後胴7Jと、前胴6Jの後部内周面に設けられ後胴7Jの外周面との間を塞ぐシール8Jと、前胴6Jと後胴7Jとの間に介設された中押しジャッキ9Jとを備えている。かかる中押し装置5Jは、元押し装置3がその前方の鋼殻4を前方に押し出すときには中押しジャッキ9Jが収縮することで元押し装置3の押出ストロークを吸収し、その後、元押し装置3の押出ストロークが固定された状態で中押しジャッキ9Jを伸長させることで中押し装置5Jの前方の鋼殻4を前方に押し出して掘削機1を前進させるものである。   As shown in FIG. 1, a conventional intermediate pushing device 5J includes a front cylinder 6J connected to a front steel shell 4, and a rear cylinder 7J connected to a rear steel shell 4 and whose front part overlaps with the rear part of the front cylinder 6J. And a seal 8J that is provided on the inner peripheral surface of the rear portion of the front cylinder 6J and closes the outer peripheral surface of the rear cylinder 7J, and an intermediate push jack 9J interposed between the front cylinder 6J and the rear cylinder 7J. Yes. When the main pushing device 3 pushes the front steel shell 4 forward, the middle pushing device 5J absorbs the extrusion stroke of the main pushing device 3 by contracting the middle pushing jack 9J. In this state, the intermediate push jack 9J is extended to push the steel shell 4 in front of the intermediate pusher 5J forward to advance the excavator 1.

特開平8−246789号公報JP-A-8-246789 特開平7−18978号公報Japanese Patent Laid-Open No. 7-18978

従来の中押し装置5Jおいては、地山からの土荷重を受ける前胴6Jと後胴7Jとの間にシール8Jが設けられているため、前胴6Jが地山からの土荷重を受けて内方に撓み、シール8Jが潰れることがある。そして、このようにシール8Jが潰れた状態で中押しジャッキ9Jの伸縮が繰り返されると、シール8Jが繰り返しの摺動により破損し、止水が正常に行われなくなる可能性がある。特に大深度における施工や単位体積当たりの重量が重い土砂からなる地山を施工する場合等には、土荷重が大きくなるため、シール8Jが潰れ易くなり、上述した問題が生じ易い。   In the conventional center pushing device 5J, since the seal 8J is provided between the front trunk 6J and the rear trunk 7J that receive the earth load from the natural ground, the front trunk 6J receives the earth load from the natural ground. The seal 8J may be crushed by bending inward. If the expansion and contraction of the intermediate push jack 9J is repeated in a state where the seal 8J is crushed in this way, the seal 8J may be damaged due to repeated sliding, and water stoppage may not be performed normally. In particular, when the construction is carried out at a deep depth or when a natural ground made of earth and sand having a heavy weight per unit volume is constructed, the earth load is increased, so that the seal 8J is easily crushed and the above-described problem is likely to occur.

また、鋼殻4の断面が矩形である場合、中押し装置5Jの前胴6J及び後胴7Jも矩形断面となり、矩形の各辺の中央部の撓み量が四隅のコーナー部の撓み量と比べて大きくなるため、その中央部のシール8Jの潰れが顕著となりシール8Jの破損が生じ易い。また、この場合、シール8Jも矩形リング状となるため、その四隅のコーナー部において、止水が不安定となり易い。   Moreover, when the cross section of the steel shell 4 is a rectangle, the front trunk | drum 6J and the rear trunk | drum 7J of the intermediate pushing apparatus 5J also become a rectangular cross section, and the bending amount of the center part of each side of a rectangle is compared with the bending amount of the corner part of four corners. Since it becomes large, crushing of the seal 8J in the center portion becomes remarkable, and the seal 8J is easily damaged. In this case, since the seal 8J is also in the shape of a rectangular ring, water stoppage tends to be unstable at the corners of the four corners.

そこで、本発明の目的は、土荷重によるシールの潰れを回避でき、シールの止水性を高めた中押し装置を提供することにある。   Accordingly, an object of the present invention is to provide an intermediate pressing device that can avoid the collapse of the seal due to earth load and that has improved the water-stopping property of the seal.

上記目的を達成するために本発明は、地山を掘削する掘削機と発進立坑に配置された元押し装置との間に複数直列に連結して配設された断面矩形の鋼殻の途中に介設され、介設位置よりも前方の鋼殻を前方に押し出す中押し装置であって、前方の鋼殻の後端に連結され該鋼殻の形状に合わせて矩形に形成された前壁と、後方の鋼殻の前端に連結され該鋼殻の形状に合わせて矩形に形成された後壁と、前記前壁に取り付けられ地山と接する断面矩形の前部外筒と、前記後壁に取り付けられ、前部が前記前部外筒の後部と筒内外方向に隙間を隔てて軸方向に重合すると共に地山と接する断面矩形の後部外筒と、前記前部外筒の内方の前記前壁に前記前部外筒から空間を隔てて取り付けられた断面円形の前部内筒と、前記後部外筒の内方の前記後壁に前記後部外筒から前記空間を隔てて取り付けられ、前部が前記前部内筒の後部と筒内外方向に隙間を隔てて軸方向に重合する断面円形の後部内筒と、前記前部内筒と前記後部内筒との隙間を塞ぐシールと、前記前部内筒の内方の前記前壁と前記後部内筒の内方の前記後壁との間に介設され、前記前壁と前記後壁を近接離間する中押しジャッキとを備え、前記空間は、前記前部外筒及び前記後部外筒から前記前部内筒及び前記後部内筒を筒内方向に離間させて形成されると共に前記前部外筒、後部外筒、前部内筒、後部内筒、前壁及び後壁で区画され、前記空間に、充填材を充填すると共に該充填材を導入排出するための配管を、前記前壁及び後壁の少なくとも一方に設けたものである。 In order to achieve the above-mentioned object, the present invention is provided in the middle of a steel shell having a rectangular cross section arranged in series between a drilling machine for excavating a natural ground and a main pushing device arranged in a start shaft. An intermediate pushing device that pushes forward the steel shell forward from the interposed position, and is connected to the rear end of the front steel shell and is formed in a rectangular shape according to the shape of the steel shell; A rear wall connected to the front end of the rear steel shell and formed in a rectangular shape according to the shape of the steel shell, a front outer cylinder having a rectangular cross section attached to the front wall and in contact with a natural ground, and attached to the rear wall A front outer portion of the front outer cylinder that overlaps with the rear portion of the front outer cylinder in the axial direction with a gap in and out of the cylinder and has a rectangular cross section that touches the ground, and the front of the front outer cylinder inward a front inner tube of circular cross-section which is mounted at a space from the front outer cylinder on the wall, inwardly of the rear wall of the rear outer cylinder It mounted spaced the space from the rear outer sleeve, and the rear inner cylinder of circular cross-section which polymerize axially front portion across a gap to the rear and the cylindrical inner and outer direction of the front inner tube, and the front inner cylinder wherein A seal that closes a gap with the rear inner cylinder, and is interposed between the front wall inside the front inner cylinder and the rear wall inside the rear inner cylinder, and the front wall and the rear wall The space is formed by separating the front inner cylinder and the rear inner cylinder in the in-cylinder direction from the front outer cylinder and the rear outer cylinder, and the front outer cylinder. A rear outer cylinder, a front inner cylinder, a rear inner cylinder, a front wall and a rear wall, and a pipe for filling the space with the filler and for introducing and discharging the filler, the front wall and the rear wall Of at least one of them.

地山を掘削する掘削機と発進立坑に配置された元押し装置との間に複数直列に連結して配設された鋼殻の途中に介設され、介設位置よりも前方の鋼殻を前方に押し出す中押し装置であって、前方の鋼殻の後端に連結される前壁と、後方の鋼殻の前端に連結される後壁と、前記前壁に取り付けられた前部外筒と、前記後壁に取り付けられ、前部が前記前部外筒の後部と筒内外方向に隙間を隔てて軸方向に重合する後部外筒と、前記前部外筒の内方の前記前壁に取り付けられた前部内筒と、前記後部外筒の内方の前記後壁に取り付けられ、前部が前記前部内筒の後部と筒内外方向に隙間を隔てて軸方向に重合する後部内筒と、前記前部内筒と前記後部内筒との隙間を塞ぐシールと、前記前部内筒の内方の前記前壁と前記後部内筒の内方の前記後壁との間に介設され、前記前壁と前記後壁を近接離間する中押しジャッキとを備え、前記前壁が、前記筒内外方向に外側前壁と内側前壁とに分割され、前記後壁が、前記筒内外方向に外側後壁と内側後壁とに分割され、前記前部外筒が、前記外側前壁に取り付けられ、前記後部外筒が、前記外側後壁に取り付けられ、前記前部内筒が、前記内側前壁に取り付けられ、前記後部内筒が、前記内側後壁に取り付けられ、前記外側前壁と前記内側前壁とに、それらを係脱する前部係脱手段を設け、前記外側後壁と前記内側後壁とに、それらを係脱する後部係脱手段を設けてもよい。 A plurality of steel shells connected in series between the excavator for excavating the natural ground and the main pushing device arranged in the start shaft are installed in the middle of the steel shell, and the steel shell in front of the installation position is inserted. An intermediate pushing device that pushes forward, a front wall connected to the rear end of the front steel shell, a rear wall connected to the front end of the rear steel shell, and a front outer cylinder attached to the front wall; A rear outer cylinder that is attached to the rear wall and whose front part overlaps the rear part of the front outer cylinder in the axial direction with a gap in and out of the cylinder, and the front wall inside the front outer cylinder. An attached front inner cylinder, and a rear inner cylinder attached to the inner rear wall of the rear outer cylinder, wherein the front part overlaps the rear part of the front inner cylinder and the inner and outer directions in the axial direction with a gap therebetween. A seal for closing a gap between the front inner cylinder and the rear inner cylinder; the front wall inside the front inner cylinder; and the rear wall inside the rear inner cylinder Interposed between, and a center push jacks adjacent separating the front wall and the rear wall above the front wall is divided into an outer front wall and the inner front wall to said tube inner and outer direction, the rear wall , Divided into an outer rear wall and an inner rear wall in the cylinder inner / outer direction, the front outer cylinder is attached to the outer front wall, the rear outer cylinder is attached to the outer rear wall, A cylinder is attached to the inner front wall, the rear inner cylinder is attached to the inner rear wall, and a front engagement / disengagement means for engaging / disengaging them is provided on the outer front wall and the inner front wall, A rear engaging / disengaging means for engaging / disengaging them may be provided on the outer rear wall and the inner rear wall.

本発明に係る中押し装置によれば、土荷重によるシールの潰れを回避でき、シールの止水性を高めることができる。   According to the intermediate pushing device according to the present invention, the seal can be prevented from being crushed by a soil load, and the water-stopping property of the seal can be increased.

掘削機と、元押し装置と、従来の中押し装置と、を示す説明図である。It is explanatory drawing which shows an excavator, a main pushing apparatus, and the conventional intermediate pushing apparatus. 本発明の一実施形態に係る中押し装置の側断面図である。It is a sectional side view of the intermediate pushing apparatus which concerns on one Embodiment of this invention. 図2のIII−III線矢視断面図である。FIG. 3 is a cross-sectional view taken along line III-III in FIG. 2. 図2のIV−IV線矢視図である。It is the IV-IV arrow line view of FIG. 図2のV−V線矢視図である。FIG. 5 is a view taken along line VV in FIG. 2. 上記実施形態に係る中押し装置の作動を表す説明図であり、(a)は作動工程1、(b)は作動工程2、(c)は作動工程3を示す。It is explanatory drawing showing the action | operation of the intermediate pressing apparatus which concerns on the said embodiment, (a) is the operation | movement process 1, (b) shows the operation | movement process 2, (c) shows the operation | movement process 3. FIG. 上記実施形態に係る中押し装置を解体して一部回収する様子を示す説明図であり、(a)は解体工程1、(b)は解体工程2を示す。It is explanatory drawing which shows a mode that the intermediate pushing apparatus which concerns on the said embodiment is disassembled and collect | recovering partially, (a) shows the disassembly process 1 and (b) shows the disassembly process 2. FIG.

本発明の一実施形態を添付図面に基づいて説明する。   An embodiment of the present invention will be described with reference to the accompanying drawings.

本実施形態に係る中押し装置5は、図1に示す従来の中押し装置5Jと同様に、地山を掘削する掘削機1と発進立坑2に配置された元押し装置3との間に複数直列に連結して配設された鋼殻4の途中に介設され、介設位置よりも前方の鋼殻4を前方に押し出して掘削機1を前進させ、元押し装置3の押出ストロークを吸収することで元押し装置3に加わる推進力を減少させる機能を有する。   A plurality of intermediate pushing devices 5 according to the present embodiment are connected in series between an excavator 1 for excavating natural ground and a main pushing device 3 disposed in the start shaft 2 as in the conventional intermediate pushing device 5J shown in FIG. It is interposed in the middle of the steel shell 4 which is connected and disposed, and the excavator 1 is moved forward by pushing the steel shell 4 ahead of the interposed position to absorb the extrusion stroke of the main pushing device 3. Thus, the propulsive force applied to the main pushing device 3 is reduced.

図2に示すように、この中押し装置5は、前方すなわち掘削機1が配置される側の鋼殻4の後端に連結される前壁6と、後方すなわち元押し装置3が配置される側の鋼殻4の前端に連結される後壁7と、前壁6に取り付けられた前部外筒8と、後壁7に取り付けられ、前部が前部外筒8の後部と筒内外方向に隙間Aを隔てて軸方向に重合する後部外筒9とを有する。   As shown in FIG. 2, the intermediate pushing device 5 includes a front wall 6 connected to the rear end of the steel shell 4 on the front side, that is, the side where the excavator 1 is arranged, and the rear side, ie, the side on which the main pushing device 3 is arranged. The rear wall 7 connected to the front end of the steel shell 4, the front outer cylinder 8 attached to the front wall 6, the rear wall 7 is attached to the rear wall 7, and the front part is the rear part of the front outer cylinder 8 and the in-cylinder direction. And a rear outer tube 9 that is superposed in the axial direction with a gap A therebetween.

また、中押し装置5は、前部外筒8の内方の前壁6に取り付けられた前部内筒10と、後部外筒9の内方の後壁7に取り付けられ、前部が前部内筒10の後部と筒内外方向に隙間Bを隔てて軸方向に重合する後部内筒11と、前部内筒10と後部内筒11との隙間Bを塞ぐシール28と、前部内筒10の内方の前壁6と後部内筒11の内方の後壁7との間に介設され、前壁6と後壁7を近接離間する中押しジャッキ12とを有する。   Further, the intermediate pushing device 5 is attached to the front inner cylinder 10 attached to the inner front wall 6 of the front outer cylinder 8 and the inner rear wall 7 of the rear outer cylinder 9, and the front part is the front inner cylinder. 10, a rear inner cylinder 11 that overlaps in the axial direction with a gap B between the rear and inner cylinders, a seal 28 that closes the gap B between the front inner cylinder 10 and the rear inner cylinder 11, and the inner side of the front inner cylinder 10. The intermediate wall jack 6 is interposed between the front wall 6 and the inner rear wall 7 of the rear inner cylinder 11, and has an intermediate pushing jack 12 that moves the front wall 6 and the rear wall 7 close to and away from each other.

鋼殻4は、図3〜図5に示すように断面矩形の四角筒からなり、図1に示すように軸方向に所定の長さを有し、ボルトナット等の締結具によって直列に連結されている。   The steel shell 4 is a rectangular tube having a rectangular cross section as shown in FIGS. 3 to 5, has a predetermined length in the axial direction as shown in FIG. 1, and is connected in series by a fastener such as a bolt and nut. ing.

前壁6は、図3〜図5に示すように鋼殻4の形状に合わせて矩形に形成されており、図2に示すように筒内外方向に外側前壁6aと内側前壁6bとに分割されている。同様に、後壁7も、鋼殻4の形状に合わせて矩形に形成されており、筒内外方向に外側後壁7aと内側後壁7bとに分割されている。内側前壁6bの中央部には、前部連絡口13が円形に貫通形成され、内側後壁7bの中央部には、後部連絡口14が円形に貫通形成されている。これら前部連絡口13及び後部連絡口14には、発進立坑2から掘削機1へ電流や油圧等を供給するためのラインが挿通される。   The front wall 6 is formed in a rectangular shape in accordance with the shape of the steel shell 4 as shown in FIGS. 3 to 5, and as shown in FIG. 2, the outer front wall 6a and the inner front wall 6b are arranged in the cylinder outer direction. It is divided. Similarly, the rear wall 7 is also formed in a rectangular shape in accordance with the shape of the steel shell 4, and is divided into an outer rear wall 7a and an inner rear wall 7b in the cylinder inner / outer direction. A front communication port 13 is formed in a circular shape in the central portion of the inner front wall 6b, and a rear communication port 14 is formed in a circular shape in the central portion of the inner rear wall 7b. A line for supplying current, hydraulic pressure, and the like from the start shaft 2 to the excavator 1 is inserted into the front communication port 13 and the rear communication port 14.

また、後壁7は、鋼殻4の外殻形状に合わせて四角筒状に形成された延長筒7cと、延長筒7cの後端に取り付けられ鋼殻4の端部形状に合わせて四角リング状に形成されたフランジ7dと、延長筒7cの内周面に取り付けられた補強リブ7eとを有し、フランジ7dに鋼殻4が連結されるようになっている。但し、これら延長筒7c、フランジ7d、補強リブ7eを省略し、後壁7を前壁6と同様の構成としてもよい。   Further, the rear wall 7 includes an extension cylinder 7c formed in a square cylinder shape according to the outer shell shape of the steel shell 4, and a square ring attached to the rear end of the extension cylinder 7c according to the end shape of the steel shell 4. And a reinforcing rib 7e attached to the inner peripheral surface of the extension tube 7c, and the steel shell 4 is connected to the flange 7d. However, the extension cylinder 7c, the flange 7d, and the reinforcing rib 7e may be omitted, and the rear wall 7 may be configured similarly to the front wall 6.

図2に示すように、外側前壁6aと内側前壁6bとの接合部には、それらを係脱する前部係脱手段15が設けられている。前部係脱手段15は、外側前壁6aの内周部に周方向に間隔を隔てて複数形成された外側テーパー穴16と、内側前壁6bの外周部に周方向に間隔を隔てて複数形成された内側テーパー穴17と、内側テーパー穴17及び外側テーパー穴16に内方から挿抜されるテーパーピン18とを有する。外側テーパー穴16と内側テーパー穴17との位置及びテーパー角度が合わせられていることは勿論である。   As shown in FIG. 2, the front part engagement / disengagement means 15 which engages / disengages them is provided in the junction part of the outer front wall 6a and the inner front wall 6b. The front engagement / disengagement means 15 includes a plurality of outer tapered holes 16 formed in the inner peripheral portion of the outer front wall 6a at intervals in the circumferential direction and a plurality of outer taper holes in the outer peripheral portion of the inner front wall 6b at intervals in the circumferential direction. The inner tapered hole 17 is formed, and the tapered pin 18 is inserted into and removed from the inner tapered hole 17 and the outer tapered hole 16 from the inside. Of course, the positions and taper angles of the outer tapered hole 16 and the inner tapered hole 17 are matched.

同様に、外側後壁7aと内側後壁7bとの接合部には、それらを係脱する後部係脱手段19が設けられている。後部係脱手段19は、外側後壁7aの内周部に周方向に間隔を隔てて複数形成された外側テーパー穴20と、内側後壁7bの外周部に周方向に間隔を隔てて複数形成された内側テーパー穴21と、内側テーパー穴21及び外側テーパー穴20に内方から挿抜されるテーパーピン22とを有する。   Similarly, a rear engagement / disengagement means 19 for engaging / disengaging them is provided at the joint between the outer rear wall 7a and the inner rear wall 7b. A plurality of rear engagement / disengagement means 19 are formed in the inner peripheral portion of the outer rear wall 7a with a plurality of outer tapered holes 20 spaced in the circumferential direction, and a plurality of outer tapered portions 20 are formed in the outer peripheral portion of the inner rear wall 7b with a spacing in the circumferential direction. The inner tapered hole 21 and the tapered pin 22 inserted and removed from the inner tapered hole 21 and the outer tapered hole 20 from the inside.

前部外筒8は、鋼殻4の外殻形状に合わせて図3に示すように断面矩形に形成されており、図2に示すようにその前部が外側前壁6aに取り付けられている。後部外筒9は、前部外筒8よりも一回り小さな断面矩形に形成されており、その後部が外側後壁7aに取り付けられている。そして、後部外筒9の外周面と前部外筒8の内周面との間には、所定の隙間Aが形成されている。なお、前部外筒8と後部外筒9との内外の配置を逆にしてもよい。   The front outer cylinder 8 is formed in a rectangular cross section as shown in FIG. 3 according to the outer shell shape of the steel shell 4, and its front part is attached to the outer front wall 6a as shown in FIG. . The rear outer cylinder 9 is formed in a rectangular section that is slightly smaller than the front outer cylinder 8, and the rear part is attached to the outer rear wall 7a. A predetermined gap A is formed between the outer peripheral surface of the rear outer cylinder 9 and the inner peripheral surface of the front outer cylinder 8. It should be noted that the inner and outer arrangements of the front outer cylinder 8 and the rear outer cylinder 9 may be reversed.

後部外筒9の外周面には、図2に示すようにカバー23が設けられている。カバー23は、略四角筒状に形成されており、その外周面が前部外筒8の外周面と面一となるように形成され、前端部23aが斜面状に形成されて先端が後部外筒9の外周面に当接されている。カバー23の内部にはリング状に形成された補強用リブ24が軸方向に間隔を隔てて複数設けられている。また、後部外筒9の内周面には、軸方向沿って板状に形成された補強リブ25が、周方向に間隔を隔てて複数設けられている。なお、カバー23、補強リブ24、25は省略してもよい。   A cover 23 is provided on the outer peripheral surface of the rear outer cylinder 9 as shown in FIG. The cover 23 is formed in a substantially rectangular tube shape, and its outer peripheral surface is formed so as to be flush with the outer peripheral surface of the front outer cylinder 8, the front end portion 23 a is formed in a slope shape, and the tip is outside the rear portion. The tube 9 is in contact with the outer peripheral surface. A plurality of reinforcing ribs 24 formed in a ring shape are provided inside the cover 23 at intervals in the axial direction. In addition, a plurality of reinforcing ribs 25 formed in a plate shape along the axial direction are provided on the inner peripheral surface of the rear outer cylinder 9 at intervals in the circumferential direction. The cover 23 and the reinforcing ribs 24 and 25 may be omitted.

前部外筒8及び後部外筒9の内方には、前部内筒10及び後部内筒11が配設されている。   A front inner cylinder 10 and a rear inner cylinder 11 are disposed inside the front outer cylinder 8 and the rear outer cylinder 9.

前部内筒10は、図3に示すように断面円形に形成されており、図2に示すようにその前部が内側前壁6bに取り付けられている。後部内筒11は、前部内筒10よりも一回り小さな断面円形に形成されており、その後部が内側後壁7bに取り付けられている。後部内筒11の前部には、中押しジャッキ12の収縮ストロークを規制するためのストッパ26が、ボルトナット等の締結具27により着脱可能に設けられている。ストッパ26は、その先端(図2の左端)が内側前壁6bに当接することで中押しジャッキ12の収縮ストロークを規制し、後部外筒9の前端が外側前壁6aに当接することを防止する。なお、前部内筒10と後部内筒11との内外の配置を逆にしてもよい。   The front inner cylinder 10 has a circular cross section as shown in FIG. 3, and its front part is attached to the inner front wall 6b as shown in FIG. The rear inner cylinder 11 is formed in a circular shape that is slightly smaller than the front inner cylinder 10, and the rear part is attached to the inner rear wall 7 b. A stopper 26 for restricting the contraction stroke of the intermediate push jack 12 is detachably provided at a front portion of the rear inner cylinder 11 by a fastener 27 such as a bolt and nut. The stopper 26 restricts the contraction stroke of the intermediate push jack 12 by the tip (left end in FIG. 2) coming into contact with the inner front wall 6b, and prevents the front end of the rear outer cylinder 9 from coming into contact with the outer front wall 6a. . Note that the inside and outside arrangements of the front inner cylinder 10 and the rear inner cylinder 11 may be reversed.

図2に示すように、後部内筒11の外周面と前部内筒10の内周面との間には、筒内外方向に所定の隙間Bが形成されており、この隙間Bには、シール28が配設されている。シール28は、前部内筒10の後部内周面に設けられていて、その周方向に沿って円環状に配設された止水シール29と、それと軸方向に間隔を隔てて同様に配設された止水シール30と、それと軸方向に間隔を隔てて同様に配設されたダストシール31とから構成されている。但し、一方の止水シール29又は30、ダストシール31は、省略してもよい。なお、シール28は、後部内筒11に設けてもよい。   As shown in FIG. 2, a predetermined gap B is formed between the outer peripheral surface of the rear inner cylinder 11 and the inner peripheral surface of the front inner cylinder 10 in the cylinder inner and outer directions. 28 is disposed. The seal 28 is provided on the inner peripheral surface of the rear portion of the front inner cylinder 10, and is similarly disposed with a water stop seal 29 disposed in an annular shape along the circumferential direction and spaced apart in the axial direction. It is comprised from the water seal 30 made and the dust seal 31 similarly arrange | positioned at intervals in the axial direction. However, one water stop seal 29 or 30 and the dust seal 31 may be omitted. The seal 28 may be provided on the rear inner cylinder 11.

前部内筒10の内方の内側前壁6bと後部内筒11の内方の内側後壁7bとの間には、内側前壁6bと内側後壁7bを近接離間する中押しジャッキ12が、周方向に間隔を隔てて複数介設されている。中押しジャッキ12は、図1に示す掘削機1を前方に押し出すときに伸長され、元押し装置3の押出ストロークを吸収するときに収縮される。   Between the inner front wall 6b on the inner side of the front inner cylinder 10 and the inner rear wall 7b on the inner side of the rear inner cylinder 11, there is an intermediate push jack 12 that brings the inner front wall 6b and the inner rear wall 7b close to and away from each other. A plurality are provided at intervals in the direction. The intermediate pushing jack 12 is expanded when the excavator 1 shown in FIG. 1 is pushed forward, and is contracted when the extrusion stroke of the main pushing device 3 is absorbed.

すなわち、元押し装置3の伸長ストロークを固定した状態で中押しジャッキ12を伸長させると、前部外筒8及び前部内筒10が前方に押し出され、掘削機1が前進する。また、伸長した中押しジャッキ12のストロークをフリーにした状態で元押し装置3を伸長させると、後部外筒9及び後部内筒11が前進し、元押し装置3の押出ストロークが吸収される。   That is, when the intermediate push jack 12 is extended with the extension stroke of the main pushing device 3 fixed, the front outer cylinder 8 and the front inner cylinder 10 are pushed forward, and the excavator 1 moves forward. Further, when the main pushing device 3 is extended in a state where the stroke of the extended intermediate pushing jack 12 is made free, the rear outer cylinder 9 and the rear inner cylinder 11 move forward, and the pushing stroke of the main pushing device 3 is absorbed.

図2に示すように、外側前壁6aには、配管32が貫通して取り付けられている。この配管32は、前部外筒8、後部外筒9、前部内筒10、後部内筒11、前壁6及び後壁7で区画された空間Sに、充填材(水、土砂水、オイル等の流体)を導入排出するものである。なお、配管32の設置箇所は、外側後壁7aでもよい。   As shown in FIG. 2, a pipe 32 is attached to the outer front wall 6a. This pipe 32 is filled with a filling material (water, earth and sand water, oil, in a space S defined by the front outer cylinder 8, the rear outer cylinder 9, the front inner cylinder 10, the rear inner cylinder 11, the front wall 6 and the rear wall 7. Etc.) is introduced and discharged. The installation location of the piping 32 may be the outer rear wall 7a.

外側後壁7aには、前部外筒8と後部外筒9との隙間Aに充填材を供給するための配管34が設けられ、延長筒7cには、延長筒7c及びカバー23の外側に充填材を供給するための配管35が設けられている。   The outer rear wall 7 a is provided with a pipe 34 for supplying a filler to the gap A between the front outer cylinder 8 and the rear outer cylinder 9. The extension cylinder 7 c is provided outside the extension cylinder 7 c and the cover 23. A pipe 35 for supplying a filler is provided.

また、図3、図4に示すように、外側前壁6aには、坑内と上記空間Sとを連通するマンホール36が貫通形成され、マンホール36には蓋37が開閉可能に取り付けられている。   As shown in FIGS. 3 and 4, the outer front wall 6 a is formed with a manhole 36 communicating with the inside of the mine and the space S, and a lid 37 is attached to the manhole 36 so as to be opened and closed.

本実施形態の作用を述べる。   The operation of this embodiment will be described.

図6(a)、図6(b)、図6(c)に示すように、中押し装置5は、中押しジャッキ12を伸縮することで、掘削機1の前方への押し出しと元押し装置3の押出ストロークの吸収とを交互に行うところ、中押しジャッキ12の伸縮の間、前部外筒8と後部外筒9とは一部が常に軸方向に重合した状態となっている。   6 (a), 6 (b), and 6 (c), the intermediate pushing device 5 extends and retracts the middle pushing jack 12 to push the excavator 1 forward and the main pushing device 3. When the extrusion stroke is absorbed alternately, the front outer cylinder 8 and the rear outer cylinder 9 are always partially superposed in the axial direction during expansion and contraction of the intermediate push jack 12.

このため、中押しジャッキ12が伸縮する間、地山Dの土荷重は、常に前部外筒8及び後部外筒9によって支持され、その内方に配置された前部内筒10及び後部内筒11には殆ど作用しない。よって、前部内筒10と後部内筒11との隙間Bに配置されたシール28が土荷重によって潰されることはない。従って、中押しジャッキ12の伸縮に伴ってシール28が繰り返し摺動されてもシール28が破損することはなく、シール28の信頼性、耐久性を高めることができる。   For this reason, while the intermediate push jack 12 expands and contracts, the earth load of the natural ground D is always supported by the front outer cylinder 8 and the rear outer cylinder 9, and the front inner cylinder 10 and the rear inner cylinder 11 disposed inward thereof. Has almost no effect. Therefore, the seal 28 disposed in the gap B between the front inner cylinder 10 and the rear inner cylinder 11 is not crushed by the earth load. Therefore, even if the seal 28 is repeatedly slid along with the expansion and contraction of the intermediate push jack 12, the seal 28 is not damaged, and the reliability and durability of the seal 28 can be improved.

前部外筒8と後部外筒9との間には隙間Aが隔てられているので、前部外筒8が土荷重によって内方に撓んでも、撓んだ前部外筒8が後部外筒9に接触することはない。すなわち、隙間Aは、土荷重による前部外筒8の撓み量を見越して、撓んだ前部外筒8が後部外筒9に接触しない大きさに設定される。なお、後部外筒9に土荷重によって生じる撓みは、補強リブ24、25によって抑制される。   Since the gap A is separated between the front outer cylinder 8 and the rear outer cylinder 9, even if the front outer cylinder 8 bends inward due to earth load, the bent front outer cylinder 8 is the rear part. There is no contact with the outer cylinder 9. That is, the gap A is set to a size such that the bent front outer cylinder 8 does not contact the rear outer cylinder 9 in anticipation of the amount of bending of the front outer cylinder 8 due to earth load. In addition, the bending produced by the earth load on the rear outer tube 9 is suppressed by the reinforcing ribs 24 and 25.

この中押し装置5は、鋼殻4の外殻形状に合わせて矩形断面に形成された前部外筒8及び後部外筒9の内方に、円形断面の前部内筒10及び後部内筒11を配置し、それら前部内筒10と後部内筒11との間に、シール28を設けている。このため、鋼殻4は矩形断面であっても、円環状のシール28を用いることができ、図1に示す従来タイプのように、鋼殻4を矩形断面とした場合にシール8Jも矩形リング状となってしまうものと比べると、シール8Jの四隅のコーナー部にて止水が不安定となる事態を回避でき、シール28の止水性を高めることができる。   The intermediate pushing device 5 includes a front inner cylinder 10 and a rear inner cylinder 11 having a circular cross section inside the front outer cylinder 8 and the rear outer cylinder 9 formed in a rectangular cross section in accordance with the outer shell shape of the steel shell 4. The seal 28 is provided between the front inner cylinder 10 and the rear inner cylinder 11. Therefore, even when the steel shell 4 has a rectangular cross section, an annular seal 28 can be used. When the steel shell 4 has a rectangular cross section as in the conventional type shown in FIG. Compared with the case where it becomes a shape, the situation where the water stop becomes unstable at the four corners of the seal 8J can be avoided, and the water stop of the seal 28 can be increased.

中押しジャッキ12を図6(a)の状態から図6(b)、図6(c)に示すように収縮させると、前壁6と後壁7との間隔が狭まり、前部外筒8、後部外筒9、前部内筒10、後部内筒11、前壁6及び後壁7で区画された空間Sの容積が小さくなる。このため、空間S内に充填された充填材をスムーズに排出しなければ、空間S内の圧力が過剰に高まり、中押しジャッキ12の収縮が困難となると共に、シール28に高圧が加わってその止水性が悪化してしまう。この中押し装置5では、前壁6と後壁7との間隔が狭まるにつれて空間S内の充填材の一部が配管32からスムーズに坑内に排出されるので、空間S内の圧力が過剰に高まることはなく、中押しジャッキ12の収縮が容易となり、シール28の止水性が悪化することもない。   When the intermediate push jack 12 is contracted from the state of FIG. 6A as shown in FIG. 6B and FIG. 6C, the distance between the front wall 6 and the rear wall 7 is reduced, and the front outer cylinder 8, The volume of the space S defined by the rear outer cylinder 9, the front inner cylinder 10, the rear inner cylinder 11, the front wall 6 and the rear wall 7 is reduced. For this reason, unless the filler filled in the space S is smoothly discharged, the pressure in the space S increases excessively, making it difficult for the intermediate push jack 12 to contract, and applying high pressure to the seal 28 to stop it. Aqueousness will deteriorate. In the intermediate pushing device 5, a part of the filler in the space S is smoothly discharged from the pipe 32 into the mine as the distance between the front wall 6 and the rear wall 7 is narrowed, so that the pressure in the space S is excessively increased. The intermediate push jack 12 can be easily contracted, and the water stoppage of the seal 28 is not deteriorated.

また、中押しジャッキ12を図6(c)の状態から図6(b)、図6(a)に示すように伸長させると、前壁6と後壁7との間隔が広がり、上記空間Sの容積が大きくなるため、空間S内に充填材を補充しなければ、空間S内の圧力が低く変動し、シール28による止水性が不安定となってしまう。この中押し装置5では、前壁6と後壁7との間隔が広がるにつれて配管32から空間S内へ充填材を導入することで、空間S内の圧力が極端に低く変動することを回避し、シール28の止水性が不安定となることを防止している。   Further, when the intermediate push jack 12 is extended from the state shown in FIG. 6C as shown in FIGS. 6B and 6A, the space between the front wall 6 and the rear wall 7 increases, and the space S Since the volume increases, unless the filler is replenished in the space S, the pressure in the space S fluctuates low and the water stoppage by the seal 28 becomes unstable. In this intermediate pushing device 5, by introducing the filler from the pipe 32 into the space S as the distance between the front wall 6 and the rear wall 7 increases, the pressure in the space S is prevented from fluctuating extremely low, This prevents the water stoppage of the seal 28 from becoming unstable.

なお、図6(c)において、配管32から充填材を上記空間Sに注入する際、配管32の出口が前部外筒8の内周面と後部外筒9の外周面との隙間Aに臨んでいるところ、その隙間Aには別の配管34から充填材が充填されており、加えて後部内筒11の先端に設けたストッパ26が前壁6に当接することで後部外筒9の先端が前壁6から離間されているので、配管32から噴出された充填材は、後部外筒9の先端と前壁6との隙間を通って上記空間Sに流入することになる。   In FIG. 6C, when the filler is injected from the pipe 32 into the space S, the outlet of the pipe 32 is in the gap A between the inner peripheral surface of the front outer cylinder 8 and the outer peripheral surface of the rear outer cylinder 9. The gap A is filled with a filler from another pipe 34, and a stopper 26 provided at the tip of the rear inner cylinder 11 is in contact with the front wall 6, so that the rear outer cylinder 9 Since the tip is separated from the front wall 6, the filler ejected from the pipe 32 flows into the space S through the gap between the tip of the rear outer cylinder 9 and the front wall 6.

図6(a)〜(c)にて、各配管32、34、35から噴出される充填材は、夫々異なるドットで表されている。最も粗いドットは上記空間S内で残留する充填材を表し、最も細かいドットは上記空間S内で配管32により入れ替えられる充填材を表し、中程の粗さのドットは上記空間S外の充填材を表している。充填材の材質自体は、各配管32、34、35とも同じものを用いてもよく、或いは異なったものを用いてもよい。なお、上記空間Sに充填材を導入排出するための配管32を、外側前壁6a及び外側後壁7aの双方に設け、一方の配管を供給専用とし、他方の配管を排出専用とし、上記空間S内の充填材を少しずつ置換して全面的に入れ替えるようにしてもよい。   In FIGS. 6A to 6C, the fillers ejected from the pipes 32, 34, and 35 are represented by different dots. The coarsest dot represents the filler remaining in the space S, the finest dot represents the filler replaced by the pipe 32 in the space S, and the medium roughness dot represents the filler outside the space S. Represents. The material itself of the filler may be the same for each of the pipes 32, 34, and 35, or different ones may be used. A pipe 32 for introducing and discharging the filler into the space S is provided on both the outer front wall 6a and the outer rear wall 7a. One pipe is dedicated to supply and the other pipe is dedicated to discharge. The filler in S may be replaced little by little to replace the entire surface.

また、図6(a)の状態で、前部外筒8の後端と後部外筒9のカバー23の前端との間に礫等の異物が侵入したとしても、図6(b)、図6(c)のように中押しジャッキ12が収縮されると、上記異物は、カバー23の前端部23aの斜面状に形成された部分により外方に押し出され、異物が前部外筒8の後端とカバー23の前端との間に噛み込まれることが防止される。   Further, even if foreign matter such as gravel enters between the rear end of the front outer cylinder 8 and the front end of the cover 23 of the rear outer cylinder 9 in the state of FIG. When the intermediate push jack 12 is contracted as shown in FIG. 6C, the foreign matter is pushed outward by the sloped portion of the front end portion 23a of the cover 23, and the foreign matter is moved to the rear of the front outer cylinder 8. Biting between the end and the front end of the cover 23 is prevented.

さて、上述のように中押し装置5が作動されることで、図1に示す掘削機1が予め計画された地点まで到達したならば、図7(a)に示すように、ストッパ26を後部内筒11に取り付けているボルトナット等の締結具27を緩め、図1の元押し装置3によりその前方の鋼殻4を押し出して図7(a)に示すように後部外筒9の先端を前壁6に押し付ける。このとき、前部外筒8の後端がカバー23の前端部23aの斜面状に形成された部分に押し付けられ、一定のシール効果が生じる。   Now, if the excavator 1 shown in FIG. 1 has reached the pre-planned point by operating the intermediate pushing device 5 as described above, the stopper 26 is placed in the rear part as shown in FIG. The fastener 27 such as a bolt and nut attached to the cylinder 11 is loosened, and the front steel shell 4 is pushed out by the main pushing device 3 of FIG. 1, and the front end of the rear outer cylinder 9 is moved forward as shown in FIG. Press against the wall 6. At this time, the rear end of the front outer cylinder 8 is pressed against the sloped portion of the front end portion 23a of the cover 23, and a certain sealing effect is produced.

この状態で、各配管32、34、35から充填材ではなく固化剤(モルタル等)を噴出し、前部外筒8の内周面と後部外筒9の外周面との隙間Aを固化剤で充満させる。その後、坑内の作業員が図4に示すマンホール36の蓋37を開き、マンホール36から図7(a)に示す空間S内の充填材を取り出し、後部外筒9の先端を前壁6に周方向に沿って水密に溶接する。図中、38は溶接ビードである。   In this state, a solidifying agent (such as mortar) is ejected from each of the pipes 32, 34, and 35 instead of a filler, and the gap A between the inner peripheral surface of the front outer cylinder 8 and the outer peripheral surface of the rear outer cylinder 9 is solidified. Fill with. Thereafter, an operator in the mine opens the lid 37 of the manhole 36 shown in FIG. 4, takes out the filler in the space S shown in FIG. 7A from the manhole 36, and surrounds the tip of the rear outer cylinder 9 around the front wall 6. Weld tightly along the direction. In the figure, 38 is a weld bead.

溶接完了後、図7(b)に示すように、前後のテーパーピン18、22を内方に引き抜き、前部内筒10、後部内筒11、中押しジャッキ12、内側前壁6b及び外側前壁7bのアッセンブリASを、外側前壁6a及び外側前壁7aに対して軸方向後方に引き抜く。ここで、トンネル中心から外側前壁6aの内周面6xまでの距離よりも、トンネル中心から外側後壁7aの内周面7xまでの距離の方が長いので、上記アッセンブリASを軸方向後方に引き抜く際に、内側前壁6bの外周面6yが外側後壁7aの内周面7xに引っ掛かることはない。   After the completion of welding, as shown in FIG. 7B, the front and rear taper pins 18 and 22 are pulled out inward, and the front inner cylinder 10, the rear inner cylinder 11, the intermediate push jack 12, the inner front wall 6b and the outer front wall 7b. The assembly AS is pulled out rearward in the axial direction with respect to the outer front wall 6a and the outer front wall 7a. Here, since the distance from the tunnel center to the inner peripheral surface 7x of the outer rear wall 7a is longer than the distance from the tunnel center to the inner peripheral surface 6x of the outer front wall 6a, the assembly AS is moved rearward in the axial direction. When pulling out, the outer peripheral surface 6y of the inner front wall 6b is not caught on the inner peripheral surface 7x of the outer rear wall 7a.

引き抜かれたアッセンブリASは、そのまま再利用(転用)されるか、又は分解されて中押しジャッキ12やシール28等が再利用される。   The pulled assembly AS is reused (diverted) as it is, or is disassembled and the intermediate push jack 12, the seal 28, etc. are reused.

1 掘削機
2 発進立坑
3 元押し装置
4 鋼殻
5 中押し装置
6 前壁
6a 外側前壁
6b 内側前壁
7 後壁
7a 外側後壁
7b 内側後壁
8 前部外筒
9 後部外筒
10 前部内筒
11 後部内筒
12 中押しジャッキ
15 前部係脱手段
19 後部係脱手段
28 シール
32 配管
A 隙間
B 隙間
S 空間
DESCRIPTION OF SYMBOLS 1 Excavator 2 Starting shaft 3 Main pushing device 4 Steel shell 5 Middle pushing device 6 Front wall 6a Outer front wall 6b Inner front wall 7 Rear wall 7a Outer rear wall 7b Inner rear wall 8 Front outer cylinder 9 Rear outer cylinder 10 In front part Tube 11 Rear inner tube 12 Middle push jack 15 Front engagement / disengagement means 19 Rear engagement / disengagement means 28 Seal 32 Pipe A Clearance B Clearance S Space

Claims (2)

地山を掘削する掘削機と発進立坑に配置された元押し装置との間に複数直列に連結して配設された断面矩形の鋼殻の途中に介設され、介設位置よりも前方の鋼殻を前方に押し出す中押し装置であって、
前方の鋼殻の後端に連結され該鋼殻の形状に合わせて矩形に形成された前壁と、
後方の鋼殻の前端に連結され該鋼殻の形状に合わせて矩形に形成された後壁と、
前記前壁に取り付けられ地山と接する断面矩形の前部外筒と、
前記後壁に取り付けられ、前部が前記前部外筒の後部と筒内外方向に隙間を隔てて軸方向に重合すると共に地山と接する断面矩形の後部外筒と、
前記前部外筒の内方の前記前壁に前記前部外筒から空間を隔てて取り付けられた断面円形の前部内筒と、
前記後部外筒の内方の前記後壁に前記後部外筒から前記空間を隔てて取り付けられ、前部が前記前部内筒の後部と筒内外方向に隙間を隔てて軸方向に重合する断面円形の後部内筒と、
前記前部内筒と前記後部内筒との隙間を塞ぐシールと、
前記前部内筒の内方の前記前壁と前記後部内筒の内方の前記後壁との間に介設され、前記前壁と前記後壁を近接離間する中押しジャッキとを備え
前記空間は、前記前部外筒及び前記後部外筒から前記前部内筒及び前記後部内筒を筒内方向に離間させて形成されると共に前記前部外筒、後部外筒、前部内筒、後部内筒、前壁及び後壁で区画され、
前記空間に、充填材を充填すると共に該充填材を導入排出するための配管を、前記前壁及び後壁の少なくとも一方に設けたことを特徴とする中押し装置。
Between the excavator that excavates the natural ground and the main pushing device arranged in the starting shaft, a plurality of steel shells having a rectangular cross section arranged in series are arranged in front of the interposed position. An intermediate pushing device that pushes the steel shell forward,
A front wall connected to the rear end of the front steel shell and formed in a rectangular shape in accordance with the shape of the steel shell;
A rear wall connected to the front end of the rear steel shell and formed in a rectangular shape in accordance with the shape of the steel shell;
A front outer cylinder having a rectangular cross section attached to the front wall and in contact with a natural ground ;
A rear outer cylinder having a rectangular cross section that is attached to the rear wall, and whose front part overlaps with the rear part of the front outer cylinder in the axial direction with a gap in and out of the cylinder and in contact with the natural ground ,
A front inner cylinder with a circular cross section attached to the inner front wall of the front outer cylinder with a space from the front outer cylinder;
A circular cross-section that is attached to the inner wall of the rear outer cylinder with the space from the rear outer cylinder, and the front part overlaps with the rear part of the front inner cylinder in the axial direction with a gap in and out of the cylinder. A rear inner cylinder,
A seal that closes a gap between the front inner cylinder and the rear inner cylinder;
An intermediate push jack that is interposed between the front wall inside the front inner cylinder and the rear wall inside the rear inner cylinder and closes and separates the front wall and the rear wall ;
The space is formed by separating the front inner cylinder and the rear inner cylinder in the in-cylinder direction from the front outer cylinder and the rear outer cylinder, and the front outer cylinder, the rear outer cylinder, the front inner cylinder, Partitioned by a rear inner cylinder, a front wall and a rear wall;
An intermediate pushing device characterized in that a pipe for filling and discharging the filler in the space is provided on at least one of the front wall and the rear wall .
地山を掘削する掘削機と発進立坑に配置された元押し装置との間に複数直列に連結して配設された鋼殻の途中に介設され、介設位置よりも前方の鋼殻を前方に押し出す中押し装置であって、
前方の鋼殻の後端に連結される前壁と、
後方の鋼殻の前端に連結される後壁と、
前記前壁に取り付けられた前部外筒と、
前記後壁に取り付けられ、前部が前記前部外筒の後部と筒内外方向に隙間を隔てて軸方向に重合する後部外筒と、
前記前部外筒の内方の前記前壁に取り付けられた前部内筒と、
前記後部外筒の内方の前記後壁に取り付けられ、前部が前記前部内筒の後部と筒内外方向に隙間を隔てて軸方向に重合する後部内筒と、
前記前部内筒と前記後部内筒との隙間を塞ぐシールと、
前記前部内筒の内方の前記前壁と前記後部内筒の内方の前記後壁との間に介設され、前記前壁と前記後壁を近接離間する中押しジャッキとを備え、
前記前壁が、前記筒内外方向に外側前壁と内側前壁とに分割され、
前記後壁が、前記筒内外方向に外側後壁と内側後壁とに分割され、
前記前部外筒が、前記外側前壁に取り付けられ、
前記後部外筒が、前記外側後壁に取り付けられ、
前記前部内筒が、前記内側前壁に取り付けられ、
前記後部内筒が、前記内側後壁に取り付けられ、
前記外側前壁と前記内側前壁とに、それらを係脱する前部係脱手段を設け、
前記外側後壁と前記内側後壁とに、それらを係脱する後部係脱手段を設けた
ことを特徴とする中押し装置。
A plurality of steel shells connected in series between the excavator for excavating the natural ground and the main pushing device arranged in the start shaft are installed in the middle of the steel shell, and the steel shell in front of the installation position is inserted. An intermediate pushing device that pushes forward,
A front wall connected to the rear end of the front steel shell;
A rear wall connected to the front end of the rear steel shell;
A front outer tube attached to the front wall;
A rear outer cylinder attached to the rear wall, wherein the front part overlaps the rear part of the front outer cylinder and the inner and outer directions in the axial direction with a gap therebetween; and
A front inner cylinder attached to the front wall inside the front outer cylinder;
A rear inner cylinder attached to the rear wall on the inner side of the rear outer cylinder, wherein the front part overlaps the rear part of the front inner cylinder and the inner and outer directions in the axial direction with a gap therebetween; and
A seal that closes a gap between the front inner cylinder and the rear inner cylinder;
An intermediate push jack that is interposed between the front wall inside the front inner cylinder and the rear wall inside the rear inner cylinder and closes and separates the front wall and the rear wall;
The front wall is divided into an outer front wall and an inner front wall in the cylinder inside / outside direction,
The rear wall is divided into an outer rear wall and an inner rear wall in the cylinder inner / outer direction,
The front outer cylinder is attached to the outer front wall;
The rear outer cylinder is attached to the outer rear wall;
The front inner cylinder is attached to the inner front wall;
The rear inner cylinder is attached to the inner rear wall;
A front engaging / disengaging means for engaging / disengaging them is provided on the outer front wall and the inner front wall,
Rear engagement / disengagement means for engaging / disengaging them is provided on the outer rear wall and the inner rear wall.
An intermediate pushing device characterized by that .
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