JP3993676B2 - Equipment transportation system in shield construction - Google Patents

Description

[0001]
BACKGROUND OF THE INVENTION
  The present invention is a material / material transport system for transporting equipment (hereinafter referred to as materials / equipment) such as segments and track members used in shield construction using civil engineering technology from the ground to the vicinity of the face.ToIt is related.
[0002]
[Prior art]
In the conventional shield construction, the transportation of materials and equipment from the ground to the rear of the erector at the tip of the shield tunnel in the ground is, for example, the first lateral transport system on the ground, the vertical transport system in the start shaft, and the shield. It was made by a material / material transport system comprising a second lateral transport system by a transport vehicle traveling on a track in a tunnel.
[0003]
According to this material and equipment transport system, the second horizontal tunnel in the shield tunnel is prevented so as not to cause a delay in the cycle time of the shield tunnel construction (consisting of the excavation time and the segment assembly time) based on the excavation speed by the shield excavator. Operate the directional transport system, operate the vertical transport system in the start shaft so that there is no delay in this second lateral transport system, and further prevent the vertical transport system from being delayed. As long as each of these systems plays a role and functions normally, the cycle time can be maintained, resulting in high-speed construction of shield tunnels. Will contribute.
[0004]
However, the first lateral transport system does not provide space for installation on the ground, such as a warehouse that stocks materials such as segments, and a lateral transport device that transports materials and equipment in the warehouse to the vertical transport area in the start shaft. Since it is necessary in a considerably wide range, it is practically difficult to secure a large installation space (land) on the ground in the conventional material / material transport system including the first lateral transport system. The application in urban civil engineering is considerably limited, and the problem is large even when the demand for shield construction is mostly in such urban civil engineering.
[0005]
In recent years, it has been planned that the transport distance of materials and equipment in shield tunnels will be unprecedented, and if the conventional equipment transport system is applied as it is in such shield tunnels, it will be dedicated to segments. When the trains and trains dedicated to equipment such as approximately the same number of track members are combined, it will reach a considerable number of necessary train formations, so it will be difficult to supply equipment quickly to all these trains, As a result, a delay occurs in the second lateral conveyance system, and the cycle time cannot be maintained.
[0006]
In particular, the number of trains required increases when the second lateral transport system of the conventional material / material transport system includes a evacuation line that eliminates the inconvenience of the train heading toward the face and the train heading toward the start shaft side. Then, this tendency becomes remarkable.
[0007]
[Problems to be solved by the invention]
  Therefore, the present invention can reduce the installation space on the ground such as a warehouse of materials and equipment and a transfer device, and even when the conveyance distance of materials and equipment in the shield tunnel becomes considerably long, the shield Equipment transportation system in shield construction that can be properly maintained so that there is no delay in the cycle time of tunnel constructionTheIt is intended to provide.
[0008]
[Means for Solving the Problems]
  In order to achieve the above object, the material / material transport system in the shield work according to the present invention includes a carry-in system for carrying the material / equipment to a continuous vertical bottom communicating with the start shaft, and a material / equipment carried by the carry-in system at the continuous vertical bottom. In addition, the connected vertical bottom transport system that transports the stocked materials and equipment to the start shaft at an appropriate timing, and the start vertical shaft that transports the materials and equipment transported by the continuous vertical bottom transport system to the shield tunnel well in the start shaft The present invention is characterized in that it comprises a transport system and a transport system in the tunnel that transports materials and equipment transported by the starter shaft transport system in the shield tunnel in the lateral direction to the vicinity of the shield excavator.
  In addition, when the center line in the transport direction of the chain conveyor in the continuous vertical bottom transport system and the center line in the transport direction of the track in the tunnel transport system intersect at an intersection in the start vertical shaft, the transport is performed by the continuous vertical bottom transport system. From the viewpoint of smoother and faster transfer of the received equipment to the transport system in the tunnel, the starter shaft transport system has a transfer platform on which the equipment is placed around the intersection. Direction changing means that changes direction by rotating, a first conveyance carriage that conveys and places the materials and equipment conveyed by the continuous vertical bottom conveyance system to the transfer platform, and the transfer by the first conveyance carriage It is preferable to include a second transport carriage that transports the materials and equipment placed on the gantry to the shield tunnel wellhead.
[0009]
That is, the present invention is provided with a continuous vertical bottom conveyance system and a starting vertical underground conveyance system as components not included in the conventional material conveyance system in shield construction. It is possible to reduce the installation space in the shield tunnel and maintain it properly so that there is no delay in the shield tunnel construction cycle time even when the transport distance of materials and equipment in the shield tunnel is considerably increased. It is possible to follow.
[0010]
In such a technical means, the carrying-in system may be a crane or the like at a normal carrying speed as long as it can carry the materials and equipment carried in the field to the bottom of the continuous shaft communicating with the starting shaft. There is no problem in appropriately selecting the materials to be transported. However, from the viewpoint of further reducing the installation space on the ground and making effective use of the land, the materials and equipment on the ground can be laterally moved to the vertical transportation area in the continuous shaft. A first lateral transport device that transports in the direction, a second lateral transport device that transports materials and equipment in the continuous vertical shaft to the vertical transport region in the vertical direction, and the vertical transport region It is preferable that the apparatus includes a vertical transfer device that transfers materials and equipment in the vertical direction to the bottom of the continuous vertical shaft.
[0012]
Here, the transport direction center line of the chain conveyor and the transport direction center line of the track in the tunnel transport system intersect at the intersection in the start shaft. The transport direction center line of the chain conveyor and the transport direction center line of the track It means that the included angle formed by is between 0 ° and 180 °.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention will be described in detail based on embodiments shown in the accompanying drawings.
[0014]
FIG. 1 is a schematic vertical side view of shield construction to which a material / material transport system according to an embodiment of the present invention is applied, FIG. 2 is a schematic horizontal side view of the shield construction, and FIG. 3 is a schematic plan view of the shield construction. Show.
[0015]
1 and 2, reference numeral 1 denotes a shield tunnel that has already been constructed in this shield construction, reference numeral 2 denotes a start shaft that is provided with a mountain retaining wall W and communicates with the shield tunnel 1, reference numeral 3 is a continuous shaft that is provided with a mountain retaining wall W and communicates with the start shaft 2, and a symbol 4 includes a girder (not shown), a lining girder 4a, and a lining plate 4b. The ground part lining for securing the work space for the loading vehicle A and the like on the ground and the space for placing the segment S, reference numeral 5 is composed of a column 5a, a lining girder 5b, and a lining plate 5c. An intermediate floor lining for placing equipment K such as track members, equipment, piping, wiring, etc., 6 is established in the ground lining 4 and the intermediate floor lining 5 and the surroundings are handrails. It is an area including the upper and lower sides of the openings 6b and 6c cured in 6a. It represents a straight direction transfer area (the illustrated dashed line).
[0016]
Reference numeral 7 denotes a first lateral transport that transports the segment S suspended by the hook 7b in the lateral direction to the vertical transport area 6 by running on a track 7a laid on the ground covering 4. The bridge crane which functions as a vertical direction conveying apparatus which conveys the said segment S to the bottom part of the continuous shaft 3 in the vertical direction in this vertical direction conveyance area | region 6 and the code | symbol 8 mounts the segment S or mounts the segment S The segment stock cart, which runs on the track 8a laid on the ground lining 4 while being placed, indicates a soundproof house that houses the bridge crane 7 and the segment stock cart 8 to contain the noise caused by the construction. ing.
[0017]
Furthermore, the code | symbol 10 travels by using the cross beam 10b which drive | works as the track | orbit further the vertical girder 10a provided under the lining girder 4a above the intermediate floor part lining 5 in the continuous vertical shaft 3, A second lateral transport device that transports the equipment K such as a track member in the lateral direction to the vertical transport area 6, and a vertical direction that transports the equipment K in the vertical direction to the bottom of the continuous shaft 3 in the vertical transport area 6. An overhead crane functioning as a transport device is shown.
[0018]
The intermediate floor lining 5 plays an important role in that it enables a considerable portion of the equipment K previously stocked in the above-ground equipment warehouse to be stocked in the underground continuous pit 3. Thus, the installation space for the equipment K on the ground can be reduced.
[0019]
Furthermore, reference numeral 11 designates the segment S and the equipment K that have been transported to the vertical transport area 6 at the bottom of the continuous shaft 3 once, and then the stocked segment S and equipment K to the start shaft 2 at an appropriate timing. A continuous pit bottom conveying system for conveying is shown. This continuous pit bottom conveying system 11 is provided next to a chain conveyor 11a used exclusively for the segment S and a chain conveyor 11a used exclusively for the equipment K. The equipment storage area 11b and the overhead crane 11c are configured.
[0020]
The chain conveyor 11a plays an important role in enabling a considerable portion of the segment S that has been stocked in the above-ground equipment and equipment warehouse to be stocked at the bottom of the underground continuous shaft 3 by this, When the installation space of the segment S on the ground can be reduced and the transport distance of the segment S in the shield tunnel 1 becomes the longest (hereinafter referred to as the peak), as described later, it is continuously Moreover, by quickly supplying the segment S into the start shaft 2, it is possible to smoothly and quickly carry out the transshipment operation of the segment S in the material / lifter 32 without much time to stop, and the operation of the transport system 13 in the tunnel. It has a conveying capacity that can be made in time. The overhead crane 11c that transports the equipment K from the equipment storage 11b has the same ability.
[0021]
In FIG. 3, reference numeral 12 denotes a start vertical shaft transport system that automatically transports the segment S or the equipment K in the start vertical shaft 2 to the shield tunnel 1 well entrance, and reference numeral 13 denotes a segment within the shield tunnel 1. An in-tunnel transport system that automatically transports S or equipment K to the vicinity of the shield excavator 41 (FIG. 6) in the lateral direction is shown.
[0022]
As shown in the figure, the start vertical shaft transport system 12 exists in the start vertical shaft 2 and the continuous vertical shaft 3, and exists in the track 21 continuous in the chain conveyor 11a, and in the start vertical shaft 2, and The trajectory 22 orthogonal to the trajectory 21, the transfer trajectory 23 provided at a position where the trajectories 21 and 22 are orthogonal, and the segment S and the equipment K are temporarily placed in the middle of conveyance, and the trajectory 21 and 22 and the transfer platform 23 are rotated around the intersection X (intersection of the center line in the transport direction of the chain conveyor 11a and the center line in the transport direction of the track 31) between the track 21 and the track 22 A circular turntable 24 serving as a direction changing means for quickly changing the track and changing the direction of the equipment K to be placed (in this embodiment, the direction of the segment S is not changed), and the track 21 are The equipment K transferred from the segment S on the chain conveyor 11a or the overhead crane 11c to the transfer platform 23 is loaded with a loading platform (not shown) that can be moved in the vertical direction by a jack (not shown). The first transfer carriage 25, which is the first transfer carriage, and the segment S or the equipment K, which is traveled on the track 22 and temporarily placed on the transfer platform 23, are transported to the shield tunnel 1 wellhead, and the jack (shown) And a loading transshipment 26 as a second transport carriage on which a loading platform (not shown) that is movable in the vertical direction is mounted.
[0023]
The starter shaft transport system 12 shields the equipment S that is continuously and quickly supplied by the segment S or the overhead crane 11c that is continuously and rapidly supplied by the chain conveyor 11a, as will be described later. By supplying into the tunnel 1, it is possible to smoothly and quickly perform the transshipment of the segment S or the equipment K in the equipment lifter 32, which has almost no time to rest, and the operation speed of the transport system 13 in the tunnel can be increased. It has a transfer capability that can be made in time.
[0024]
Further, as shown in FIG. 3 and FIG. 6, the intra-tunnel transport system 13 exists in the shield tunnel 1 and has a track 31 that is continuous with the track 22, and a shield tunnel 1 wellhead that straddles the track 31. The equipment lifter 32 is provided with three support rods B that are vertically movable while supporting the segment S or the equipment K, and the erector 42 at the rear of the shield excavator 41. A segment catcher 45 that includes three holding jacks J that suspend a traveling girder 44 that is a guide member of a segment conveying device 43 that is provided subsequently and that holds and lifts the segment S, and this equipment lifter 32 To the segment catcher 45 from the transport vehicle or material / lifter 32 to the rear of the shield excavator 41. And automatic operation carriage 33 of transfer vehicle serving 3-car train that transports the equipment K, branches every appropriate intervals from the track 31, and, and a retraction wire 34 for retracting the automatic operation carriage 33.
[0025]
In the present embodiment, as shown in FIG. 4, in the present embodiment, as shown in FIG. 4, the transport distance reaches nearly 6500 m, and a total of 5 evacuation lines 34 branching a part of the track 31 into the shield tunnel 1 are provided. In addition, a charger 35 for securing electric power as the power for the automatic driving carriage 33 is attached to all the installation locations of the evacuation line 34 and the start shaft 2 for charging by using the evacuation time. It will be implemented as appropriate.
[0026]
In this case, since the number of knitting of the automatic driving carriage 33 necessary to maintain the cycle time reaches 6 knives including the segment S exclusive type and the equipment K exclusive type, the equipment lifter 32 in the peak season. And the segment catcher 45 will have little time to rest.
[0027]
Next, a transport process by the material / material transport system according to the present embodiment will be described with reference to FIGS. However, FIG. 5 is a schematic side view showing a transport process mainly performed at the wellhead of the intra-tunnel transport system, and FIG. 6 is mainly performed near a rear portion of the shield excavator 41 in the intra-tunnel transport system. FIG. 7 is an explanatory view showing a transfer process by a starting vertical shaft transport system, a continuous vertical shaft transport system, and a carry-in system.
[0028]
Here, only the case of transporting the segment S will be described, but the case of transporting the equipment K is performed in substantially the same manner.
[0029]
In this embodiment, all the systems constituting the material / material transport system, that is,
(1) In-tunnel transport system, (2) Start-up shaft transport system, (3) Continuous tunnel bottom transport system, (4) Carry-in system operates so as not to cause delay in the excavation by the shield excavator 41 .
[0030]
(1) Transport system in tunnel
This intra-tunnel transport system 13 is based on a six-unit automatic driving carriage 33 that travels on a single track, and even when it reaches its peak, as a cycle time corresponding to one segment ring, the excavation time and the segment In addition to the assembly time of S, it operates so that the waiting time of the segment S does not occur.
[0031]
First, the loading transship 26 loaded with the segment S transferred from the transfer platform 23 in the start shaft 2 to the loading platform travels on the track 22 and the track 31 continuous thereto, and the equipment in the shield tunnel 1 A line is entered into the lifter 32 (FIG. 5a).
[0032]
Then, at the position just below the front support bar B1 of the equipment lifter 32, the loading transship 26 stops traveling, and then the jack is operated to lift the loading platform (FIG. 5b).
[0033]
Then, when the support bar B is inserted below the segment S and the jack is operated again to lift the cargo bed, the segment S is supported by the support bar B and transferred from the cargo bed to the support bar B. On the other hand, the loading transship 26 that has become free will return to the start shaft 2 for a new segment S.
[0034]
Thereafter, by repeating the above operation by the loading transship 26, the segments S are also reloaded on the center support bar B2 and the rear support bar B3 (FIG. 5c).
[0035]
Then, as soon as each of the segments S is placed on the front support bar B1, the center support bar B2, and the rear support bar B3, the three-car train automatic driving carriage 33 is soon placed in the equipment lifter 32. (Front driver's trolley 33a, central driver's trolley 33b, rear driver's trolley 33c) enter.
[0036]
Then, when the front driving cart 33a is positioned directly below the front support rod B1, the central driving cart 33b is positioned directly below the central support rod B2, and the rear driving cart 33c is positioned directly below the rear support rod B3. The traveling of the carriage 33 is stopped.
[0037]
Next, the support bar B of the material / lifter 32 is lifted down, the segment S supported by the support bar B is lowered, transferred to the loading platform of the automatic driving carriage 33, and the support bar B is retracted (FIG. 5d). .
[0038]
Soon after, the automatic driving carriage 33 on which the segment S is placed starts to travel on the track 31 in the shield tunnel 1 toward the vicinity of the shield excavator 41 and reaches the installation position of the retreat line 34 on the way. Since all the driving carts 33 are retracted to the retreat line 34, the automatic driving cart 33 travels non-stop (FIG. 4). Note that the automatic operation carriage 33 that is retracted by the retreat line 34 is charged by the charger 35 as necessary.
[0039]
Then, the automatic driving carriage 33 (front driving carriage 33a, central driving carriage 33b, rear driving carriage 33c) on which the segment S is placed enters the track 31 laid in the segment catcher 45 (FIG. 6e). .
[0040]
When the front driving carriage 33a is located directly below the front gripping jack J1, the central driving carriage 33b is positioned directly below the central gripping jack J2, and the rear driving carriage 33c is positioned directly below the rear gripping jack J3. The traveling of the carriage 33 is stopped.
[0041]
Next, while the segment S placed on the loading platform of the automatic driving carriage 33 is lifted up by each of the holding jacks J provided in the segment catcher 45, the automatic driving carriage 33 immediately moves the segment S to the start shaft 2 I will return to take it (FIG. 6f). In this case, the automatic driving carriage 33 heading for the start shaft 2 travels on the track 31 while being retracted by the retreat line 34 (FIG. 4).
[0042]
Then, the segment catcher 45 is lowered while grasping the segment S by using the grasping jack J, and placed on the work floor in the shield tunnel 1 (FIG. 6g).
[0043]
Then, the segments S placed on the work floor are sequentially gripped by the segment transport device 43 and are transported by air to the erector 42 inside the shield excavator 41 with the direction changed by 90 degrees in the middle of the traveling beam 44. After that, the segment S corresponding to one ring is assembled by the erector 42 (FIG. 6h).
[0044]
(2) Start pit transport system
This start vertical shaft transport system 12 operates so as not to cause a delay even with respect to the above-described operation in the peak period of the tunnel transport system 13.
[0045]
First, the drawer transship 25 having an empty loading platform travels on the track 21 and enters the chain conveyor 11a at the bottom of the continuous vertical shaft 3, and below the segment S that is placed closest to the start vertical shaft 2 side. The drawer transshipment 25 stops traveling at the position (FIG. 7a).
[0046]
Next, by operating the jack of the drawer transshipment 25, the loading platform is lifted up, whereby the segment S placed on the chain conveyor 11a is transshipped to the loading platform of the withdrawal transshipment 25 (FIG. 7b).
[0047]
Soon after, the drawer transship 25 with the segment S placed on the loading platform travels on the track 21 toward the start shaft 2, enters the transfer platform 23 on the turntable 24, and is placed. While the segment S is lifted down and loaded onto the transfer platform 23, the drawer transship 25 with the loading platform empty immediately returns the new segment S to the drawer to the chain conveyor 11a (FIG. 7c).
[0048]
When the transfer transship 25 disappears from the transfer platform 23, the loading transship 26 having an empty loading platform travels on the track 31 in the shield tunnel 1 and the track 22 in the start shaft 2, and the transfer The loading transshipment 26 stops its travel when it enters the gantry 23 and is positioned below the segment S placed on the transfer gantry 23.
[0049]
Then, by operating the jack of the loading transship 26, the loading platform is lifted up, and the segments S placed on the transfer platform 23 are loaded onto the loading platform (FIG. 7d).
[0050]
Soon, the loading transshipment 26 with the segment S placed on the platform travels along the track 22 in the start shaft 2 and the track 31 in the shield tunnel 1 toward the shield tunnel 1, and After entering the equipment lifter 32, the placed segment S is lifted up and transferred to the equipment lifter 32.
[0051]
At this time, the drawer transshipment 25 enters the chain conveyor 11a and starts to draw a new segment S (FIG. 7d).
[0052]
Therefore, according to the start vertical shaft transport system 12, the reciprocating transport by the drawer transship 25 and the reciprocating transport by the loading transship 26 are repeated, and the segment S supplied continuously and quickly by the chain conveyor 11 a is started. 2 can be quickly transported to the transfer platform 23, so that it is possible to smoothly and quickly transfer the segment S in the material / lifter 32 with little time to rest. It can be made in time.
[0053]
(3) Continuous pit bottom transportation system
The continuous vertical shaft transport system 11 operates so as not to cause a delay even when the start vertical transport system 12 is based on the operation of the transport system 13 in the tunnel described above. That is, it operates at an appropriate timing in accordance with the operation of the in-tunnel transport system 13 and the start-up shaft transport system 12, but in the peak season, it does not cause a delay in the transshipment work of the segment S in the equipment lifter 32. In addition, it operates continuously and quickly, and is embodied by the conveyance of the chain conveyor 11a.
[0054]
First, when the segment S is pulled out by the pull-out transshipment 25 of the start vertical shaft transport system 12, a so-called empty space where the segment S is not placed is formed in a portion related to the start vertical shaft 2 side on the chain conveyor 11a. .
[0055]
As soon as this empty space is created, all of the segments S placed by the operation of the chain conveyor 11a move simultaneously in the horizontal direction (FIG. 7b), and the segment S is associated with the start shaft 2 side. When the portion is conveyed to near the end of the chain conveyor 11a on the start shaft 2 side, the chain conveyor 11a stops its operation (FIG. 7c).
[0056]
As a result, there is a so-called empty space in the portion related to the vertical conveyance region 6 on the chain conveyor 11a. However, the segment S is immediately lowered to the empty space by a loading system (described later) using the bridge crane 7. (FIG. 7c).
[0057]
In the present embodiment, since 13 segments of S can be stocked on the chain conveyor 11a, even when the continuous and rapid supply of the segment S is required as in the peak season. It is possible to respond sufficiently.
[0058]
Therefore, according to the continuous vertical shaft transport system 11, the segment S lowered to the part related to the vertical transport area 6 on the chain conveyor 11 a is moved to the part related to the start vertical shaft 2 side, thereby appropriately segmenting the segment. In addition to being able to supply S, in the heyday, continuous and quick supply of the segment S can be realized, and as a result, there is little time to pause, and the re-loading operation of the segment S in the equipment lifter 32 can be performed smoothly and smoothly. This can be done quickly and can be made sufficiently in time for the operation speed of the intra-tunnel transport system 13.
[0059]
(4) Carry-in system
First, the segment S that has been carried in by the loading vehicle A is unloaded at a predetermined location on the ground lining 4 and the segment stock cart 8 by using the bridge crane 7, The segment S is temporarily placed (FIG. 7a).
[0060]
At this time, by unloading the segment stock cart 8 as appropriate and effectively utilizing the space on the segment stock cart 8 as an unloading place, the unloading work can be performed efficiently and quickly. In addition, when the segment S is transported into the communication shaft 3, the working efficiency can be improved by using the movement of the segment stock cart 8 together.
[0061]
Next, when the bridge crane 7 travels on the track 7a, the segment S suspended by the hook 7b is transported laterally to the vertical transport region 6 (FIGS. 7b, 7d, and 2).
[0062]
Then, the bridge crane 7 conveys the segment S in the vertical conveyance area 6 in the vertical direction to the top of the chain conveyor 11a at the bottom of the continuous shaft 3, and places it in the empty space on the chain conveyor 11a (see FIG. 7c).
[0063]
As described above, according to the present embodiment, a considerable portion of the segment S and the equipment K can be stocked on the middle floor lining 5 in the continuous vertical shaft or on the chain conveyor 11a. The installation space on the ground of the equipment K can be narrowed, and the start-up shaft transport system 12, the continuous vertical shaft transport system 11, and the carry-in system that can supply the segment S continuously and quickly are used. Therefore, even when the peak period is reached, the operation of the equipment / lifter 32 in the in-tunnel transport system 13 can be made sufficiently in time, and as a result, as the cycle time corresponding to the segment 1 ring, the excavation time and the segment Other than the assembly time of S, there is no waiting time for segment S, and therefore the excavation of shield excavator 41 It is possible to avoid a situation where delay in cycle time of the shield tunnel 1 constructed based on the ability.
[0064]
【The invention's effect】
As described above, according to the equipment transport system in the shield construction according to the present invention, the carry-in system that carries the equipment to the bottom of the continuous shaft communicating with the start shaft, and the equipment that is carried in by the carry-in system at the bottom of the continuous shaft. A continuous pit bottom transport system that stocks equipment and transports the stocked equipment to the start pit at an appropriate timing, and a start pit that transports the equipment transported by the continuous pit bottom transport system to the shield tunnel well in the start pit. Because it consists of an internal transport system and a transport system in the tunnel that transports the materials and equipment transported by the starting vertical transport system in the shield tunnel to the vicinity of the shield excavator in the lateral direction, the equipment warehouse and transport equipment It is possible to reduce the installation space on the ground And, also, even if the conveyance distance of the equipment in the shield tunnel becomes considerably longer, to allow to continue to properly maintained as late cycle time of the shield tunnel construction does not occur.
[Brief description of the drawings]
FIG. 1 is a schematic vertical side view showing a shield construction to which a material / material transport system according to an embodiment of the present invention is applied.
FIG. 2 is a schematic lateral side view showing a shield construction to which the material / material transport system according to the embodiment of the present invention is applied.
FIG. 3 is a schematic plan view showing a shield construction to which the material / material transport system according to the embodiment of the present invention is applied.
FIG. 4 is an explanatory diagram showing an outline of a transport system in a tunnel according to an embodiment of the present invention.
FIG. 5 is an explanatory diagram showing a transport process by the transport system in the tunnel (wellhead side) in the embodiment of the present invention.
FIG. 6 is an explanatory diagram showing a transport process by the transport system in the tunnel (face side) in the embodiment of the present invention.
FIG. 7 is an explanatory diagram showing a transport process by a start vertical shaft transport system, a continuous vertical shaft transport system, and a carry-in system according to an embodiment of the present invention.
[Explanation of symbols]
1 ... Shield tunnel
2 ... Starting shaft
3 ... Continuous pit
4 ... Ground lining
4a ... lining girder
4b ... lining plate
5 ... Middle floor lining
5a ... post
5b ... lining girder
5c ... lining plate
6 ... Vertical transfer area
6a ... handrail
6b ... opening
6c ... opening
7 ... Bridge crane
7a ... orbit
7b ... Hook
8 ... Segment stock cart
8a ... orbit
9 ... Soundproof house
10 ... overhead crane
10a ... orbit
10b ... Horizontal beam
10c ... hook
11 ... Continuous pit bottom conveyance system
11a ... Chain conveyor
11b: Equipment storage
11c ... overhead crane
12 ... Starting underground transport system
13 ... Tunnel transport system
21 ... Orbit
22 ... Orbit
23. Transfer platform
24 ... Turntable
25 ... Withdrawal transshipment
26 ... Loading transshipment
31 ... Orbit
32 ... Equipment lifter
33 ... Automatic driving cart
34 ... evacuation line
35 ... Charger
41 ... Shield excavator
42 ... Electa
43. Segment transfer device
44 ... Running girder
45 ... Segment catcher
45a ... Gripping jack
A ... Carry-in vehicle
W ... Yamadome wall
S ... Segment
K ... Equipment
X ... Intersection
B ... Support rod
J: Holding jack

Claims (2)

A carry-in system for carrying materials and equipment to the bottom of the continuous vertical shaft that communicates with the starting vertical shaft;
A continuous pit bottom transportation system that stocks the equipment and materials carried by the loading system at the bottom of the continuous pit and conveys the stocked materials and equipment to the inside of the starting pit at an appropriate timing;
A start-up shaft transport system that transports materials and equipment transported by a continuous vertical bottom transport system to the shield tunnel wellhead in the start-up shaft,
A material transport system comprising: a transport system in the tunnel that transports the material and equipment transported by the start vertical shaft transport system in the shield tunnel in the lateral direction to the vicinity of the shield excavator;
In the case where the transport direction center line of the chain conveyor in the continuous vertical shaft transport system and the transport direction center line of the track in the tunnel transport system intersect at the intersection in the start shaft,
The start vertical shaft transport system includes a direction changing means for changing the direction by rotating a transfer platform on which the materials and equipment are placed around the intersection, and the equipment transported by the continuous vertical bottom transport system. A first transport carriage that transports and mounts to a gantry and a second transport cart that transports materials and equipment placed on the transfer rack to the shield tunnel wellhead by the first transport cart. To
Equipment transportation system for shield construction. The carry-in system includes a first lateral transfer device that transfers materials on the ground in the horizontal direction to a vertical transfer region in the continuous vertical shaft, and the vertical equipment in the continuous vertical shaft in the vertical direction. A second lateral transport device for transporting laterally to the transport area;
It consists of a vertical direction conveying device that conveys the equipment in the vertical direction to the bottom of the continuous vertical shaft in the vertical direction conveying region,
The equipment transportation system in the shield construction according to claim 1.

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