JP7291448B2 - Erector device, lining construction system, and lining construction method - Google Patents

Description

TECHNICAL FIELD The present invention relates to an erector device, a lining construction system, and a lining construction method, and more particularly to a technique for constructing a ring-shaped lining by assembling hexagonal segments in a staggered manner in the circumferential direction of an excavation hole. be.

A shield machine excavates the natural ground by rotating the cutter disc pressed against the face while stabilizing the face, and on the other hand, by assembling the segments brought in from the outside to the inner circumference of the excavation hole. It is a device that forms a tunnel.

In excavation work, a plurality of jacks inside the machine are pressed against a ring-shaped lining body, which is a segment assembly, to advance the shield machine while taking reaction force, and the rear part of the shield machine is moved by advancing the shield machine. The tunnel is formed by repeating the process of assembling a new segment with an erector device in the gap generated between the lining body at the tip of the excavation hole.

A hexagonal segment is known as a segment that constitutes the lining. This hexagonal segment has a shape with long-side joints formed parallel to each other and V-shaped inclined joints protruding on both sides of the long-side joints. All segment shapes are identical.

This hexagonal segment is installed by pushing it from the face side to the rear of the tunnel (shaft insertion type). Then, by alternately joining and connecting the front and rear inclined joints of the hexagonal segments facing each other in the tunnel circumferential direction, a convex portion near the face and a half width of the hexagonal segment from this convex portion are formed. A concave trapezoidal recess is formed, and the front half of the next hexagonal segment is axially inserted into the recess to construct the lining body.

As for the assembly of the hexagonal segments, for example, the one described in Patent Document 1 (Japanese Patent Application Laid-Open No. 2002-115494) is known.

JP-A-2002-115494

Here, an erector device installed in the shield frame of the shield machine is used for assembling the segments (hexagonal segments). An erector device is a mechanism comprising a rotatable erector ring and an erector arranged on the erector ring for gripping, moving and placing segments in position. Generally, a shield machine is provided with one erector. In addition, in order to facilitate the movement of the erector by the erector ring, a counterweight corresponding to the weight of the erector (not including the weight of the segments) is installed at a point-symmetrical position with respect to the rotation center of the erector. is balanced with

If there is only one erector, the erector returns to the gripping position (generally at the bottom of the erector ring) after placing the segments, and must be moved back and forth as many times as the number of segments to be placed.

SUMMARY OF THE INVENTION It is an object of the present invention to provide a technique capable of shortening the working time in constructing a lining using hexagonal segments.

In order to solve the above-mentioned problems, the erector device of the present invention according to claim 1 is provided in a cylindrical shield frame and is rotatable around the central axis of the shield frame ; a pair of support arms attached to the erector ring so as to extend along the axial direction of the shield frame and arranged at positions facing each other across the rotation center of the erector ring; A first erector that is supported by a support arm and that rotates with the rotation of the erector ring to grip and assemble the segment, and a position that is point-symmetrical to the first erector with respect to the center of rotation of the erector ring. and a second erector that is attached to and supported by the support arm so as to be rotated by the rotation of the erector ring and grips and assembles the segment; The erector includes a suspension beam provided with a gripping portion that grips the segment so as to swing around the central portion thereof, a pair of cylinders fixed to the pair of support arms, and a pair of cylinders provided at both ends of the suspension beam. Radial movement for reciprocating the suspension beam in the radial direction of the shield frame, comprising a pair of guide rods passing through the cylinder and a pair of telescopic jacks for sliding the guide rods in the axial direction of the cylinder. means, wherein the second erector includes a suspension beam provided with a gripping portion that grips the segment so as to swing about the central portion thereof, and the shield frame for the tubular body of the first erector. a pair of cylinders fixed to the pair of support arms at axially displaced positions, a pair of guide rods provided at both ends of the suspension beam and penetrating the cylinders, and the guide rods connected to the cylinder It is characterized by comprising a pair of extensible jacks that slide in the axial direction of the body, and a radial movement means for reciprocating the suspension beam in the radial direction of the shield frame.

In order to solve the above-mentioned problems, the construction system of the present invention according to claim 2 comprises a cylindrical shield frame in which a cutter head for excavating the ground is rotatably installed at the leading end in the traveling direction, and the shield frame. A shield tunneling machine equipped with the erector device according to claim 1 installed inside, and a segment supply path formed in the lower part of a ring-shaped lining body covering the inner peripheral surface of the excavation hole. and

In order to solve the above-mentioned problems, the construction system of the present invention according to claim 3 includes a cylindrical shield frame in which a cutter head for excavating the ground is rotatably installed at the forward end, and the shield frame. a shield tunneling machine equipped with the erector device according to claim 1 installed inside the tunnel; and segment supply paths formed in the lower and upper parts of a ring-shaped lining body covering the inner peripheral surface of the excavation hole. characterized by

In order to solve the above problems, the method for constructing a lining according to claim 4 of the present invention uses the lining structure constructing system according to claim 2, and uses a long side joint and both sides of the long side joint. The long-side joints of hexagonal segments having V-shaped inclined joints protruding are assembled in a staggered manner with the front and rear of the excavation hole facing forward and backward so that the number of segments forming one ring is a multiple of four. In the method for constructing an artificial body, the hexagonal segments supplied through the segment supply path are sequentially gripped by the first erector and the second erector while the erector ring is rotated 180 degrees, and the It is characterized in that the assembling by one erector and the assembling by the second erector are performed simultaneously.

In order to solve the above problems, the method for constructing a lining according to the fifth aspect of the present invention uses the system for constructing a lining according to the third aspect of the present invention. The long-side joints of hexagonal segments having V-shaped inclined joints protruding are assembled in a staggered manner with the front and rear of the excavation hole facing forward and backward so that the number of segments forming one ring is a multiple of four. In the method for constructing a building body, the hexagonal segments supplied from the segment supply passage at the lower portion are held by the first erector, and the hexagonal segments supplied from the segment supply passage at the upper portion are held by the first erector. The device is gripped by two erectors, and assembly by the first erector and assembly by the second erector are performed simultaneously.

In order to solve the above-mentioned problems, the method for constructing a lining body of the present invention as set forth in claim 6 is characterized in that, in the invention as set forth in claim 4 or 5 , the first erector is supported as the shield machine advances. The support arm for supporting the second erector and the support arm for supporting the second erector reciprocate in the front-rear direction.

According to the present invention, the hexagonal segments are gripped and assembled simultaneously by the first erector and the second erector, so that the time required for gripping and installing the hexagonal segments can be reduced, and the hexagonal segments can be The total rotation angle of the erector ring during transportation can be reduced. As a result, it is possible to shorten the working time in constructing the lining using the hexagonal segments.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a configuration diagram of a lining construction system that is an embodiment of the present invention, with the inside of the rear body of a shield machine seen through from the side; It is the figure which looked at the erector apparatus provided in the shield machine of FIG. 1 from the back. FIG. 4 is a plan view of a hexagonal segment used for tunnel construction; Figure 4 is a front view of the hexagonal segment of Figure 3; Figure 4 is a side view of the hexagonal segment of Figure 3; 4 is a side view of a ring-shaped lining constructed by assembling the hexagonal segments of FIG. 3; FIG. FIG. 7 is an exploded view of FIG. 6; (a) to (i) are explanatory diagrams successively showing construction of a lining by the lining construction system of the present embodiment. 8(a) to (j) are explanatory diagrams continuously showing construction of a lining by the lining construction system of the present embodiment, starting from FIG. 8(i). (a) to (i) are explanatory diagrams successively showing construction of a lining by a lining construction system as a modified example of the present embodiment. 10A to 10D are explanatory diagrams continuously showing construction of a lining by a lining construction system as a modified example of the present embodiment, starting from FIG. 10I. It is the block diagram which looked through the inside of the rear body part of the shield machine as a modification of this invention from the side surface.

BEST MODE FOR CARRYING OUT THE INVENTION An embodiment as an example of the present invention will be described in detail below with reference to the drawings. In the drawings for describing the embodiments, in principle, the same components are denoted by the same reference numerals, and repeated description thereof will be omitted.

The shield machine M of the present embodiment shown in FIG. 1 injects viscous mud water into the earth and sand excavated by the cutter head and taken into the chamber to generate mud water pressure, and the mud water pressure is applied to the soil of the face. It is a slurry shield tunneling machine that constructs a borehole under pressure. The shield machine M has a cylindrical shield frame 11 composed of a front body (not shown) and a rear body 11a which are connected to each other.

Although not shown, a cutter head equipped with a plurality of bits for excavating the ground is rotatably installed at the front end of the front body in the direction of travel. A partition wall is fixed to the shield frame 11 to separate the inside and the inside of the machine. A chamber is formed between the cutter head and the partition wall to take in the earth and sand excavated by the cutter head. The partition wall is also formed with a front end opening of a mud discharge pipe for discharging muddy water from the chamber and a front end opening of a water pipe for supplying viscous muddy water into the chamber.

Now, as shown in FIG. 1, on the inner peripheral surface of the front end portion of the rear trunk portion 11a, a lining body SL in which segments S are assembled in an annular shape is pushed toward the rear of the shield frame 11 to push the shield frame 11 forward. A ring girder 12 is installed to take the reaction force of a propulsion jack (not shown) for advancing. The ring girder 12 is provided with an erector device 13 for assembling the segments S to construct a lining body SL covering the inner peripheral surface of the excavation hole. Details of the erector device 13 will be described later.

A plurality of tail brushes 14 made of steel wires, urethane foam, or the like are arranged at intervals in the direction of travel on the inner peripheral surface of the rear end portion of the rear trunk portion 11a that constitutes the shield frame 11 in the direction of travel. are arranged in a ring. The tail brush 14 extends inward with a length that contacts the outer peripheral surface of the lining SL, and a sealing material is provided between the inner peripheral surface of the shield frame 11 and the outer peripheral surface of the lining SL. A sealed chamber 14a to be filled is formed.

1 and 2, the erector device 13 comprises an erector ring 13a rotatably installed at the rear of the ring girder 12 and a pair of support arms 13b attached to the erector ring 13a. A first erector E1 and a second erector E2 for grasping the segments S and assembling the ring-shaped lining body SL are attached to the support arm 13b along the axial direction of the shield machine M. ing.

For the first erector E1 and the second erector E2, the opposing erectors E1 and E2 provided at point-symmetrical positions serve as counterweights, so there is no need to install a separate counterweight.

As shown in FIG. 2, the second erector E2 is positioned point-symmetrical to the first erector E1 with respect to the rotation center of the erector ring 13a (that is, the first erector E1 and the second erector E2 are positioned relative to each other). 180°). Further, as described above, since the support arm 13b is attached to the erector ring 13a, the first erector E1 and the second erector E2 are turned by the rotation of the erector ring 13a.

Here, the first erector E1 and the second erector E2 are provided with a suspension beam 13c provided with a grasping portion 13ca for grasping the segment S swingably around a grasping hole H1 provided in the center of the segment S. , radially moving means 13d for reciprocating the suspension beam 13c in the radial direction of the excavation hole. The radial movement means 13d includes cylinders 13da fixed to the pair of support arms 13b, a pair of guide rods 13db provided at both ends of the suspension beam 13c and penetrating the cylinders 13da, and the guide rods 13db connected to the cylinders 13da. It consists of a pair of telescopic jacks 13dc that are slidable in the axial direction. In the telescopic jack 13dc, the housing 13dca is fixed to the cylindrical body 13da, and the telescopic rod 13dcb is fixed to the suspension beam 13c. Therefore, when the telescopic rod 13dcb strokes, the guide rod 13db slides in the axial direction of the cylindrical body 13da, thereby reciprocating the suspension beam 13c in the radial direction of the excavation hole.

Further, as shown in FIG. 1, the front-rear mounting position of the suspension beam 13c and the guide rod 13db in the first erector E1, and the front-rear mounting position of the suspension beam 13c and the guide rod 13db in the second erector E2. As a result, the gripping portion 13ca of the first erector E1 and the gripping portion 13ca of the second erector E2 are at the same position with respect to the axial direction of the shield machine M.

As a result, the first erector E1 and the second erector E2, which respectively grip the segment S, can be assembled at mutually different positions on the same ring that constitutes the lining SL.

Now, as shown in FIG. 1, the segment supply path Y for supplying the segments S to the erector device 13 having the above configuration is located in the lower part of the ring-shaped lining body SL covering the inner peripheral surface of the excavation hole. is formed in The segment supply route Y is composed of a rail Y1 laid in the lining SL, a segment truck Y2 carrying the segment S and running on the rail Y1, and a first erector E1 and a second erector E2. is turned to the lower end position by the rotation of the erector ring 13a to receive the segment S from the segment carriage Y2.

The segment supply path Y and the shield machine M described above constitute a lining construction system MS.

Now, in the present embodiment, such a lining construction system MS is used to assemble hexagonal segments (hereinafter referred to as "hexagonal segments") S in a staggered manner to form a ring lining SL. A tunnel covering the inner peripheral surface of the excavation hole is constructed by connecting them.

Here, the hexagonal segments used for constructing the straight portion of the tunnel will be described with reference to FIGS. 3 to 7. FIG.

As shown in FIGS. 3 to 5, the hexagonal segment S is made of reinforced concrete curved in the tunnel circumferential direction and formed into a planar hexagonal shape, and two long side joints J1 formed facing each other. , and V-shaped inclined joints J2 projecting from both sides of the long side joints J1. A gripping hole H1 into which an anchor (not shown) is inserted when gripped by the first erector E1 and the second erector E2 is formed in the central portion of the inner surface.

In the hexagonal segment S, a sheath tube T through which a joint bolt between the hypotenuses passes is embedded parallel to one inclined surface of the inclined joint J2. A tightening hole H2 for tightening is formed continuously with the sheath tube T. Also, an insert anchor F1 is embedded in parallel with the other inclined surface of the inclined joint J2 to be screwed with a joint bolt between oblique sides passing through the sheath tube T of the other hexagonal segment S to be joined. Furthermore, a suspension insert F2 used when suspending the hexagonal segment S is embedded from the other long side joint J1 toward the inside.

On the outer peripheral surface of the hexagonal segment S, there are recessed inter-ring sockets R1 and protruding inter-ring plugs R2 as parts for aligning the other hexagonal segments S by fitting them in recesses and projections. formed.

Although the hexagonal segment S is made of reinforced concrete in this embodiment, it may be made of steel.

Such hexagonal segments S are assembled in a staggered manner in the circumferential direction of the excavation to construct the ring-shaped lining body SL shown in FIG. In the lining body SL, the long side joints J1 of the hexagonal segments S are arranged so as to face the front and back of the excavation hole (that is, the face side and the tunnel mouth side), and the inclination of the hexagonal segments S located in the front and back direction By alternately connecting the joints J2, a convex portion close to the face and a trapezoidal concave portion recessed from the convex portion by half the width of the hexagonal segment S are alternately formed along the circumferential direction. . Then, the front half of the next hexagonal segment S is axially inserted and fitted into the formed concave portion.

When assembling the hexagonal segments S, the face side of the lining body SL made up of the hexagonal segments S that have already been assembled in a ring shape is pressed by a propelling jack to take reaction force, and the shield machine M is moved to the hexagonal shape. It is advanced by the width of the segment S to form an assembly space.

Here, as shown in FIG. 2, the lining body SL assembled by the lining body construction system MS of the present embodiment is a 12-split type in which the number of segments in one ring is 12, which is a multiple of 4. . That is, as described above, the erector device 13, in which the first erector E1 and the second erector E2 are located point-symmetrically with respect to the rotation center of the erector ring 13a, has a hexagonal segment S is used for the construction of lining bodies SL in which the number of segments of is a multiple of four.

The sequence of constructing the lining SL with the hexagonal segments S by the lining constructing system MS of the present embodiment will be described below with reference to FIGS. 8 and 9. FIG. In these drawings, + (plus) indicates that the erector ring 13a rotates clockwise, and - (minus) indicates that it rotates counterclockwise. Also, P1 to P12 indicate the mounting positions of the hexagonal segments S on the lining SL.

The hexagonal segments S are assembled alternately in the circumferential direction of the lining body SL. As shown in FIGS. 6 and 7, the face side of the lining SL (that is, the side to which the hexagonal segments S are assembled) has convex portions and concave portions alternately formed along the circumferential direction. It is from. That is, when the hexagonal segment S is assembled into the concave portion, the assembled portion becomes a convex portion, and the previously convex portion becomes a new concave portion, so the hexagonal segment S is subsequently assembled into this new concave portion. because it makes

Here, the first erector E1 and the second erector E2 grip the hexagonal segment S with the gripping portion 13ca, and then move in a direction intersecting the axial direction of the shield frame 11 by the radial moving means 13d. Next, the erector ring 13a is rotated in the circumferential direction of the shield frame 11 and moved to the assembly position. Then, the first erector E1 and the second erector E2 are slid in the axial direction of the shield frame 11 by the support arm 13b, and assembled at the target position.

Now, as shown in FIG. 8(a), the hexagonal segment S is gripped by the first erector E1 positioned at the lower end of the erector ring 13a, and then, as shown in FIG. 8(b), the erector ring 13a is rotated ±180° to grip the hexagonal segment S with the second erector E2 as the lower end. Then, as shown in FIG. 8(c), the erector ring 13a is rotated +60°, and the hexagonal segments S are simultaneously assembled at the position P3 with the first erector E1 and at the position P9 with the second erector E2.

Next, as shown in FIG. 8(d), the erector ring 13a is rotated by −60° to grip the hexagonal segment S with the second erector E2 as the lower end, and then as shown in FIG. 8(e). , the erector ring 13a is rotated ±180° to grip the hexagonal segment S with the first erector E1 as the lower end. Then, as shown in FIG. 8(f), the erector ring 13a is rotated by −60°, and the hexagonal segment S is simultaneously assembled at the position P11 with the first erector E1 and at the position P5 with the second erector E2. .

Next, as shown in FIG. 8(g), the erector ring 13a is rotated by −120° to grip the hexagonal segment S with the second erector E2 as the lower end, and then as shown in FIG. 8(h). , the erector ring 13a is rotated ±180° to grip the hexagonal segment S with the first erector E1 as the lower end. Then, as shown in FIG. 8(i), without rotating the erector ring 13a (in other words, leaving it in the same position), the first erector E1 moves to the position P1 and the second erector E2 moves to the position P7. , respectively assemble the hexagonal segment S at the same time.

Up to this point (previous step), the assembly of the hexagonal segments S to the recesses formed alternately in the circumferential direction of the lining body SL is completed (see FIG. 8(i)). As a result, the previously convex portions become concave portions, so in the subsequent steps, the hexagonal segments S are newly assembled to every other concave portion. The total rotation angle of the erector ring 13a in the preceding step is 840°.

Now, as shown in FIG. 9(a), without rotating the erector ring 13a, the hexagonal segment S is gripped by the first erector E1 located at the lower end, and then as shown in FIG. 9(b). As shown, the erector ring 13a is rotated ±180° to grip the hexagonal segment S with the second erector E2 at the lower end. Then, as shown in FIG. 9(c), the erector ring 13a is rotated by +30°, and the hexagonal segment S is simultaneously assembled at the position P8 with the first erector E1 and at the position P2 with the second erector E2.

Next, as shown in FIG. 9(d), the erector ring 13a is rotated by −30° to grip the hexagonal segment S with the second erector E2 as the lower end, and then as shown in FIG. 9(e). , the erector ring 13a is rotated ±180° to grip the hexagonal segment S with the first erector E1 as the lower end. Then, as shown in FIG. 9(f), the erector ring 13a is rotated by −30°, and the hexagonal segments S are simultaneously assembled at the position P12 with the first erector E1 and at the position P6 with the second erector E2. .

Next, as shown in FIG. 9(g), the erector ring 13a is rotated +30° to grip the hexagonal segment S with the first erector E1 as the lower end, and then as shown in FIG. 9(h). Then, the erector ring 13a is rotated ±180° to grip the hexagonal segment S with the second erector E2 as the lower end. Then, as shown in FIG. 9(i), the erector ring 13a is rotated +90°, and the hexagonal segment S is simultaneously assembled at the position P10 with the first erector E1 and at the position P4 with the second erector E2.

Thus, the assembly of the hexagonal segments S to the alternate concave portions is completed, and the assembly of the hexagonal segments S for one ring is completed as a whole.

Then, as shown in FIG. 9(j), when the erector ring 13a is rotated +90°, the position where the first erector E1 is the lower end and the second erector E2 is the upper end, that is, the position shown in FIG. 8(a) It will return to the assembly start position. In addition, the total rotation angle of the erector ring 13a in the latter process is also 840°. Therefore, the total rotation angle of the erector ring 13a for assembling one ring (total of the former stage process and the latter stage process) is 1,680°.

8(a) to 8(i) and 9(a) to 9(j) are repeated for one ring while propelling the shield machine M to construct the lining body SL. go.

Here, as described above, in this embodiment, the total rotation angle of the erector ring 13a for assembling one ring is 1,680°. On the other hand, when there is one erector and 12 hexagonal segments S are similarly assembled into one ring, the total rotation angle of the erector ring 13a is 2,160°. The total rotation angle of the erector ring 13a can be replaced with the total movement distance of the erectors E1 and E2, and the magnitude of the total value directly affects the working time. When the hexagonal segment S is assembled with two erectors E1 and E2 as in the present embodiment, the total rotation angle of the erector ring 13a is 20% less than when assembled with one erector. becomes smaller.

As described above, according to the present embodiment, since the hexagonal segment S is grasped by the first erector E1 and the second erector E2 and assembled at the same time, the installation position of the hexagonal segment S can be adjusted. The time required for installation and fixing by the joint bolts between the oblique sides can be reduced to the same extent as when assembling one hexagonal segment S, and the total rotation angle of the erector ring 13a when conveying the hexagonal segment S can be reduced. It can be made smaller (that is, the movement distance of the first erector E1 and the second erector E2 can be shortened). As a result, it is possible to shorten the working time in constructing the lining body SL using the hexagonal segments S.

In the above description, the segment supply path Y for supplying the hexagonal segment S to the erector device 13 is formed in the lower part of the lining body SL. Here, it is also possible to further form a segment supply path Y in the upper part of the lining body SL so that the hexagonal segments S can be supplied to the erector device 13 through the segment supply paths Y of two upper and lower systems.

The order of constructing the lining body SL in such a supply form will be described with reference to FIGS. 10 and 11. FIG. In these drawings as well, clockwise rotation of the erector ring 13a is indicated by + (plus), and counterclockwise rotation is indicated by - (minus). Also, P1 to P12 indicate the mounting positions of the hexagonal segments S on the lining SL.

First, as shown in FIG. 10(a), the hexagonal segment S is gripped by the first erector E1 located at the lower end of the erector ring 13a, and the second erector E2 located at the upper end of the erector ring 13a also grips the hexagonal segment S. A square segment S is gripped. Then, as shown in FIG. 10(b), the erector ring 13a is rotated by +60°, and the hexagonal segment S is simultaneously assembled at the position P3 with the first erector E1 and at the position P9 with the second erector E2.

Next, as shown in FIG. 10(c), the erector ring 13a is rotated by −60° so that the first erector E1 is positioned at the lower end and the second erector E2 is positioned at the upper end. A hexagonal segment S is gripped by one erector E1 and a second erector E2 located at the upper end of the erector ring 13a. Then, as shown in FIG. 10(d), the erector ring 13a is rotated by −60°, and the hexagonal segment S is simultaneously assembled at the position P11 with the first erector E1 and at the position P5 with the second erector E2. .

Next, as shown in FIG. 10(e), the erector ring 13a is rotated +60° so that the first erector E1 is positioned at the lower end and the second erector E2 is positioned at the upper end. and a second erector E2 located at the upper end of the erector ring 13a. Then, as shown in FIG. 10(f), without rotating the erector ring 13a, the hexagonal segment S is moved to the position P1 by the first erector E1 and to the position P7 by the second erector E2. assemble at the same time.

Up to this point (previous step), the assembly of the hexagonal segments S to the recesses formed alternately in the circumferential direction of the lining body SL is completed (see FIG. 10(f)). Then, in the following post-stage process, the hexagonal segments S are newly assembled to alternate concave portions. The total rotation angle of the erector ring 13a in the preceding step is 240°.

Now, as shown in FIG. 10(g), without rotating the erector ring 13a, the first erector E1 located at the lower end of the erector ring 13a and the second erector E2 located at the upper end of the erector ring 13a are respectively operated. A hexagonal segment S is grasped. Then, as shown in FIG. 10(h), the erector ring 13a is rotated +30°, and the hexagonal segment S is simultaneously assembled at the position P8 with the first erector E1 and at the position P2 with the second erector E2.

Next, as shown in FIG. 10(i), the erector ring 13a is rotated by −30° so that the first erector E1 is positioned at the lower end and the second erector E2 is positioned at the upper end. A hexagonal segment S is gripped by one erector E1 and a second erector E2 located at the upper end of the erector ring 13a. Then, as shown in FIG. 11(a), the erector ring 13a is rotated by −30°, and the hexagonal segments S are simultaneously assembled at the position P12 with the first erector E1 and at the position P6 with the second erector E2. .

Next, as shown in FIG. 11(b), the erector ring 13a is rotated +30° so that the first erector E1 is positioned at the lower end and the second erector E2 is positioned at the upper end. and a second erector E2 located at the upper end of the erector ring 13a. Then, as shown in FIG. 11(c), the erector ring 13a is rotated +90°, and the hexagonal segment S is simultaneously assembled at the position P10 with the first erector E1 and at the position P4 with the second erector E2.

Thus, the assembly of the hexagonal segments S to the alternate concave portions is completed, and the assembly of the hexagonal segments S for one ring is completed as a whole.

Then, as shown in FIG. 11(d), when the erector ring 13a is rotated by −90°, the first erector E1 becomes the lower end and the second erector E2 becomes the upper end. will return to position. Also, the total rotation angle of the erector ring 13a in the latter process is 300°. Therefore, the total rotation angle of the erector ring 13a for assembling one ring when the hexagonal segments S are supplied to the erector device 13 through the two upper and lower segment supply paths Y is 540. °.

As described above, the total rotation angle of the erector ring 13a for assembling one ring is 1,680° when the hexagonal segments S are supplied to the erector device 13 by the segment supply path Y of only the lower part. , when the hexagonal segment S is assembled with the two-system supply path, the total rotation angle of the erector ring 13a is less than 1/3 of the one-system supply path. Therefore, it is possible to further shorten the work time in constructing the lining body SL using the hexagonal segments S.

As described above, the invention made by the present inventor was specifically described based on the embodiment, but the embodiment disclosed in this specification is an example in all respects, and is limited to the technology disclosed. not a thing That is, the technical scope of the present invention should not be construed in a restrictive manner based on the description of the above embodiments, but should be construed according to the description of the scope of claims. All modifications are included as long as they do not deviate from the description technology and equivalent technology and the gist of the claims.

For example, the assembling order of the hexagonal segments S is not limited to that of the present embodiment, and can be freely determined such as assembling from the position P1 and the position P7.

Further, in the present embodiment, the lining construction system MS configured by the shield machine M provided with the erector device 13 shown in FIG. 1 and FIG. The case of assembling the lining body SL with the hexagonal segments S has been described. It is sufficient if the erector E2 is provided, and the structure of the erector device 13 is not limited to this embodiment.

Further, the support arm 13b of the erector device 13 in the present embodiment only connects and supports the erector ring 13a, the first erector E1 and the second erector E2, but as shown in FIG. In addition to the cylindrical body 13da extending vertically, a cylindrical body 13dab extending in the axial direction is provided, and the cylindrical body 13dab is slidably mounted on the support arm 13b. You may enable it to be made to return in a direction.

According to such an erector device 13, the positions of the first erector E1 and the second erector E2 can be moved by the width of the hexagonal segment S by sliding the cylinder 13dab. The hexagonal segment S can be assembled while advancing the machine M (simultaneous execution of shield excavation by the hexagonal segment and segment assembly).

In the above description, the case where the present invention is applied to a mud type shield machine is shown, but it is not limited to this, and various closed type shield machines such as a mud pressure type shield machine can be applied. can be applied to

11 shield frame 11a rear body 12 ring girder 13 erector device 13a erector ring 13b support arm 13c suspension beam 13ca gripping portion 13d radial movement means 13da, 13dab cylindrical body 13db guide rod 13dc telescopic jack 13dca housing 13dcb telescopic rod E1 first Erector E2 Second erector J1 Long side joint J2 Inclined joint M Shield machine MS Lining body construction system P1-P12 Position S Hexagonal segment SL Lining body Y Segment supply path Y1 Rail Y2 Segment truck

Claims (6)

an erector ring installed in a cylindrical shield frame and rotatable around the central axis of the shield frame ;
a pair of support arms attached to the erector ring so as to extend along the axial direction of the shield frame and arranged at positions facing each other across the rotation center of the erector ring ;
a first erector attached to the support arm and supported by the support arm, and swiveled by the rotation of the erector ring to grip and assemble the segment;
It is attached to the support arm so as to be point-symmetrical to the first erector with respect to the rotation center of the erector ring, and is supported by the support arm. a second erector for gripping and assembling,
The first erector is
a suspension beam provided with a gripping portion that grips the segment so that it can swing about the central portion of the segment;
a pair of cylinders fixed to the pair of support arms;
It consists of a pair of guide rods provided at both ends of the suspension beam and passing through the cylinder, and a pair of telescopic jacks for sliding the guide rods in the axial direction of the cylinder. A radial movement means for reciprocating in the radial direction,
The second erector is
a suspension beam provided with a gripping portion that grips the segment so that it can swing about the central portion of the segment;
a pair of cylinders fixed to the pair of support arms at positions shifted in the axial direction of the shield frame with respect to the cylinders of the first erector;
It consists of a pair of guide rods provided at both ends of the suspension beam and passing through the cylinder, and a pair of telescopic jacks for sliding the guide rods in the axial direction of the cylinder. A radial movement means for reciprocating in the radial direction,
An erector device characterized by: A shield excavator comprising a cylindrical shield frame in which a cutter head for excavating the ground is rotatably installed at the tip in the traveling direction, and the erector device according to claim 1 installed in the shield frame;
A segment supply channel formed in the lower part of the ring-shaped lining covering the inner peripheral surface of the excavation hole;
A lining body construction system comprising: A shield excavator comprising a cylindrical shield frame in which a cutter head for excavating the ground is rotatably installed at the tip in the traveling direction, and the erector device according to claim 1 installed in the shield frame;
a segment supply channel formed in the lower and upper parts of the ring-shaped lining covering the inner peripheral surface of the excavation;
A lining body construction system comprising: Using the lining body construction system according to claim 2, the long side joints of hexagonal segments provided with long side joints and V-shaped inclined joints protruding on both sides of the long side joints are formed. A method for constructing a lining body in which the number of segments forming one ring is a multiple of 4 and assembled in a staggered manner with the front and rear of the excavation facing,
While rotating the erector ring by 180 degrees, the hexagonal segments supplied through the segment supply path are sequentially gripped by the first erector and the second erector,
Simultaneously performing assembly by the first erector and assembly by the second erector;
A method of constructing a lining body characterized by: Using the lining body construction system according to claim 3, the long side joints of hexagonal segments provided with long side joints and V-shaped inclined joints protruding on both sides of the long side joints are formed. A method for constructing a lining body in which the number of segments forming one ring is a multiple of 4 and assembled in a staggered manner with the front and rear of the excavation facing,
gripping the hexagonal segments supplied from the lower segment supply path with the first erector and gripping the hexagonal segments supplied from the upper segment supply path with the second erector,
Simultaneously performing assembly by the first erector and assembly by the second erector;
A method of constructing a lining body characterized by: As the shield machine advances, the support arm that supports the first erector and the support arm that supports the second erector reciprocate in the front-rear direction.
The construction method of the lining according to claim 4 or 5, characterized in that:

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