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WO2013161064A1 - Manufacturing site for precast concrete article, conveyance system for precast concrete article, and conveyance system - Google Patents

Manufacturing site for precast concrete article, conveyance system for precast concrete article, and conveyance system Download PDF

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Publication number
WO2013161064A1
WO2013161064A1 PCT/JP2012/061413 JP2012061413W WO2013161064A1 WO 2013161064 A1 WO2013161064 A1 WO 2013161064A1 JP 2012061413 W JP2012061413 W JP 2012061413W WO 2013161064 A1 WO2013161064 A1 WO 2013161064A1
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WO
WIPO (PCT)
Prior art keywords
rail
building
precast concrete
transport device
concrete
Prior art date
Application number
PCT/JP2012/061413
Other languages
French (fr)
Japanese (ja)
Inventor
光宏 玉川
耕一 辻田
勝弘 増田
Original Assignee
前田建設工業株式会社
フジミ工研株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 前田建設工業株式会社, フジミ工研株式会社 filed Critical 前田建設工業株式会社
Priority to PCT/JP2012/061413 priority Critical patent/WO2013161064A1/en
Publication of WO2013161064A1 publication Critical patent/WO2013161064A1/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B15/00General arrangement or layout of plant ; Industrial outlines or plant installations
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B13/00Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
    • B28B13/02Feeding the unshaped material to moulds or apparatus for producing shaped articles
    • B28B13/0215Feeding the moulding material in measured quantities from a container or silo
    • B28B13/026Feeding the moulding material in measured quantities from a container or silo by using a movable hopper transferring the moulding material to the moulding cavities

Definitions

  • the present invention relates to a precast concrete product manufacturing factory, a transport system, and a technology of a concrete transport system.
  • Patent Documents 1 and 2 As a technology for transporting a precast concrete product, there is a technology using a dedicated cart or a dedicated transport device (see, for example, Patent Documents 1 and 2). Moreover, there exists a technique which conveys concrete using a rail (for example, refer patent document 3, 4).
  • JP 2009-121019 A JP-A-2005-207103 JP-A-10-217951 Japanese Patent Laid-Open No. 5-79189
  • Precast concrete is manufactured in the order of, for example, loading / cutting / assembling of reinforcing bars, formwork assembly, reinforcing bar cage, embedded hardware set, concrete placing, demolding, inspection / repair, stock, and shipping.
  • labor saving, logistics cost reduction, quality assurance, and the like are required in the production of precast concrete.
  • a technique for conveying concrete using a dedicated carriage or rail for conveying a precast concrete product is known.
  • these conventional techniques are only intended to improve conveyance, and are not intended to improve the flow efficiency of the entire production of precast concrete products.
  • an object of the present invention is to provide a technique for improving the efficiency of the flow of the entire production of a precast concrete product.
  • the present invention is provided in a building, and includes a linear work yard that performs at least one of rebar assembly, formwork assembly, concrete placing, and demolding, and the outdoor building.
  • a straight stock yard that stocks the precast concrete product manufactured in the work yard, and the work yard and the central portion of the stock yard are vertically cut and manufactured in the work yard.
  • a transport path for transporting the precast concrete product, and the work yard includes a crane in the building that suspends at least one of the reinforcing bar, the formwork, and the concrete, and a crane in the building.
  • a crane rail in a traveling building, and the stockyard is an outdoor building that suspends the precast concrete product.
  • the work yard and the stock yard are formed in a straight line, and these are arranged in parallel so that the factory site can be used effectively.
  • a transport path for transporting precast concrete products manufactured in the work yard is provided so as to traverse the center of the work yard and stock yard.
  • the precast concrete product manufactured in the work yard is efficiently stored in the stock yard. Can be conveyed.
  • the fact that the conveyance path cuts through the center of the work yard and the stock yard means that the work yard, the stock yard, and the conveyance path intersect at almost right angles.
  • rails are laid in each of the work yard, the stock yard, and the conveyance path, and a crane and a conveyance device travel on this rail.
  • the top of the crane rail in the building and the top of the crane rail outside the building is lower than the top of the rail of the conveyor
  • the rail of the transfer device is for passing the rail of the crane inside the building and the rail of the crane outside the building.
  • the conveyor has a plurality of wheels in a direction in which the rail of the conveyor extends, and when traveling along the intersection, a predetermined number of wheels out of the plurality of wheels are You may make it contact
  • the rails of the crane inside the building, the rails of the crane outside the building, and the rails of the transfer device can be crossed. Therefore, the conveying apparatus can freely cut the work yard and the stock yard vertically. Moreover, the crane inside a building and the crane outside a building can cross a conveyance path freely.
  • the wheel located in the notch among the plurality of wheels does not contact the rail of the transport device, so that it floats in the air. Therefore, in the present invention, the number of the plurality of wheels and the predetermined number of wheels are designed so that the precast concrete product can be supported by wheels other than the wheels floating in the air.
  • the plurality of wheels are arranged at equal intervals in a direction in which the rails of the conveying device extend, and the intervals between the plurality of wheels are conveyed by the conveying device.
  • the transport device Based on the weight of the precast concrete product to be performed, the number of the cutout portions, the interval between the cutout portions, and the length of the cutout portions, the transport device is designed to support the precast concrete product when traveling the intersection. May be.
  • the load on the wheels is evenly distributed when the transport device places precast concrete products. And by designing the distance between the wheels based on the weight of the precast concrete product and the length of the notch, the precast concrete product on which the transport device is placed is sufficiently supported when the transport device travels the intersection. be able to.
  • the precast concrete product manufacturing plant according to the present invention is provided adjacent to the work yard, and temporarily places a material for manufacturing the precast concrete product, and processes the material in a straight line. It is good also as a structure further provided with a place and temporary storage place. Work efficiency can be further improved by providing a processing place and temporary storage place adjacent to the work yard.
  • the work yard includes a carriage that transports at least one of the reinforcing bar, the formwork, and the concrete, and a rail of the carriage on which the carriage travels. It is good also as a structure which further has.
  • the top end of the carriage rail may be lower than the top end of the rail of the transport device.
  • the rail of the transport device can further be provided with a notch for passing the rail of the carriage.
  • the precast concrete product manufacturing plant includes a batcher plant that manufactures concrete, a concrete transport cart that transports the concrete manufactured in the batcher plant, and the concrete transport cart.
  • An elevated rail that travels and is laid at a position higher than the ground surface of the precast concrete product manufacturing plant, and the concrete that is movable below the elevated rail and that is conveyed by the concrete carriage is constructed in the building.
  • the transporting carriage is a plurality of transporting carts that contain concrete transported by the concrete transporting carriage.
  • a carriage with a bucket which has a plurality of carriages with buckets that are movable independently of each other, and a base carriage that is movable by placing the plurality of carriages with buckets, and moves into the building.
  • the rail of the bogie is a rail of the base bogie on which the base bogie travels, and an adjustment rail for adjusting the position of a bucket that is a destination of the concrete transported by the bogie for concrete transport,
  • the concrete (fresh concrete) manufactured in the batcher plant can be efficiently transported into the building.
  • the present invention by providing a plurality of carts with buckets, more concrete can be conveyed at a time.
  • the cart with a bucket can be loaded with a bucket, and the bucket and the cart can be separated.
  • the transport destination of the carriage with buckets can be distinguished.
  • bogie with a bucket used as the accommodation place of concrete can be adjusted by providing the rail for adjustment.
  • the concrete can be accommodated in any bucket carriage.
  • the base trolley is moved, and the concrete is accommodated in the next arbitrary trolley with a bucket.
  • the cart with the bucket accommodates concrete the cart with the bucket to be moved is first moved into the building by matching the position of the cart with the bucket to be moved with the base end of the rail of the cart with the bucket Can do. After that, by aligning the position of the carriage with the bucket to be moved next with the rail for the carriage with the bucket at the base end, the carriage with the bucket to be moved next can be moved into the building.
  • the rail of the carriage with a bucket may be laid separately from a rail going from the building outside to the building inside and a return rail from the building inside to the building outside. Thereby, the cart with a bucket can be moved more smoothly.
  • this invention can also be specified as a concrete conveyance system containing the trolley
  • the concrete transport system may include a concrete transport cart and an elevated rail.
  • the present invention can also be specified as a transport system for precast concrete products. That is, the present invention includes a transport device that transports precast concrete, and a rail of the transport device on which the transport device travels, and the rail of the transport device intersects with another rail, and the top of the other rail. The end is lower than the top end of the rail of the transfer device, and at the intersection of the other rail and the rail of the transfer device, the rail of the transfer device has a notch for passing the other rail.
  • the transport device has a plurality of wheels in a direction in which a rail of the transport device extends, and when traveling the intersection, a predetermined number of wheels of the plurality of wheels are It is a transport system for precast concrete products in contact with rails.
  • the plurality of wheels are arranged at equal intervals in a direction in which the rail of the transfer device extends, and the interval between the plurality of wheels is the weight of the precast concrete conveyed by the transfer device and the number of the notches.
  • the present invention can also be specified as a transport system. That is, the precast concrete product conveyance system described above can also be specified as a technique for conveying articles other than the precast concrete product.
  • the present invention includes a transport device that transports a predetermined article, and a rail of the transport device on which the transport device travels.
  • the rail of the transport device intersects with another rail, and the rail of the other rail
  • the top end is lower than the top end of the rail of the transfer device, and at the intersection of the other rail and the rail of the transfer device, the rail of the transfer device passes through the other rail.
  • the transport device has a plurality of wheels in a direction in which a rail of the transport device extends, and when traveling on the intersection, a predetermined number of wheels among the plurality of wheels are the transport device. This is a transport system that contacts the rails of
  • the plurality of wheels are arranged at equal intervals in a direction in which the rail of the transport device extends, and the interval between the plurality of wheels is determined by the weight of a predetermined article transported by the transport device and the number of the notches. Based on the distance between the cutout portions and the length of the cutout portions, it may be designed so that a predetermined article can be supported when the transport device travels the crossing portion.
  • the top view of the manufacturing factory of the precast concrete product concerning an embodiment is shown. Sectional drawing of the building of the manufacturing plant of the precast concrete product which concerns on embodiment is shown. The enlarged plan view of the work yard concerning an embodiment is shown. The top view of the laying condition of the rail of the manufacturing plant of the precast concrete product which concerns on embodiment is shown. The side view of the conveying apparatus which concerns on embodiment is shown. The top view of the conveyance device concerning an embodiment is shown. The rear view of the conveying apparatus which concerns on embodiment is shown. The perspective view of a mode that the conveying apparatus which concerns on embodiment cuts a work yard vertically is shown. The top view of the intersection of a work yard and a conveyance way concerning an embodiment is shown.
  • intersection part of a work yard and a conveyance path based on embodiment is shown.
  • a mode that a conveyance device concerning an embodiment cuts a work yard vertically is shown in steps.
  • the enlarged plan view near the concrete conveyance system concerning an embodiment is shown.
  • the schematic block diagram of the concrete conveyance system which concerns on embodiment is shown.
  • the manufacturing process of the precast concrete product which concerns on embodiment is shown.
  • the import destinations such as a reinforcing bar, are shown.
  • the flow of a precast concrete product is shown.
  • FIG. 1 is a plan view of a precast concrete product manufacturing plant according to an embodiment (hereinafter, a precast concrete product is also referred to as a PC concrete product, and a precast concrete product manufacturing plant is also simply referred to as a manufacturing plant).
  • a main passage 2 is provided so as to cross the center.
  • One end (lower side) of the main passage 2 is provided with a main entrance / exit of a transport vehicle that transports the PC concrete product manufactured in the manufacturing factory 1, and the other end (upper side) of the main passage 2 is provided with a transport vehicle. Sub entrances are provided.
  • the manufacturing factory 1 includes a first factory 1A in the left area and a second factory 1B in the right area, with the main passage 2 as a boundary.
  • the first factory 1A and the second factory 1B are each provided with a work yard 3, a stock yard S, a conveyance path 4, and the like.
  • the functions of the first factory 1A and the second factory 1B are basically the same.
  • the first factory 1A will be mainly described.
  • the PC concrete product manufactured at the manufacturing factory 1 is exemplified by columns, beams, floors, outer walls, balconies, and internal stairs.
  • the work yard 3 is linearly provided in the vicinity of the center of the first factory 1A so as to cross the first factory 1A. As shown in FIG. 2, the work yard 3 is provided in the building, and the work yard 3 performs at least one of the following operations: rebar assembly, formwork assembly, concrete placement, and demolding. Can do. Reinforcement assembly includes rebar cutting and rebar processing. At both ends in the longitudinal direction of the work yard 3, a reinforcing bar processing field R is provided as a region for particularly processing the reinforcing bars. Further, in the work yard 3, in addition to the above, a reinforcing bar can be set. In other words, the work yard 3 can perform all of the work necessary for manufacturing the PC concrete product. The inspection and repair of the PC concrete product can be performed in the inspection / repair yard I described later, but the PC yard product may be inspected and repaired in the work yard 3.
  • the work yard 3 is composed of 8 lines as shown in FIG. 3 (indicated by circled numbers 1 to 8 in FIG. 3).
  • the manufacturing factory 1 employs a cell profit method, and the work yard is divided into eight lines.
  • the cell profit method is a method in which a manufacturing process is completed by a small number of workers (multi-skilled workers) team.
  • a multi-skilled worker is an operator who performs a plurality of types of work by one person.
  • the work yard 3 is divided into two parts in the longitudinal direction and divided into four parts in the width direction, so that the total number is divided into eight parts.
  • the work yard 3 is further provided with a carriage 6, and a carriage rail 7 on which the carriage 6 travels is laid.
  • the work yard 3 is provided with a portal crane 8 in the building, and a rail 9 of the portal crane in the building is laid.
  • the cart 6 is movable between lines adjacent to each other in the longitudinal direction of the work yard 3 in the work yard 3, and conveys reinforcing bars, formwork, concrete, and the like.
  • the carts 6 of the lines (1) and (2) are movable in the range of the lines (1) and (2) (see FIG. 3).
  • a carriage rail 7 for running the carriage 6 is laid along the longitudinal direction of the work yard 3 at the center of the lines (1) and (2).
  • the gate-type crane 8 in the building has a wider movement range than the carriage 6 and can move between the adjacent lines in the longitudinal direction of the work yard 3 across the transport path 4 in the work yard 3.
  • the portal crane 8 in the building can hang reinforcing bars, formwork, concrete and the like.
  • the portal crane 8 in the building of the lines (1), (2), (5), (6) is movable within the range of the lines (1), (2), (5), (6). Yes (see FIG. 3).
  • Rails 9 of the gate crane in the building for running the gate crane 8 in the building are in the longitudinal direction of the building at both ends in the width direction of lines (1), (2), (5), (6). Is laid along.
  • the rail 7 of the carriage may also cross the conveyance path 4 in the same manner as the rail 9 of the portal crane in the building.
  • the processing place / temporary storage place M is linearly provided along the work yard 3 on both sides in the width direction of the work yard 3.
  • the material of the PC concrete product is temporarily placed and the material is processed.
  • Materials include reinforcing bars, formwork, embedded hardware, wire numbers, spacers, and the like.
  • the processing place / temporary storage place M is provided in the building. Note that the roof of the processing and temporary storage area M is lower than the roof of the work yard 3.
  • the stock yard S is provided in a straight line parallel to the work yard 3 outside the building, and is manufactured in the work yard 3 and inspected PC concrete products are stocked until shipment.
  • the stock yards S are provided in two rows above the work yard 3 and in three rows below the work yard 3.
  • three rows of stock yards S are provided below the work yard 3, but in the second factory 1B, Two stock yards S are provided below the work yard 3.
  • the length of the stock yard S located at the lowermost side of the first factory 1A is approximately half of the length of the other stock yards S because of the site.
  • the stock yard S is provided with a gate-type crane 22 outside the building, and a rail 23 of the gate-type crane outside the building is laid.
  • the portal crane 22 outside the building can traverse the conveyance path 4 in the same manner as the portal crane 8 inside the building.
  • the portal crane 22 outside the building can suspend PC concrete products.
  • Rails 23 of the outdoor gate crane for running the outdoor gate crane 22 are laid along the longitudinal direction of each row of the stockyard.
  • the conveyance path 4 is provided so as to cut through the center of the work yard 3 and the stock yard S.
  • the conveyance path 4 is provided in the center part of the work yard 3 and the stock yard S so as to be orthogonal thereto.
  • a conveyance device 10 and a rail 11 of the conveyance device are provided in the conveyance path 4.
  • the conveyance device 10 can freely cut the work yard 3 and the stock yard S, and can convey the PC concrete product manufactured in the work yard 3 to the stock yard S.
  • the rail 11 of the transport device is laid along the longitudinal direction of the transport path 4. The details of the transfer device 10 will be described later.
  • the inspection / repair yard I is provided at the intersection of the stock yard S and the conveyance path 4.
  • the PC concrete product manufactured in the work yard 3 is inspected.
  • the PC concrete product that is determined to be repaired in the inspection is repaired.
  • the aggregate receiving port A is provided adjacent to the work yard 3 of the first factory 1A and on the main passage 2 side.
  • various aggregates constituting the PC concrete carried in via the main passage 2 are classified for each type and temporarily placed. Examples of the various aggregates include fine aggregates and coarse aggregates.
  • the aggregate receiving port A is shared by the first factory 1A and the second factory 1B, but an aggregate receiving port may be installed in each of the first factory 1A and the second factory 1B. .
  • the batcher plant F is provided in the vicinity of the aggregate receiving port A and on the upper side of the work yard 3. Further, in the vicinity of the batcher plant F, there are a plurality of tanks for storing water and admixtures, a cement silo, a boiler B for generating steam for steam curing, a compressor K used for batcher plant facilities, and the like. Facilities are provided. Batcher plant F mixes the aggregate transported from the aggregate receiving port A via the belt conveyor with water, admixture and cement transported from the tank or cement silo, and puts the concrete (fresh concrete). To manufacture.
  • Remaining waste treatment plant As shown in FIG. 1, the remaining-con processing plant C is provided at the end of the stock yard S located on the uppermost side in the drawing, and concrete or the like to be discarded is temporarily placed.
  • Wastewater treatment plant W is provided at an end of the stock yard S adjacent to the upper side of the work yard 3 on the drawing, and processes waste water discharged from the manufacturing factory 1.
  • the central control room X is provided near the center of the manufacturing plant 1 and performs quality control, shipment management, etc. of PC concrete. Specifically, the central control room X is provided with a batcher operation room for controlling the batcher plant F, a fresh concrete test room, a concrete compressive strength test room, and a trial kneading room.
  • a computer and a control panel including a CPU (Central Processing Unit), a memory, an operation unit, and a display unit are provided, and mix management of the concrete manufactured in the Batcher Plant F is performed.
  • the batcher operation room it is also possible to manage aggregates conveyed from the aggregate receiving port A to the batcher plant F.
  • the conveyance management of the concrete conveyance system mentioned later is also possible.
  • a curing water tank for a specimen for compressive strength management is provided, and concrete is cured.
  • various testing machines are provided to perform a compressive strength test of concrete.
  • the concrete compressive strength test room is provided with a steam curing room and a constant temperature and humidity room, and is capable of curing concrete under steam curing and constant temperature and humidity.
  • a mixer for trial kneading is provided, and concrete trial kneading is performed.
  • the PC concrete conveyance system includes a conveyance device 10 and rails 11 of the conveyance device, and conveys the PC concrete product manufactured in the work yard 3 to the stock yard S.
  • FIG. 4 shows the top view of the laying condition of the rail of the manufacturing factory of the precast concrete product which concerns on embodiment.
  • FIG. 5 is a side view of the transport device according to the embodiment.
  • FIG. 6 is a top view of the transport device according to the embodiment.
  • FIG. 7 is a rear view of the transport device according to the embodiment.
  • FIG. 8 is a perspective view of a state in which the transport device according to the embodiment cuts the work yard vertically.
  • FIG. 9 is a plan view of the intersection between the work yard and the conveyance path according to the embodiment.
  • FIG. 10 is a cross-sectional view of the intersection between the work yard and the conveyance path according to the embodiment.
  • FIG. 11 shows the state in which the transport device according to the embodiment traverses the work yard step by step.
  • FIG. 12 is an enlarged plan view of the vicinity of the concrete conveyance system according to the embodiment.
  • the conveyance device 10 according to the embodiment mainly includes a pedestal 101, wheels 102, a motor 103, a storage battery 104, a speed reducer 105, an operation panel 106, and a bumper 107.
  • the pedestal 101 has a rectangular shape in plan view, on which the PC concrete product manufactured in the work yard 3 is placed.
  • the dimensions of the base 101 can be appropriately designed according to the PC concrete product to be placed.
  • a plurality of wheels 102 are provided below the pedestal 101 and rotate along the rails 11 of the transfer device.
  • six pairs of left and right wheels 102 (hereinafter simply referred to as wheels) are provided at equal intervals in the longitudinal direction of the work yard 3.
  • the total number of wheels 102 and the distance between the wheels 102 are designed based on the weight of the PC concrete product placed on the pedestal 101, the distance between the notches 12 of the rail 11 of the conveying device, and the length of the notches 12.
  • the notch 12 is a part of the rail 11 of the transport device that is notched so that the rail 8 of the portal crane inside the building or the rail 23 of the portal crane outside the building is passed.
  • a notch 12 is provided in the rail 11 of the conveyance device laid on the conveyance path 4.
  • the length of the notch 12 corresponds to the width of the groove 13 for laying the rail 9 of the portal crane in the building (see particularly FIGS. 5 and 8).
  • the top end of the rail 9 of the portal crane in the building is lower than the top end of the rail 11 of the transport device. Therefore, when the transport device 10 passes through the intersection of the work yard 3 and the transport path 4, the wheel 102 located in the notch 12 out of the six wheels 102 does not contact the rail 11 of the transport device. , Floats in the air.
  • the structure of the intersection between the stock yard S and the conveyance path 4 is the same.
  • the conveyance device 10 when the conveyance device 10 according to the embodiment cuts the work yard 3 vertically, the four or more wheels 102 out of the six wheels 102 are always in contact with the rail 11 of the conveyance device.
  • the total number of 102 and the distance between the wheels 102 are designed. Thereby, even when the two wheels 102 are positioned on the notch 12 and are floating in the air, the weight of the PC concrete placed on the pedestal 101 can be distributed to the four wheels 102.
  • the transport device 10 traverses the stockyard S.
  • the motor 103 is stored in front of the carriage 6 and drives the wheels 102 via a speed reducer 105 including a gear, a drive belt, and the like.
  • the motor 103 has an electromagnetic brake.
  • the storage battery 104 is stored behind the pedestal 101 and supplies power to the motor 103.
  • the operation panel 106 is provided at the rearmost part of the pedestal 101, receives an operator instruction, and controls the traveling state of the transport device 10.
  • the bumper 107 is provided in the foremost part and the rearmost part of the transport apparatus 10 and absorbs an impact when it comes into contact with an obstacle.
  • the transport device 10 is provided on both front sides of the pedestal 101, provided with an emergency stop button 108 for emergency stop of the transport device 10, and near the center of the pedestal 101.
  • a melody horn (not shown) that outputs a sound indicating the running state of the vehicle, and a rotating lamp 109 that is provided on the frame of the deck on which the operation panel 106 is installed, and that informs that it is running when the transport device 10 is running. Is provided.
  • the concrete transport system includes a concrete transport carriage 14, an elevated rail 15, a transport carriage 16 that moves into a building, an adjustment rail 17, and a carriage with a bucket.
  • the concrete (fresh concrete) including the rail 18 and manufactured by the batcher plant F is conveyed into the building.
  • FIG. 13 shows the schematic block diagram of the concrete conveyance system which concerns on embodiment.
  • Concrete carriage 14 runs on elevated rail 15 and conveys the concrete manufactured in Batcher Plant F to the vicinity of the building.
  • the elevated rail 15 is laid at a position higher than the ground surface of the manufacturing factory 1 from the batcher plant F to the vicinity of the building.
  • the transporting carriage 16 that moves into the building is movable below the elevated rail 15 and transports the concrete transported by the concrete transporting carriage 14 into the building.
  • the carriage 16 that moves into the building is placed in the longitudinal direction of the building by placing three carriages 19 with buckets 19 that contain the concrete conveyed by the carriage 14 for concrete conveyance and three carriages 19 with buckets.
  • a movable base carriage 20 is provided.
  • the three carriages 19 with buckets are independent from each other and are movable in a direction orthogonal to the longitudinal direction of the building.
  • the three bucket-equipped carts 19 are arranged along the longitudinal direction of the building and travel on the adjustment rail 17.
  • the adjustment rail 17 is laid parallel to the longitudinal direction of the building. Therefore, it is possible to adjust the position of the carriage 19 with a bucket that is a concrete accommodation destination. That is, the base carriage 20 on which the three carriages 19 with buckets are placed is moved below the carriage 14 for transporting concrete, and the concrete is dropped, whereby concrete can be accommodated in the carriages 19 with buckets. . When the first cart 19 with a bucket is full, the base cart 20 can be moved to accommodate the concrete in the next arbitrary cart 19 with a bucket.
  • the length of the adjustment rail 17 is only required to be able to adjust the position of the carriage 19 with a bucket, and may be about twice that of the base carriage 20.
  • the rail 18 of the carriage with the bucket extends from the adjustment rail 17 into the building and is laid so as to cut the work yard 3 vertically. Therefore, the carriage-equipped bucket 19 accommodating the concrete can be moved to the work yard 3 in the building.
  • the rail 18 of the carriage with the bucket is laid separately from a going-out rail 18 a from the building to the building and a return rail 18 b from the building to the building. Thereby, the cart 19 with a bucket can be moved more smoothly.
  • the going rail 18a and the return rail 18b may be connected by a U-shaped rail. Thereby, the cart 19 with a bucket can be circulated.
  • the rail 17 for adjustment is laid so that the top end thereof is lower than the top end of the rail 18 of the carriage with bucket.
  • the adjustment rail 17 is laid so that the top surface of the base carriage 20 is substantially the same height as the top end of the rail 18 of the bucket carriage.
  • the base carriage 20 is provided with three pairs (six) of rails 21 having the same width as the rails 18 of the carriage with buckets in the same direction as the rails 18 of the carriage with buckets.
  • the intersection of the rail 18 of the carriage with the bucket, the rail 9 of the portal crane in the building laid in the work yard 3 and the rail 7 of the carriage is the rail 11 of the transfer device described above and the building. It can be configured in the same manner as the intersection with the portal crane 8.
  • the rail 18 of the carriage with the bucket is provided with a notch for passing the rail 9 of the portal crane in the building laid in the work yard 3 and the rail 7 of the carriage,
  • a plurality of wheels and wheels of the carriage 6 can be provided so as to withstand the load when passing through the intersection.
  • a notch portion for passing the rail 18 of the carriage with the bucket is provided in the rail 9 of the portal crane and the rail 7 of the carriage installed in the work yard 3, and the wheels of the carriage 19 with the bucket are crossed.
  • a plurality can be provided to withstand the load when passing through the section.
  • FIG. 14 shows a manufacturing process of the PC concrete product according to the embodiment.
  • a production drawing of the PC concrete product to be manufactured is created and approved by the customer.
  • reinforcing bars, mesh bars, advanced parts (formwork, metal fittings, etc.), concrete materials (aggregates, cement, admixtures, etc.) are carried in and inspected. If the inspection is passed, the rebar will be processed.
  • FIG. 15 is a plan view of the PC concrete product manufacturing plant according to the embodiment, and shows the destinations of the reinforcing bars and the like.
  • the reinforcing bars are mainly carried into the reinforcing bar processing field R, and after being processed at the reinforcing bar processing field R, the reinforcing bars are moved to the work yard 3.
  • the portal crane 8 and the carriage 6 in the building are appropriately used. Concrete is carried into the work yard 3 from the batcher plant F by a concrete transport system. Concrete can be carried into the work yard located away from the batcher plant F after being loaded into the work yard 3 by the concrete transport system, transferred to the cart 6 by the portal crane 8 in the building, and carried out by the cart 6. it can. Advance parts such as molds and metal fittings are temporarily placed in a processing place / temporary place M adjacent to the work yard 3.
  • a production plan is further created, and then a formwork is created.
  • the formwork can be created outside the manufacturing factory, and when the formwork created outside is carried in, an acceptance inspection is performed.
  • an acceptance inspection is performed.
  • the created formwork is carried into the work yard 3, formwork cleaning is performed, and then the formwork is assembled.
  • a formwork inspection is performed. If the form inspection is passed, the leading parts are set. Next, a release agent is applied to the surface of the formwork, and mesh lines are set. When mesh bars are set, inspections for reinforcing bars and formwork are performed.
  • concrete materials after acceptance inspection, further material inspection is performed, and concrete is manufactured at Batcher Plant F based on the formulation according to the design.
  • the manufactured concrete is subjected to a concrete inspection, and if the inspection passes, a specimen is collected. Subsequently, concrete is poured into the formwork that has undergone the pre-inspection, and the concrete is driven in.
  • the surface of the poured concrete is finished, and then steam curing is performed. Ordinary curing may be performed instead of steam curing.
  • a demolding strength test is performed, and when the test is passed, demolding is performed.
  • FIG. 16 shows a flow of the PC concrete product in the plan view of the PC concrete product manufacturing factory according to the embodiment.
  • the demolded PC concrete product is transported to the transport path 4 using the portal crane 8 and the carriage 6 in the building, and placed on the base 101 of the transport apparatus 10 waiting on the transport path 4. Is done.
  • the moving distance of the portal crane 22 outside a building can be minimized.
  • the PC concrete product is transported to the inspection / repair yard I, where marking is performed to give an identification number, and then product inspection is performed.
  • the PC concrete product that has passed the inspection is transported to the stock yard S using the portal crane 22 outside the building. If the product inspection is not passed, the repair is performed. When the product inspection is finally passed, the PC concrete product that has passed the inspection is transported to the stock yard S using the portal crane 22 outside the building.
  • the PC concrete products stocked in the stockyard S are then subjected to a final inspection prior to shipment, and are loaded onto the transport vehicle using the portal crane 22 outside the building or the crane of the transport vehicle and shipped (transported). .
  • the work yard 3 and the stock yard S are linear, and these are arranged in parallel, so that the site of the PC concrete manufacturing factory 1 can be used effectively.
  • the conveyance path 4 is provided so that the center part of the work yard 3 and the stock yard S may be cut, and the PC concrete product manufactured by the work yard 3 can be efficiently conveyed to the stock yard S.
  • the longitudinal position As the central portion, the PC concrete product can be conveyed to the stock yard S more efficiently than in the case where the longitudinal portion is the end.
  • rails are attached to the work yard 3, the stock yard S, and the conveyance path 4, and the gate crane and the conveyance device 10 travel on the rails. By transporting materials and PC concrete products using rails, the transport route can be fixed, and work efficiency and safety can be improved.
  • a work place / temporary storage place M is provided adjacent to the work yard 3, and work efficiency can be further improved.
  • the rail 9 of the portal crane inside the building, the rail 23 of the portal crane outside the building, and the rail 11 of the conveyor cross, and the conveyor is the work yard 3 and the stock yard. S can be cut freely.
  • the portal crane 8 inside the building and the portal crane 22 outside the building can freely traverse the conveyance path 4. Therefore, work efficiency can be improved.
  • the number of wheels 102 of the transfer device 10 (6 in this embodiment), the number of wheels 102 always in contact with the rail (4 in this embodiment), and the distance between the wheels 102 are the PCs that the transfer device 10 conveys.
  • the conveying device 10 Based on the weight of the concrete product, the number of the notches 12, the interval between the notches 12, and the length of the notches 12, it is designed to support the PC concrete when the transport device 10 travels the intersection. Therefore, when the conveying device 10 passes through the intersection, even if the wheel 102 located in the notch 12 among the plurality of wheels 102 floats in the air, the conveying device 10 can use the PC concrete product without any problem. Can be transported.
  • the concrete (fresh concrete) manufactured by the batcher plant F can be efficiently conveyed in a building.
  • more concrete can be conveyed at a time by providing the three carts 19 with buckets.
  • the conveyance destination of a cart with a bucket can be distinguished.
  • the adjustment rail 17 the position of the cart 6 with a bucket as a concrete accommodation destination can be adjusted. That is, the base carriage 20 on which the three carriages 19 with buckets are placed is moved below the concrete carriage 14 to drop the concrete, whereby concrete can be accommodated in the arbitrary carriages 19 with buckets. .
  • the base cart 20 When the first cart 19 with a bucket is full, the base cart 20 is moved, and concrete is accommodated in the next arbitrary cart 19 with a bucket. And if the trolley 19 with a bucket accommodates concrete, the position of the trolley 19 with a bucket used as a movement object will be matched with the rail 18 of the trolley with a bucket, and the trolley 19 with a bucket used as a movement object will be moved to a building first. be able to. Thereafter, the position of the carriage 19 with a bucket to be moved next is matched with the rail 18 of the carriage with a bucket, whereby the carriage 19 with a bucket to be moved next can be moved into the building.
  • the quality of concrete (fresh concrete) can be improved by reducing the concrete supply distance.
  • the central control room X can centrally perform quality control and shipment management of PC concrete products, thereby realizing prompt feedback on the quality of PC concrete products and reduction of workers.
  • the PC concrete product manufacturing plant the precast concrete transport system, and the transport system according to the present invention are not limited to these, and can include combinations thereof as much as possible. .

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Abstract

The present invention is provided with: linear working yards which are provided inside a building, and in which at least one type of work from among rebar assembly, formwork assembly, concrete placing, and form removal is performed; linear stacking yards which are provided outside the building and parallel to the working yards, and in which precast concrete articles manufactured in the working yards are stacked; and conveyance channels which intersect central sections of the working yards and stacking yards, and through which the manufactured precast concrete articles are conveyed. The working yards are provided with: cranes provided inside the building which hoist rebars, formworks, and/or concrete; and rails along which the cranes travel. The stacking yards are provided with: cranes provided outside the building which hoist the precast concrete articles; and rails along which the cranes travel. The conveyance channels are provided with: conveyance devices for conveying the precast concrete articles; and rails along which the conveyance devices travel.

Description

プレキャストコンクリート製品の製造工場、プレキャストコンクリート製品の搬送システム、及び搬送システムPrecast concrete product manufacturing plant, precast concrete product transfer system, and transfer system
 本発明は、プレキャストコンクリート製品の製造工場、及び搬送システム、及びコンクリートの搬送システムの技術に関する。 The present invention relates to a precast concrete product manufacturing factory, a transport system, and a technology of a concrete transport system.
 プレキャストコンクリート製品を搬送する技術として、専用の台車や専用の搬送装置を用いた技術がある(例えば、特許文献1、2を参照)。また、レールを利用してコンクリートを搬送する技術がある(例えば、特許文献3、4参照)。 As a technology for transporting a precast concrete product, there is a technology using a dedicated cart or a dedicated transport device (see, for example, Patent Documents 1 and 2). Moreover, there exists a technique which conveys concrete using a rail (for example, refer patent document 3, 4).
特開2009-121019号公報JP 2009-121019 A 特開2005-207103号公報JP-A-2005-207103 特開平10-217951号公報JP-A-10-217951 特開平5-79189号公報Japanese Patent Laid-Open No. 5-79189
 プレキャストコンクリートの製造は、例えば、鉄筋の搬入・切断・組立、型枠組立、鉄筋かご、埋込金物セット、コンクリート打込み、脱型、検査・補修、ストック、出荷の順序で行われる。ここで、プレキャストコンクリートの製造では、省力化、物流コスト低減、品質確保などが求められる。従来技術として、プレキャストコンクリート製品を搬送する専用の台車やレールを利用してコンクリートを搬送する技術が知られている。しかしながら、これらの従来技術は、搬送の改善を図るものにすぎず、プレキャストコンクリート製品の製造全体のフローの効率化を意図した技術ではない。 Precast concrete is manufactured in the order of, for example, loading / cutting / assembling of reinforcing bars, formwork assembly, reinforcing bar cage, embedded hardware set, concrete placing, demolding, inspection / repair, stock, and shipping. Here, in the production of precast concrete, labor saving, logistics cost reduction, quality assurance, and the like are required. As a conventional technique, a technique for conveying concrete using a dedicated carriage or rail for conveying a precast concrete product is known. However, these conventional techniques are only intended to improve conveyance, and are not intended to improve the flow efficiency of the entire production of precast concrete products.
 本発明は、上記の問題に鑑み、プレキャストコンクリート製品の製造全体のフローの効率化を図る技術を提供することを課題とする。 In view of the above problems, an object of the present invention is to provide a technique for improving the efficiency of the flow of the entire production of a precast concrete product.
 本発明では、上記課題を解決するため、資材や製品の搬送をレールと台車を利用して搬送し、レールの設置位置とプレキャストコンクリート製品の製造工場のレイアウトを工夫することとした。 In the present invention, in order to solve the above problems, materials and products are conveyed using rails and carts, and the installation position of the rails and the layout of the precast concrete product manufacturing factory are devised.
 詳細には、本発明は、建屋内に設けられ、鉄筋の組立、型枠の組立、コンクリートの打込み、脱型のうち、少なくとも何れか一つの作業を行う直線状の作業ヤードと、前記建屋外に前記作業ヤードと平行して設けられ、当該作業ヤードで製造されたプレキャストコンクリート製品をストックする直線状のストックヤードと、前記作業ヤード及び前記ストックヤードの中央部を縦断し、前記作業ヤードで製造されたプレキャストコンクリート製品を搬送する搬送路とを備え、前記作業ヤードは、前記鉄筋、前記型枠、前記コンクリートのうち、少なくとも何れか一つを吊る建屋内のクレーンと、当該建屋内のクレーンが走行する建屋内のクレーンのレールとを有し、前記ストックヤードは、前記プレキャストコンクリート製品を吊る建屋外のクレーンと、当該建屋外のクレーンが走行する建屋外のクレーンのレールとを有し、前記搬送路は、前記プレキャストコンクリート製品を搬送する搬送装置と、前記搬送装置が走行する搬送装置のレールとを有する、プレキャストコンクリート製品の製造工場である。 Specifically, the present invention is provided in a building, and includes a linear work yard that performs at least one of rebar assembly, formwork assembly, concrete placing, and demolding, and the outdoor building. A straight stock yard that stocks the precast concrete product manufactured in the work yard, and the work yard and the central portion of the stock yard are vertically cut and manufactured in the work yard. A transport path for transporting the precast concrete product, and the work yard includes a crane in the building that suspends at least one of the reinforcing bar, the formwork, and the concrete, and a crane in the building. A crane rail in a traveling building, and the stockyard is an outdoor building that suspends the precast concrete product. A lane and a rail of a crane outside the building on which the crane outside the building travels, and the transport path includes a transport device that transports the precast concrete product, and a rail of the transport device on which the transport device travels. It is a manufacturing plant for precast concrete products.
 本発明に係るプレキャストコンクリート製品の製造工場では、作業ヤード及びストックヤードを直線状とし、これらを平行に配置することで、工場の敷地を有効に活用することができる。また、作業ヤード及びストックヤードの中央部を縦断するように、作業ヤードで製造されたプレキャストコンクリート製品を搬送する搬送路が設けられており、作業ヤードで製造されたプレキャストコンクリート製品を効率よくストックヤードに搬送することができる。作業ヤードとストックヤードの中央部を搬送路が縦断するとは、作業ヤードとストックヤードと、搬送路とが凡そ直交して交差することを意味する。縦断位置を中央部とすることで、縦断部を端部とする場合と比較して、プレキャストコンクリート製品をより効率よくストックヤードに搬送することができる。また、本発明に係るプレキャストコンクリート製品の製造工場では、作業ヤード、ストックヤード、搬送路の夫々にレールが敷設されており、このレールをクレーンや搬送装置が走行する。レールを利用して資材や製品を搬送することで、搬送ルートを固定することができ、作業効率及び安全性を向上することができる。 In the precast concrete product manufacturing factory according to the present invention, the work yard and the stock yard are formed in a straight line, and these are arranged in parallel so that the factory site can be used effectively. In addition, a transport path for transporting precast concrete products manufactured in the work yard is provided so as to traverse the center of the work yard and stock yard. The precast concrete product manufactured in the work yard is efficiently stored in the stock yard. Can be conveyed. The fact that the conveyance path cuts through the center of the work yard and the stock yard means that the work yard, the stock yard, and the conveyance path intersect at almost right angles. By setting the longitudinal position to the center, the precast concrete product can be more efficiently transported to the stock yard as compared to the case where the longitudinal section is the end. Moreover, in the precast concrete product manufacturing plant according to the present invention, rails are laid in each of the work yard, the stock yard, and the conveyance path, and a crane and a conveyance device travel on this rail. By transporting materials and products using rails, the transport route can be fixed, and work efficiency and safety can be improved.
 また、本発明に係るプレキャストコンクリート製品の製造工場において、前記建屋内のクレーンのレールと前記建屋外のクレーンのレールの天端は、前記搬送装置のレールの天端よりも低く、前記建屋内のクレーンのレールと前記建屋外のクレーンのレールと、前記搬送装置のレールとの交差部において、当該搬送装置のレールは、前記建屋内のクレーンのレールと前記建屋外のクレーンのレールを通すための切欠部を有し、前記搬送装置は、前記搬送装置のレールが延出する方向に複数の車輪を有し、前記交差部を走行する際、前記複数の車輪のうちの所定数の車輪が前記搬送装置のレールと接するようにしてもよい。 Also, in the precast concrete product manufacturing plant according to the present invention, the top of the crane rail in the building and the top of the crane rail outside the building is lower than the top of the rail of the conveyor, At the intersection of the crane rail, the crane rail outside the building, and the rail of the transfer device, the rail of the transfer device is for passing the rail of the crane inside the building and the rail of the crane outside the building. The conveyor has a plurality of wheels in a direction in which the rail of the conveyor extends, and when traveling along the intersection, a predetermined number of wheels out of the plurality of wheels are You may make it contact | connect the rail of a conveying apparatus.
 本発明に係るプレキャストコンクリート製品の製造工場では、建屋内のクレーンのレールと建屋外のクレーンのレールと、搬送装置のレールとを交差させることができる。そのため、搬送装置は、作業ヤードとストックヤードを自在に縦断することができる。また、建屋内のクレーンと建屋外のクレーンは、搬送路を自在に横断することができる。複数の車輪の数、所定数の車輪の数は、搬送装置が搬送するプレキャストコンクリート製品の重量と切欠部の数、切欠部同士の間隔、切欠部の長さに基づいて、搬送装置が交差部を走行する際、プレキャストコンクリート製品を支持できるよう設計することができる。搬送装置が交差部を通過する際、複数の車輪のうち、切欠部に位置する車輪は、搬送装置のレールと接しないことから、空中に浮いた状態となる。そこで、本発明では、空中に浮いた車輪以外の車輪でプレキャストコンクリート製品を支持できるよう、複数の車輪の数と所定数の車輪の数とが設計されている。 In the precast concrete product manufacturing plant according to the present invention, the rails of the crane inside the building, the rails of the crane outside the building, and the rails of the transfer device can be crossed. Therefore, the conveying apparatus can freely cut the work yard and the stock yard vertically. Moreover, the crane inside a building and the crane outside a building can cross a conveyance path freely. The number of wheels, the number of the predetermined number of wheels, the number of the precast concrete product transported by the transport device and the number of notches, the interval between the notches, the length of the notches, It can be designed to support precast concrete products when traveling. When the transport device passes through the intersection, the wheel located in the notch among the plurality of wheels does not contact the rail of the transport device, so that it floats in the air. Therefore, in the present invention, the number of the plurality of wheels and the predetermined number of wheels are designed so that the precast concrete product can be supported by wheels other than the wheels floating in the air.
 また、本発明に係るプレキャストコンクリート製品の製造工場において、前記複数の車輪は、前記搬送装置のレールが延出する方向に等間隔で配置され、当該複数の車輪の間隔は、前記搬送装置が搬送するプレキャストコンクリート製品の重量と前記切欠部の数と前記切欠部同士の間隔と前記切欠部の長さに基づいて、前記搬送装置が前記交差部を走行する際、プレキャストコンクリート製品を支持できるよう設計してもよい。 Further, in the precast concrete product manufacturing plant according to the present invention, the plurality of wheels are arranged at equal intervals in a direction in which the rails of the conveying device extend, and the intervals between the plurality of wheels are conveyed by the conveying device. Based on the weight of the precast concrete product to be performed, the number of the cutout portions, the interval between the cutout portions, and the length of the cutout portions, the transport device is designed to support the precast concrete product when traveling the intersection. May be.
 車輪を等間隔とすることで、搬送装置がプレキャストコンクリート製品を載置した際、車輪への負荷が均等に分散される。そして、車輪の間隔をプレキャストコンクリート製品の重量と切欠部の長さに基づいて設計することで、搬送装置が交差部を走行する際、搬送装置が載置されるプレキャストコンクリート製品を十分に支持することができる。 車輪 By making the wheels equidistant, the load on the wheels is evenly distributed when the transport device places precast concrete products. And by designing the distance between the wheels based on the weight of the precast concrete product and the length of the notch, the precast concrete product on which the transport device is placed is sufficiently supported when the transport device travels the intersection. be able to.
 ここで、本発明に係るプレキャストコンクリート製品の製造工場は、前記作業ヤードと隣接して設けられ、プレキャストコンクリート製品を製造するための資材を仮置きするとともに、当該資材の加工を行う直線状の加工場兼仮置き場を更に備える構成としてもよい。作業ヤードに隣接して加工場兼仮置き場を設けることで、作業効率をより向上することができる。 Here, the precast concrete product manufacturing plant according to the present invention is provided adjacent to the work yard, and temporarily places a material for manufacturing the precast concrete product, and processes the material in a straight line. It is good also as a structure further provided with a place and temporary storage place. Work efficiency can be further improved by providing a processing place and temporary storage place adjacent to the work yard.
 また、本発明に係るプレキャストコンクリート製品の製造工場において、前記作業ヤードは、前記鉄筋、前記型枠、前記コンクリートのうち、少なくとも何れか一つを搬送する台車と、当該台車が走行する台車のレールとを更に有する構成としてもよい。このように更に台車と台車のレールを設けることで、鉄筋、型枠、コンクリートを作業ヤードでより効率よく移動することができる。なお、クレーンのレールと同じく、台車のレールの天端を搬送装置のレールの天端よりも低くしてもよい。また、この場合、搬送装置のレールには、台車のレールを通すための切欠部を更に設けることができる。これにより、台車が搬送路を横断することができ、作業効率がより向上する。複数の車輪の数、所定数の車輪の数は、搬送装置が搬送するプレキャストコンクリート製品の重量と切欠部の数、切欠部同士の間隔、切欠部の長さに基づいて、搬送装置が交差部を走行する際、プレキャストコンクリート製品を支持できるよう設計することができる。 Further, in the precast concrete product manufacturing plant according to the present invention, the work yard includes a carriage that transports at least one of the reinforcing bar, the formwork, and the concrete, and a rail of the carriage on which the carriage travels. It is good also as a structure which further has. In this way, by further providing the carriage and the rail of the carriage, the reinforcing bars, the formwork, and the concrete can be moved more efficiently in the work yard. As with the crane rail, the top end of the carriage rail may be lower than the top end of the rail of the transport device. In this case, the rail of the transport device can further be provided with a notch for passing the rail of the carriage. Thereby, a trolley can cross a conveyance way, and work efficiency improves more. The number of wheels, the number of the predetermined number of wheels, the number of the precast concrete product transported by the transport device and the number of notches, the interval between the notches, the length of the notches, It can be designed to support precast concrete products when traveling.
 ここで、本発明に係るプレキャストコンクリート製品の製造工場は、コンクリートを製造するバッチャープラントと、前記バッチャープラントで製造されたコンクリートを搬送するコンクリート搬送用の台車と、前記コンクリート搬送用の台車が走行し、前記プレキャストコンクリート製品の製造工場の地盤面よりも高い位置に敷設された高架レールと、前記高架レールの下方に移動自在であり、前記コンクリート搬送用の台車で搬送されるコンクリートを前記建屋内へ更に搬送する建屋内へ移動する搬送用の台車と、前記建屋内へ移動する搬送用の台車が走行する建屋内へ移動する搬送用の台車のレールと、を更に備え、前記建屋内へ移動する搬送用の台車は、前記コンクリート搬送用の台車で搬送されるコンクリートを収容する複数のバケット付き台車であって、互いに独立して移動自在な複数のバケット付き台車と、前記複数のバケット付き台車を載置して移動自在なベース台車とを有し、前記建屋内へ移動する搬送用の台車のレールは、前記ベース台車が走行するベース台車のレールであって、前記コンクリート搬送用の台車によって搬送されるコンクリートの収容先となるバケットの位置を調整するための調整用のレールと、当該調整用のレールと直交し、当該調整用のレールよりも高い位置に敷設され、前記建屋内へ延出して前記複数のバケット付き台車が走行するバケット付き台車用のレールとを有するようにしてもよい。 Here, the precast concrete product manufacturing plant according to the present invention includes a batcher plant that manufactures concrete, a concrete transport cart that transports the concrete manufactured in the batcher plant, and the concrete transport cart. An elevated rail that travels and is laid at a position higher than the ground surface of the precast concrete product manufacturing plant, and the concrete that is movable below the elevated rail and that is conveyed by the concrete carriage is constructed in the building. A carriage for transporting to the building for further transporting indoors, and rails for the transport cart for moving to the building where the transport cart for moving to the building travels. The transporting carriage is a plurality of transporting carts that contain concrete transported by the concrete transporting carriage. A carriage with a bucket, which has a plurality of carriages with buckets that are movable independently of each other, and a base carriage that is movable by placing the plurality of carriages with buckets, and moves into the building. The rail of the bogie is a rail of the base bogie on which the base bogie travels, and an adjustment rail for adjusting the position of a bucket that is a destination of the concrete transported by the bogie for concrete transport, A rail for a carriage with a bucket that is orthogonal to the rail for adjustment and is laid at a position higher than the rail for adjustment, and extends to the building and travels by the plurality of carriages with buckets. Also good.
 本発明に係るプレキャストコンクリート製品の製造工場によれば、バッチャープラントで製造されたコンクリート(フレッシュコンクリート)を効率よく、建屋内に搬送することができる。特に、本発明では、複数のバケット付き台車を備えることで、より多くのコンクリートを一度に搬送することができる。バケット付き台車は、バケットを積載自在であり、バケットと台車は分離することができる。また、複数のバケット付き台車は、互いに独立していることから、バケット付き台車の搬送先を区別することができる。また、調整用のレールを備えることで、コンクリートの収容先となるバケット付き台車の位置を調整することができる。すなわち、複数のバケット付き台車を載置するベース台車を、コンクリート搬送用の台車の下方に移動させ、コンクリートを落下させることで、任意のバケット付き台車にコンクリートを収容することができる。最初のバケット付き台車が一杯になったら、ベース台車を移動させ、次の任意のバケット付き台車にコンクリートを収容すればよい。そして、バケット付き台車がコンクリートを収容したら、移動対象となるバケット付き台車の位置をバケット付き台車のレールの基端に合わせることで、最初に移動対象となるバケット付き台車を建屋内に移動させることができる。その後、次に移動対象となるバケット付き台車の位置をバケット付き台車用のレールを基端に合わせることで、次に移動対象となるバケット付き台車を建屋内に移動させることができる。バケット付き台車のレールは、建屋外から建屋内への行きレールと、建屋内から建屋外への還りレールとを区別して敷設してもよい。これにより、より円滑にバケット付き台車を移動させることができる。 According to the precast concrete product manufacturing factory according to the present invention, the concrete (fresh concrete) manufactured in the batcher plant can be efficiently transported into the building. In particular, in the present invention, by providing a plurality of carts with buckets, more concrete can be conveyed at a time. The cart with a bucket can be loaded with a bucket, and the bucket and the cart can be separated. Further, since the plurality of carriages with buckets are independent from each other, the transport destination of the carriage with buckets can be distinguished. Moreover, the position of the trolley | bogie with a bucket used as the accommodation place of concrete can be adjusted by providing the rail for adjustment. That is, by moving a base carriage on which a plurality of carriages with buckets are placed below the concrete carriage and dropping concrete, the concrete can be accommodated in any bucket carriage. When the first trolley with a bucket is full, the base trolley is moved, and the concrete is accommodated in the next arbitrary trolley with a bucket. And if the cart with the bucket accommodates concrete, the cart with the bucket to be moved is first moved into the building by matching the position of the cart with the bucket to be moved with the base end of the rail of the cart with the bucket Can do. After that, by aligning the position of the carriage with the bucket to be moved next with the rail for the carriage with the bucket at the base end, the carriage with the bucket to be moved next can be moved into the building. The rail of the carriage with a bucket may be laid separately from a rail going from the building outside to the building inside and a return rail from the building inside to the building outside. Thereby, the cart with a bucket can be moved more smoothly.
 なお、本発明は、搬送用の台車と、建屋内へ移動する搬送用の台車のレールとを含む、コンクリート搬送システムとして特定することもできる。コンクリート搬送システムには、コンクリート搬送用の台車と、高架レールとを含めるようにしてもよい。 In addition, this invention can also be specified as a concrete conveyance system containing the trolley | bogie for conveyance and the rail of the trolley | bogie for conveyance which moves to a building. The concrete transport system may include a concrete transport cart and an elevated rail.
 ここで、本発明は、プレキャストコンクリート製品の搬送システムとして特定することもできる。すなわち、本発明は、プレキャストコンクリートを搬送する搬送装置と、前記搬送装置が走行する搬送装置のレールと、を備え、前記搬送装置のレールは、他のレールと交差し、当該他のレールの天端は、前記搬送装置のレールの天端よりも低く、前記他のレールと、前記搬送装置のレールとの交差部において、当該搬送装置のレールは、前記他のレールを通すための切欠部を有し、前記搬送装置は、前記搬送装置のレールが延出する方向に複数の車輪を有し、前記交差部を走行する際、前記複数の車輪のうちの所定数の車輪が前記搬送装置のレールと接する、プレキャストコンクリート製品の搬送システムである。 Here, the present invention can also be specified as a transport system for precast concrete products. That is, the present invention includes a transport device that transports precast concrete, and a rail of the transport device on which the transport device travels, and the rail of the transport device intersects with another rail, and the top of the other rail. The end is lower than the top end of the rail of the transfer device, and at the intersection of the other rail and the rail of the transfer device, the rail of the transfer device has a notch for passing the other rail. And the transport device has a plurality of wheels in a direction in which a rail of the transport device extends, and when traveling the intersection, a predetermined number of wheels of the plurality of wheels are It is a transport system for precast concrete products in contact with rails.
 また、前記複数の車輪は、前記搬送装置のレールが延出する方向に等間隔で配置され、当該複数の車輪の間隔は、前記搬送装置が搬送するプレキャストコンクリートの重量と前記切欠部の数と前記切欠部同士の間隔と前記切欠部の長さに基づいて、前記搬送装置が前記交差部を走行する際、プレキャストコンクリート製品を支持できるよう設計してもよい。 Further, the plurality of wheels are arranged at equal intervals in a direction in which the rail of the transfer device extends, and the interval between the plurality of wheels is the weight of the precast concrete conveyed by the transfer device and the number of the notches. You may design based on the space | interval of the said notch parts, and the length of the said notch part so that a precast concrete product can be supported when the said conveying apparatus drive | works the said intersection part.
 また、本発明は、搬送システムとして特定することもできる。すなわち、上述したプレキャストコンクリート製品の搬送システムは、プレキャストコンクリート製品以外の物品を搬送する技術として特定することもできる。例えば、本発明は、所定の物品を搬送する搬送装置と、前記搬送装置が走行する搬送装置のレールと、を備え、前記搬送装置のレールは、他のレールと交差し、当該他のレールの天端は、前記搬送装置のレールの天端よりも低く、前記他のレールと、前記搬送装置のレールとの交差部において、当該搬送装置のレールは、前記他のレールを通すための切欠部を有し、前記搬送装置は、前記搬送装置のレールが延出する方向に複数の車輪を有し、前記交差部を走行する際、前記複数の車輪のうちの所定数の車輪が前記搬送装置のレールと接する、搬送システムである。 The present invention can also be specified as a transport system. That is, the precast concrete product conveyance system described above can also be specified as a technique for conveying articles other than the precast concrete product. For example, the present invention includes a transport device that transports a predetermined article, and a rail of the transport device on which the transport device travels. The rail of the transport device intersects with another rail, and the rail of the other rail The top end is lower than the top end of the rail of the transfer device, and at the intersection of the other rail and the rail of the transfer device, the rail of the transfer device passes through the other rail. The transport device has a plurality of wheels in a direction in which a rail of the transport device extends, and when traveling on the intersection, a predetermined number of wheels among the plurality of wheels are the transport device. This is a transport system that contacts the rails of
 また、前記複数の車輪は、前記搬送装置のレールが延出する方向に等間隔で配置され、当該複数の車輪の間隔は、前記搬送装置が搬送する所定の物品の重量と前記切欠部の数と前記切欠部同士の間隔と前記切欠部の長さに基づいて、前記搬送装置が前記交差部を走行する際、所定の物品を支持できるよう設計してもよい。 Further, the plurality of wheels are arranged at equal intervals in a direction in which the rail of the transport device extends, and the interval between the plurality of wheels is determined by the weight of a predetermined article transported by the transport device and the number of the notches. Based on the distance between the cutout portions and the length of the cutout portions, it may be designed so that a predetermined article can be supported when the transport device travels the crossing portion.
 本発明によれば、プレキャストコンクリート製品の製造全体のフローの効率化を図る技術を提供することができる。 According to the present invention, it is possible to provide a technique for improving the efficiency of the flow of the entire production of a precast concrete product.
実施形態に係るプレキャストコンクリート製品の製造工場の平面図を示す。The top view of the manufacturing factory of the precast concrete product concerning an embodiment is shown. 実施形態に係るプレキャストコンクリート製品の製造工場の建屋の断面図を示す。Sectional drawing of the building of the manufacturing plant of the precast concrete product which concerns on embodiment is shown. 実施形態に係る作業ヤードの拡大平面図を示す。The enlarged plan view of the work yard concerning an embodiment is shown. 実施形態に係るプレキャストコンクリート製品の製造工場のレールの敷設状況の平面図を示す。The top view of the laying condition of the rail of the manufacturing plant of the precast concrete product which concerns on embodiment is shown. 実施形態に係る搬送装置の側面図を示す。The side view of the conveying apparatus which concerns on embodiment is shown. 実施形態に係る搬送装置の上面図を示す。The top view of the conveyance device concerning an embodiment is shown. 実施形態に係る搬送装置の背面図を示す。The rear view of the conveying apparatus which concerns on embodiment is shown. 実施形態に係る搬送装置が作業ヤードを縦断する様子の斜視図を示す。The perspective view of a mode that the conveying apparatus which concerns on embodiment cuts a work yard vertically is shown. 実施形態に係る、作業ヤードと搬送路との交差部の平面図を示す。The top view of the intersection of a work yard and a conveyance way concerning an embodiment is shown. 実施形態に係る、作業ヤードと搬送路との交差部の断面図を示す。Sectional drawing of the cross | intersection part of a work yard and a conveyance path based on embodiment is shown. 実施形態に係る搬送装置が作業ヤードを縦断する様子を段階的に示す。A mode that a conveyance device concerning an embodiment cuts a work yard vertically is shown in steps. 実施形態に係るコンクリート搬送システム付近の拡大平面図を示す。The enlarged plan view near the concrete conveyance system concerning an embodiment is shown. 実施形態に係るコンクリート搬送システムの概略構成図を示す。The schematic block diagram of the concrete conveyance system which concerns on embodiment is shown. 実施形態に係るプレキャストコンクリート製品の製造工程を示す。The manufacturing process of the precast concrete product which concerns on embodiment is shown. 実施形態に係るプレキャストコンクリート製品の製造工場の平面図において、鉄筋などの搬入先を示す。In the top view of the precast concrete product manufacturing factory which concerns on embodiment, the import destinations, such as a reinforcing bar, are shown. 実施形態に係るプレキャストコンクリートの製造工場の平面図において、プレキャストコンクリート製品の流れを示す。In the top view of the manufacturing plant of the precast concrete which concerns on embodiment, the flow of a precast concrete product is shown.
 次に、本発明の実施形態について図面に基づいて説明する。但し、以下で説明する実施形態は本発明を実施するための例示であり、本発明は以下で説明する態様に限定されない。 Next, an embodiment of the present invention will be described based on the drawings. However, the embodiment described below is an example for carrying out the present invention, and the present invention is not limited to the mode described below.
 <プレキャストコンクリート製品の製造工場のレイアウト>
 図1は、実施形態に係るプレキャストコンクリート製品の製造工場の平面図を示す(以下、プレキャストコンクリート製品は、PCコンクリート製品ともいい、プレキャストコンクリート製品の製造工場は、単に製造工場ともいう。)。実施形態に係る製造工場1には、中央を縦断するようにメイン通路2が設けられている。メイン通路2の一端(下側)には、製造工場1で製造されたPCコンクリート製品を搬送する搬送用車両のメイン出入り口が設けられ、メイン通路2の他端(上側)には、搬送用車両のサブ出入り口が設けられている。実施形態に係る製造工場1は、メイン通路2を境として、左側エリアの第一工場1Aと、右側エリアの第二工場1Bとによって構成されている。第一工場1A及び第二工場1Bは、夫々、作業ヤード3、ストックヤードS、搬送路4などが設けられている。第一工場1Aと第二工場1Bの機能は基本的には同じである。以下、第一工場1Aを中心に説明する。なお、製造工場1で製造されるPCコンクリート製品には、柱、梁、床、外壁、バルコニー、内部階段が例示される。
<Layout of precast concrete product manufacturing plant>
FIG. 1 is a plan view of a precast concrete product manufacturing plant according to an embodiment (hereinafter, a precast concrete product is also referred to as a PC concrete product, and a precast concrete product manufacturing plant is also simply referred to as a manufacturing plant). In the manufacturing factory 1 according to the embodiment, a main passage 2 is provided so as to cross the center. One end (lower side) of the main passage 2 is provided with a main entrance / exit of a transport vehicle that transports the PC concrete product manufactured in the manufacturing factory 1, and the other end (upper side) of the main passage 2 is provided with a transport vehicle. Sub entrances are provided. The manufacturing factory 1 according to the embodiment includes a first factory 1A in the left area and a second factory 1B in the right area, with the main passage 2 as a boundary. The first factory 1A and the second factory 1B are each provided with a work yard 3, a stock yard S, a conveyance path 4, and the like. The functions of the first factory 1A and the second factory 1B are basically the same. Hereinafter, the first factory 1A will be mainly described. The PC concrete product manufactured at the manufacturing factory 1 is exemplified by columns, beams, floors, outer walls, balconies, and internal stairs.
 <<作業ヤード>>
 作業ヤード3は、第一工場1Aの中央付近に第一工場1Aを横断するように直線状に設けられている。作業ヤード3は、図2に示すように、建屋内に設けられ、作業ヤード3では、鉄筋の組立、型枠の組立、コンクリートの打込み、脱型のうち、少なくとも何れか一つの作業を行うことができる。鉄筋の組立には、鉄筋の切断、鉄筋の加工も含まれる。作業ヤード3の長手方向両端部には、特に鉄筋の加工を行うための領域として、鉄筋加工場Rが設けられている。また、作業ヤード3では、上記に加えて、鉄筋かごのセットなども行うことができる。すなわち、作業ヤード3では、PCコンクリート製品の製造に必要な作業の全般を行うことができる。なお、PCコンクリート製品の検査や補修は、後述する検査・補修ヤードIにて行うことができるが、作業ヤード3において、PCコンクリート製品の検査や補修を行うようにしてもよい。
<< work yard >>
The work yard 3 is linearly provided in the vicinity of the center of the first factory 1A so as to cross the first factory 1A. As shown in FIG. 2, the work yard 3 is provided in the building, and the work yard 3 performs at least one of the following operations: rebar assembly, formwork assembly, concrete placement, and demolding. Can do. Reinforcement assembly includes rebar cutting and rebar processing. At both ends in the longitudinal direction of the work yard 3, a reinforcing bar processing field R is provided as a region for particularly processing the reinforcing bars. Further, in the work yard 3, in addition to the above, a reinforcing bar can be set. In other words, the work yard 3 can perform all of the work necessary for manufacturing the PC concrete product. The inspection and repair of the PC concrete product can be performed in the inspection / repair yard I described later, but the PC yard product may be inspected and repaired in the work yard 3.
 実施形態に係る作業ヤード3は、図3に示すように、8ラインからなる(図3において、丸付き数字1から8で示す。)。具体的には、製造工場1では、セル採算方式が採用されており、作業ヤードは8ラインに分割されている。セル採算方式とは、少数の作業者(多能工)チーム(班)で製造工程を完了まで行う方式である。多能工とは、1人で複数工種を行う作業者である。図3に示すように、第一工場1Aと第二工場1Bの夫々において、作業ヤード3が、長手方向において2分割され、幅方向において4分割されることで、合計8分割されている。1ラインを1チーム(班)で受け持ち、1ラインには型枠などを載置する定盤5(ベッドともいう)が、両側に6ベッド、合計12ベッド設けられている。つまり、製造工場1では、同様の作業ヤード3が第二工場1Bにも設けられており、定盤5の総数は、12ベッド×8ライン×2=192ベッドとなっている。なお、ライン数やベッド数は例示であり、これらに限定されるものではない。 The work yard 3 according to the embodiment is composed of 8 lines as shown in FIG. 3 (indicated by circled numbers 1 to 8 in FIG. 3). Specifically, the manufacturing factory 1 employs a cell profit method, and the work yard is divided into eight lines. The cell profit method is a method in which a manufacturing process is completed by a small number of workers (multi-skilled workers) team. A multi-skilled worker is an operator who performs a plurality of types of work by one person. As shown in FIG. 3, in each of the first factory 1 </ b> A and the second factory 1 </ b> B, the work yard 3 is divided into two parts in the longitudinal direction and divided into four parts in the width direction, so that the total number is divided into eight parts. One line is handled by one team, and a surface plate 5 (also referred to as a bed) on which a formwork or the like is placed is provided on one line. That is, in the manufacturing factory 1, the same work yard 3 is also provided in the second factory 1B, and the total number of the surface plates 5 is 12 beds × 8 lines × 2 = 192 beds. In addition, the number of lines and the number of beds are examples, and are not limited to these.
 図4に示すように、作業ヤード3には、更に、台車6が設けられ、台車6が走行する台車のレール7が敷設されている。また、作業ヤード3には、建屋内の門型クレーン8が設けられ、建屋内の門型クレーンのレール9が敷設されている。台車6は、作業ヤード3のうち、作業ヤード3の長手方向において隣接するライン間を移動自在であり、鉄筋、型枠、コンクリートなどを搬送する。例えば、ライン(1)、(2)の台車6は、ライン(1)、(2)の範囲で移動自在である(図3参照)。台車6が走行するための台車のレール7は、ライン(1)、(2)の中央部に作業ヤード3の長手方向に沿って敷設されている。建屋内の門型クレーン8は、移動範囲が台車6よりも広く、作業ヤード3のうち、搬送路4を横断して、作業ヤード3の長手方向において隣接するライン間を移動自在である。建屋内の門型クレーン8は、鉄筋、型枠、コンクリートなどを吊ることができる。例えば、ライン(1)、(2)、(5)、(6)の建屋内の門型クレーン8は、ライン(1)、(2)、(5)、(6)の範囲で移動自在である(図3参照)。建屋内の門型クレーン8が走行するための建屋内の門型クレーンのレール9は、ライン(1)、(2)、(5)、(6)の幅方向の両端部に建屋の長手方向に沿って敷設されている。なお、台車のレール7も、建屋内の門型クレーンのレール9と同じく、搬送路4を横断するようにしてもよい。 As shown in FIG. 4, the work yard 3 is further provided with a carriage 6, and a carriage rail 7 on which the carriage 6 travels is laid. The work yard 3 is provided with a portal crane 8 in the building, and a rail 9 of the portal crane in the building is laid. The cart 6 is movable between lines adjacent to each other in the longitudinal direction of the work yard 3 in the work yard 3, and conveys reinforcing bars, formwork, concrete, and the like. For example, the carts 6 of the lines (1) and (2) are movable in the range of the lines (1) and (2) (see FIG. 3). A carriage rail 7 for running the carriage 6 is laid along the longitudinal direction of the work yard 3 at the center of the lines (1) and (2). The gate-type crane 8 in the building has a wider movement range than the carriage 6 and can move between the adjacent lines in the longitudinal direction of the work yard 3 across the transport path 4 in the work yard 3. The portal crane 8 in the building can hang reinforcing bars, formwork, concrete and the like. For example, the portal crane 8 in the building of the lines (1), (2), (5), (6) is movable within the range of the lines (1), (2), (5), (6). Yes (see FIG. 3). Rails 9 of the gate crane in the building for running the gate crane 8 in the building are in the longitudinal direction of the building at both ends in the width direction of lines (1), (2), (5), (6). Is laid along. The rail 7 of the carriage may also cross the conveyance path 4 in the same manner as the rail 9 of the portal crane in the building.
 加工場兼仮置き場Mは、作業ヤード3の幅方向の両側に作業ヤード3に沿って直線状に設けられている。加工場兼仮置き場Mには、PCコンクリート製品の資材が仮置きされるとともに、当該資材の加工が行なわれる。資材には、鉄筋、型枠、埋込金物、番線、スペーサなどが含まれる。図1、図2に示すように、加工場兼仮置き場Mは、建屋内に設けられている。なお、加工場兼仮置き場Mの屋根は、作業ヤード3の屋根よりも低くなっている。 The processing place / temporary storage place M is linearly provided along the work yard 3 on both sides in the width direction of the work yard 3. In the processing place / temporary storage place M, the material of the PC concrete product is temporarily placed and the material is processed. Materials include reinforcing bars, formwork, embedded hardware, wire numbers, spacers, and the like. As shown in FIGS. 1 and 2, the processing place / temporary storage place M is provided in the building. Note that the roof of the processing and temporary storage area M is lower than the roof of the work yard 3.
 <<ストックヤード>>
 ストックヤードSは、建屋外に作業ヤード3と平行して直線状に設けられ、作業ヤード3で製造され、検査済みのPCコンクリート製品が出荷までストックされる。ストックヤードSは、作業ヤード3の上側に2列、作業ヤード3の下側に3列設けられている。実施形態に係るPCコンクリート製造工場1では、第一工場1Aの下側のスペースを利用するため、作業ヤード3の下側にストックヤードSが3列設けられているが、第二工場1Bでは、作業ヤード3の下側にストックヤードSが2列設けられている。なお、第一工場1Aの一番下側に位置するストックヤードSは、敷地の関係上、その長さが他のストックヤードSの長さの凡そ半分となっている。
<< Stockyard >>
The stock yard S is provided in a straight line parallel to the work yard 3 outside the building, and is manufactured in the work yard 3 and inspected PC concrete products are stocked until shipment. The stock yards S are provided in two rows above the work yard 3 and in three rows below the work yard 3. In the PC concrete manufacturing factory 1 according to the embodiment, in order to use the space below the first factory 1A, three rows of stock yards S are provided below the work yard 3, but in the second factory 1B, Two stock yards S are provided below the work yard 3. The length of the stock yard S located at the lowermost side of the first factory 1A is approximately half of the length of the other stock yards S because of the site.
 図4に示すように、ストックヤードSには、建屋外の門型クレーン22が設けられ、建屋外の門型クレーンのレール23が敷設されている。建屋外の門型クレーン22は、建屋内の門型クレーン8と同じく、搬送路4を横断自在である。建屋外の門型クレーン22は、PCコンクリート製品を吊ることができる。建屋外の門型クレーン22が走行するための建屋外の門型クレーンのレール23は、ストックヤードの各列の長手方向に沿って敷設されている。 As shown in FIG. 4, the stock yard S is provided with a gate-type crane 22 outside the building, and a rail 23 of the gate-type crane outside the building is laid. The portal crane 22 outside the building can traverse the conveyance path 4 in the same manner as the portal crane 8 inside the building. The portal crane 22 outside the building can suspend PC concrete products. Rails 23 of the outdoor gate crane for running the outdoor gate crane 22 are laid along the longitudinal direction of each row of the stockyard.
 <<搬送路>>
 搬送路4は、作業ヤード3とストックヤードSの中央部を縦断するように設けられている。換言すると、搬送路4は、作業ヤード3とストックヤードSの中央部に、これらと直交するように設けられている。搬送路4には、搬送装置10、搬送装置のレール11が設けられている。搬送装置10は、作業ヤード3とストックヤードSを縦断自在であり、作業ヤード3で製造されたPCコンクリート製品をストックヤードSへ搬送することができる。搬送装置のレール11は、搬送路4の長手方向に沿って敷設されている。なお、搬送装置10の詳細については、後述する。
<< Conveyance path >>
The conveyance path 4 is provided so as to cut through the center of the work yard 3 and the stock yard S. In other words, the conveyance path 4 is provided in the center part of the work yard 3 and the stock yard S so as to be orthogonal thereto. In the conveyance path 4, a conveyance device 10 and a rail 11 of the conveyance device are provided. The conveyance device 10 can freely cut the work yard 3 and the stock yard S, and can convey the PC concrete product manufactured in the work yard 3 to the stock yard S. The rail 11 of the transport device is laid along the longitudinal direction of the transport path 4. The details of the transfer device 10 will be described later.
 <<検査・補修ヤード>>
 検査・補修ヤードIは、ストックヤードSと搬送路4との交差部に設けられている。検査・補修ヤードIでは、作業ヤード3で製造されたPCコンクリート製品の検査が行われる。また、検査・補修ヤードIでは、検査に加えて、検査において補修が必要と判断されたPCコンクリート製品の補修が行われる。
<< Inspection / Repair Yard >>
The inspection / repair yard I is provided at the intersection of the stock yard S and the conveyance path 4. In the inspection / repair yard I, the PC concrete product manufactured in the work yard 3 is inspected. In addition, in the inspection / repair yard I, in addition to the inspection, the PC concrete product that is determined to be repaired in the inspection is repaired.
 <<骨材受入口>>
 骨材受入口Aは、第一工場1Aの作業ヤード3に隣接し、かつ、メイン通路2側に設けられている。骨材受入口Aには、メイン通路2を介して搬入されたPCコンクリートを構成する各種骨材が種類毎に区分けされて仮置きされる。各種骨材には、細骨材、粗骨材などが例示される。本実施形態では、骨材受入口Aは、第一工場1Aと第二工場1Bで共有されているが、第一工場1Aと第二工場1Bの夫々に骨材受入口を設置してもよい。
<< Aggregate entrance >>
The aggregate receiving port A is provided adjacent to the work yard 3 of the first factory 1A and on the main passage 2 side. In the aggregate receiving port A, various aggregates constituting the PC concrete carried in via the main passage 2 are classified for each type and temporarily placed. Examples of the various aggregates include fine aggregates and coarse aggregates. In this embodiment, the aggregate receiving port A is shared by the first factory 1A and the second factory 1B, but an aggregate receiving port may be installed in each of the first factory 1A and the second factory 1B. .
 <<バッチャープラント>>
 バッチャープラントFは、骨材受入口Aの近傍、かつ、作業ヤード3の上側に設けられている。また、バッチャープラントFの近傍には、水や混和剤を収容する複数のタンク、セメントサイロ、蒸気養生のための蒸気を発生させるボイラB、バッチャープラント設備等に使用されるコンプレッサKなどの設備が設けられている。バッチャープラントFは、骨材受入口Aからベルトコンベアを介して搬送される骨材と、タンクやセメントサイロから搬送される、水、混和剤、セメントとを混合し、コンクリート(フレッシュコンクリート)を製造する。
<< Batcher Plant >>
The batcher plant F is provided in the vicinity of the aggregate receiving port A and on the upper side of the work yard 3. Further, in the vicinity of the batcher plant F, there are a plurality of tanks for storing water and admixtures, a cement silo, a boiler B for generating steam for steam curing, a compressor K used for batcher plant facilities, and the like. Facilities are provided. Batcher plant F mixes the aggregate transported from the aggregate receiving port A via the belt conveyor with water, admixture and cement transported from the tank or cement silo, and puts the concrete (fresh concrete). To manufacture.
 <<残コン処理場>>
 残コン処理場Cは、図1に示すように、図面上の一番上側に位置するストックヤードSの端部に設けられ、廃棄対象となるコンクリート等が仮置きされる。
<< Remaining waste treatment plant >>
As shown in FIG. 1, the remaining-con processing plant C is provided at the end of the stock yard S located on the uppermost side in the drawing, and concrete or the like to be discarded is temporarily placed.
 <<廃水処理場>>
 廃水処理場Wは、図1に示すように、作業ヤード3の図面上の上側に隣接するストックヤードSの端部に設けられ、製造工場1から排出される廃水を処理する。
<< Wastewater treatment plant >>
As shown in FIG. 1, the waste water treatment plant W is provided at an end of the stock yard S adjacent to the upper side of the work yard 3 on the drawing, and processes waste water discharged from the manufacturing factory 1.
 <<集中管理室>>
 集中管理室Xは、製造工場1の中央付近に設けられ、PCコンクリートの品質管理、出荷管理などを行う。具体的には、集中管理室Xには、バッチャープラントFを制御するバッチャー操作室、フレッシュコンクリート試験室、コンクリート圧縮強度試験室、試し練り室が設けられている。バッチャー操作室には、CPU(中央演算処理装置)、メモリ、操作部、表示部を備えるコンピュータや制御盤が設けられ、バッチャープラントFで製造するコンクリートの配合管理が行われる。バッチャー操作室では、骨材受入口AからバッチャープラントFへ搬送する骨材管理も可能である。また、後述するコンクリート搬送システムの搬送管理も可能である。フレッシュコンクリート試験室には、圧縮強度管理用供試体の養生水槽が設けられ、コンクリートの養生が行われる。コンクリート圧縮強度試験室では、各種試験機が設けられ、コンクリートの圧縮強度試験が行われる。コンクリート圧縮強度試験室には、蒸気養生室、恒温恒湿室が設けられ、蒸気養生下、恒温恒湿下でのコンクリートの養生が可能である。試し練り室には、試し練り用ミキサーなどが設けられ、コンクリートの試し練りが行われる。
<< Centralized management room >>
The central control room X is provided near the center of the manufacturing plant 1 and performs quality control, shipment management, etc. of PC concrete. Specifically, the central control room X is provided with a batcher operation room for controlling the batcher plant F, a fresh concrete test room, a concrete compressive strength test room, and a trial kneading room. In the batcher operation room, a computer and a control panel including a CPU (Central Processing Unit), a memory, an operation unit, and a display unit are provided, and mix management of the concrete manufactured in the Batcher Plant F is performed. In the batcher operation room, it is also possible to manage aggregates conveyed from the aggregate receiving port A to the batcher plant F. Moreover, the conveyance management of the concrete conveyance system mentioned later is also possible. In the fresh concrete test room, a curing water tank for a specimen for compressive strength management is provided, and concrete is cured. In the concrete compressive strength test room, various testing machines are provided to perform a compressive strength test of concrete. The concrete compressive strength test room is provided with a steam curing room and a constant temperature and humidity room, and is capable of curing concrete under steam curing and constant temperature and humidity. In the trial kneading room, a mixer for trial kneading is provided, and concrete trial kneading is performed.
 <PCコンクリート搬送システム>
 図4から図12に示すように、PCコンクリート搬送システムは、搬送装置10と、搬送装置のレール11とを含み、作業ヤード3で製造されたPCコンクリート製品をストックヤードSへ搬送する。図4は、実施形態に係るプレキャストコンクリート製品の製造工場のレールの敷設状況の平面図を示す。図5は、実施形態に係る搬送装置の側面図を示す。図6は、実施形態に係る搬送装置の上面図を示す。図7は、実施形態に係る搬送装置の背面図を示す。図8は、実施形態に係る搬送装置が作業ヤードを縦断する様子の斜視図を示す。図9は、実施形態に係る、作業ヤードと搬送路との交差部の平面図を示す。図10は、実施形態に係る、作業ヤードと搬送路との交差部の断面図を示す。図11は、実施形態に係る搬送装置が作業ヤードを縦断する様子を段階的に示す。図12は、実施形態に係るコンクリート搬送システム付近の拡大平面図を示す。実施形態に係る搬送装置10は、台座101、車輪102、モータ103、蓄電池104、減速機105、操作盤106、バンパ107を主な構成とする。
<PC concrete conveyance system>
As shown in FIGS. 4 to 12, the PC concrete conveyance system includes a conveyance device 10 and rails 11 of the conveyance device, and conveys the PC concrete product manufactured in the work yard 3 to the stock yard S. FIG. 4: shows the top view of the laying condition of the rail of the manufacturing factory of the precast concrete product which concerns on embodiment. FIG. 5 is a side view of the transport device according to the embodiment. FIG. 6 is a top view of the transport device according to the embodiment. FIG. 7 is a rear view of the transport device according to the embodiment. FIG. 8 is a perspective view of a state in which the transport device according to the embodiment cuts the work yard vertically. FIG. 9 is a plan view of the intersection between the work yard and the conveyance path according to the embodiment. FIG. 10 is a cross-sectional view of the intersection between the work yard and the conveyance path according to the embodiment. FIG. 11 shows the state in which the transport device according to the embodiment traverses the work yard step by step. FIG. 12 is an enlarged plan view of the vicinity of the concrete conveyance system according to the embodiment. The conveyance device 10 according to the embodiment mainly includes a pedestal 101, wheels 102, a motor 103, a storage battery 104, a speed reducer 105, an operation panel 106, and a bumper 107.
 台座101は、平面視長方形であり、作業ヤード3で製造されたPCコンクリート製品を載置する。台座101の寸法は、載置するPCコンクリート製品に応じて適宜設計することができる。 The pedestal 101 has a rectangular shape in plan view, on which the PC concrete product manufactured in the work yard 3 is placed. The dimensions of the base 101 can be appropriately designed according to the PC concrete product to be placed.
 車輪102は、台座101の下部に複数設けられ、搬送装置のレール11に沿って回転する。本実施形態では、左右1対の車輪102(以下、単に車輪とする)が、作業ヤード3の長手方向に等間隔で6機設けられている。車輪102の総数、車輪102の間隔は、台座101に載置されるPCコンクリート製品の重量、搬送装置のレール11の切欠部12の間隔、切欠部12の長さに基づいて設計されている。切欠部12とは、建屋内の門型クレーンのレール8や建屋外の門型クレーンのレール23を通すために、搬送装置のレール11の一部を切り欠いたものである。 A plurality of wheels 102 are provided below the pedestal 101 and rotate along the rails 11 of the transfer device. In the present embodiment, six pairs of left and right wheels 102 (hereinafter simply referred to as wheels) are provided at equal intervals in the longitudinal direction of the work yard 3. The total number of wheels 102 and the distance between the wheels 102 are designed based on the weight of the PC concrete product placed on the pedestal 101, the distance between the notches 12 of the rail 11 of the conveying device, and the length of the notches 12. The notch 12 is a part of the rail 11 of the transport device that is notched so that the rail 8 of the portal crane inside the building or the rail 23 of the portal crane outside the building is passed.
 ここで、図5、図8から図10に示すように、作業ヤード3と搬送路4との交差部では、搬送路4に敷設された搬送装置のレール11に切欠部12が設けられている。切欠部12の長さは、建屋内の門型クレーンのレール9を敷設する溝13の幅に対応している(特に図5、図8参照)。建屋内の門型クレーンのレール9の天端は、搬送装置のレール11の天端よりも低くなっている。そのため、搬送装置10が作業ヤード3と搬送路4との交差部を通過する際、6機の車輪102のうち、切欠部12に位置する車輪102は、搬送装置のレール11と接しないことから、空中に浮いた状態となる。なお、ストックヤードSと搬送路4との交差部の構造も同様である。 Here, as shown in FIGS. 5 and 8 to 10, at the intersection of the work yard 3 and the conveyance path 4, a notch 12 is provided in the rail 11 of the conveyance device laid on the conveyance path 4. . The length of the notch 12 corresponds to the width of the groove 13 for laying the rail 9 of the portal crane in the building (see particularly FIGS. 5 and 8). The top end of the rail 9 of the portal crane in the building is lower than the top end of the rail 11 of the transport device. Therefore, when the transport device 10 passes through the intersection of the work yard 3 and the transport path 4, the wheel 102 located in the notch 12 out of the six wheels 102 does not contact the rail 11 of the transport device. , Floats in the air. The structure of the intersection between the stock yard S and the conveyance path 4 is the same.
 図11に示すように、実施形態に係る搬送装置10は、作業ヤード3を縦断する際、6機の車輪102のうち、4機以上の車輪102が必ず搬送装置のレール11と接するよう、車輪102の総数、車輪102の間隔が設計されている。これにより、2機の車輪102が切欠部12上に位置し、空中に浮いた状態の場合でも、台座101に載置されたPCコンクリートの重量を4機の車輪102に分散することができる。搬送装置10が、ストックヤードSを縦断する際も同様である。 As shown in FIG. 11, when the conveyance device 10 according to the embodiment cuts the work yard 3 vertically, the four or more wheels 102 out of the six wheels 102 are always in contact with the rail 11 of the conveyance device. The total number of 102 and the distance between the wheels 102 are designed. Thereby, even when the two wheels 102 are positioned on the notch 12 and are floating in the air, the weight of the PC concrete placed on the pedestal 101 can be distributed to the four wheels 102. The same applies to the case where the transport device 10 traverses the stockyard S.
 モータ103は、台車6の前方に格納され、ギヤ、駆動ベルトなどを含む減速機105を介して、車輪102を駆動させる。このモータ103は、電磁ブレーキ付きである。蓄電池104は、台座101の後方に格納され、モータ103へ電力を供給する。操作盤106は、台座101の最後部に設けられ、オペレータの指示を受け付け、搬送装置10の走行状態を制御する。バンパ107は、搬送装置10の最前部及び最後部に設けられ、障害物と接触した際の衝撃を吸収する。 The motor 103 is stored in front of the carriage 6 and drives the wheels 102 via a speed reducer 105 including a gear, a drive belt, and the like. The motor 103 has an electromagnetic brake. The storage battery 104 is stored behind the pedestal 101 and supplies power to the motor 103. The operation panel 106 is provided at the rearmost part of the pedestal 101, receives an operator instruction, and controls the traveling state of the transport device 10. The bumper 107 is provided in the foremost part and the rearmost part of the transport apparatus 10 and absorbs an impact when it comes into contact with an obstacle.
 また、実施形態に係る搬送装置10には、上記以外に、台座101の前方両側面に設けられ、搬送装置10を非常停止させる非常停止ボタン108、台座101の中央付近に設けられ、搬送装置10の走行状態を示す音声を出力するメロディホーン(図示せず)、操作盤106が設置されたデッキの枠に設けられ、搬送装置10の走行時において、走行中であることで報知する回転灯109が設けられている。 In addition to the above, the transport device 10 according to the embodiment is provided on both front sides of the pedestal 101, provided with an emergency stop button 108 for emergency stop of the transport device 10, and near the center of the pedestal 101. A melody horn (not shown) that outputs a sound indicating the running state of the vehicle, and a rotating lamp 109 that is provided on the frame of the deck on which the operation panel 106 is installed, and that informs that it is running when the transport device 10 is running. Is provided.
 <コンクリート搬送システム>
 図12、図13に示すように、コンクリート搬送システムは、コンクリート搬送用の台車14と、高架レール15と、建屋内へ移動する搬送用の台車16と、調整のレール17と、バケット付き台車のレール18とを含み、バッチャープラントFで製造されたコンクリート(フレッシュコンクリート)を建屋内へ搬送する。図13は、実施形態に係るコンクリート搬送システムの概略構成図を示す。
<Concrete transport system>
As shown in FIGS. 12 and 13, the concrete transport system includes a concrete transport carriage 14, an elevated rail 15, a transport carriage 16 that moves into a building, an adjustment rail 17, and a carriage with a bucket. The concrete (fresh concrete) including the rail 18 and manufactured by the batcher plant F is conveyed into the building. FIG. 13: shows the schematic block diagram of the concrete conveyance system which concerns on embodiment.
 コンクリート搬送用の台車14は、高架レール15を走行し、バッチャープラントFで製造されたコンクリートを、建屋近傍まで搬送する。高架レール15は、バッチャープラントFから建屋近傍まで製造工場1の地盤面よりも高い位置に敷設されている。 Concrete carriage 14 runs on elevated rail 15 and conveys the concrete manufactured in Batcher Plant F to the vicinity of the building. The elevated rail 15 is laid at a position higher than the ground surface of the manufacturing factory 1 from the batcher plant F to the vicinity of the building.
 建屋内へ移動する搬送用の台車16は、高架レール15の下方に移動自在であり、コンクリート搬送用の台車14で搬送されたコンクリートを建屋内へ搬送する。建屋内へ移動する搬送用の台車16は、コンクリート搬送用の台車14で搬送されたコンクリートを収容する3つのバケット付き台車19と、3つのバケット付き台車19を載置して建屋の長手方向に移動自在なベース台車20とを備える。3つのバケット付き台車19は、互いに独立しており、建屋の長手方向と直交する方向に移動自在である。3つのバケット付き台車19は、建屋の長手方向に沿って配置されており、調整のレール17を走行する。 The transporting carriage 16 that moves into the building is movable below the elevated rail 15 and transports the concrete transported by the concrete transporting carriage 14 into the building. The carriage 16 that moves into the building is placed in the longitudinal direction of the building by placing three carriages 19 with buckets 19 that contain the concrete conveyed by the carriage 14 for concrete conveyance and three carriages 19 with buckets. A movable base carriage 20 is provided. The three carriages 19 with buckets are independent from each other and are movable in a direction orthogonal to the longitudinal direction of the building. The three bucket-equipped carts 19 are arranged along the longitudinal direction of the building and travel on the adjustment rail 17.
 調整のレール17は、建屋の長手方向と平行に敷設されている。そのため、コンクリートの収容先となるバケット付き台車19の位置を調整することができる。すなわち、3つのバケット付き台車19を載置するベース台車20を、コンクリート搬送用の台車14の下方に移動させ、コンクリートを落下させることで、任意のバケット付き台車19にコンクリートを収容することができる。最初のバケット付き台車19が一杯になったら、ベース台車20を移動することで、次の任意のバケット付き台車19にコンクリートを収容することができる。調整のレール17の長さは、バケット付き台車19の位置を調整できればよく、ベース台車20の2倍程度あればよい。 The adjustment rail 17 is laid parallel to the longitudinal direction of the building. Therefore, it is possible to adjust the position of the carriage 19 with a bucket that is a concrete accommodation destination. That is, the base carriage 20 on which the three carriages 19 with buckets are placed is moved below the carriage 14 for transporting concrete, and the concrete is dropped, whereby concrete can be accommodated in the carriages 19 with buckets. . When the first cart 19 with a bucket is full, the base cart 20 can be moved to accommodate the concrete in the next arbitrary cart 19 with a bucket. The length of the adjustment rail 17 is only required to be able to adjust the position of the carriage 19 with a bucket, and may be about twice that of the base carriage 20.
 バケット付き台車のレール18は、調整のレール17から建屋内に伸び、作業ヤード3を縦断するように敷設されている。そのため、コンクリートを収容した台車付きバケット19を建屋内の作業ヤード3へ移動することができる。図13では、バケット付き台車のレール18は、建屋外から建屋内への行きレール18aと、建屋内から建屋外への還りレール18bとが区別して敷設されている。これにより、より円滑にバケット付き台車19を移動させることができる。なお、行きレール18aと、還りレール18bは、U字状のレールで連結してもよい。これにより、バケット付き台車19を循環させることが可能となる。ここで、上記調整のレール17は、その天端がバケット付き台車のレール18の天端よりも低くなるよう敷設されている。より詳細には、ベース台車20の天面がバケット付き台車のレール18の天端とほぼ同じ高さになるよう、調整のレール17が敷設されている。また、ベース台車20には、バケット付き台車のレール18と同一幅のレール21が、バケット付き台車のレール18と同一方向に3対(6本)敷設されている。これにより、搬送対象となるバケット付き台車19が載置されているベース台車上のレール21を、バケット付き台車のレール18に合わせることで、バケット付きの台車6を建屋内の作業ヤード3へ容易に移動させることができる。 The rail 18 of the carriage with the bucket extends from the adjustment rail 17 into the building and is laid so as to cut the work yard 3 vertically. Therefore, the carriage-equipped bucket 19 accommodating the concrete can be moved to the work yard 3 in the building. In FIG. 13, the rail 18 of the carriage with the bucket is laid separately from a going-out rail 18 a from the building to the building and a return rail 18 b from the building to the building. Thereby, the cart 19 with a bucket can be moved more smoothly. The going rail 18a and the return rail 18b may be connected by a U-shaped rail. Thereby, the cart 19 with a bucket can be circulated. Here, the rail 17 for adjustment is laid so that the top end thereof is lower than the top end of the rail 18 of the carriage with bucket. More specifically, the adjustment rail 17 is laid so that the top surface of the base carriage 20 is substantially the same height as the top end of the rail 18 of the bucket carriage. The base carriage 20 is provided with three pairs (six) of rails 21 having the same width as the rails 18 of the carriage with buckets in the same direction as the rails 18 of the carriage with buckets. Thereby, the carriage 21 with the bucket can be easily moved to the work yard 3 in the building by matching the rail 21 on the base carriage on which the carriage 19 with the bucket to be transported is placed with the rail 18 of the carriage with the bucket. Can be moved to.
 なお、バケット付き台車のレール18と、作業ヤード3に敷設されている建屋内の門型クレーンのレール9と台車のレール7との交差部は、先に説明した搬送装置のレール11と建屋内の門型クレーン8との交差部と同様に構成することができる。例えば、バケット付き台車のレール18に、作業ヤード3に敷設されている建屋内の門型クレーンのレール9と台車のレール7とを通すための切欠部を設け、建屋内の門型クレーン8の車輪と台車6の車輪を、交差部を通過する際に荷重に耐えられるよう複数設けることができる。また、作業ヤード3に敷設されている建屋内の門型クレーンのレール9と台車のレール7に、バケット付き台車のレール18を通すための切欠部を設け、バケット付き台車19の車輪を、交差部を通過する際に荷重に耐えられるよう複数設けることができる。なお、バケット付き台車19によって作業ヤード3に搬送されたコンクリートを更に作業ヤード3に沿って搬送する場合、建屋内の門型クレーン8によりバケット付き台車19のバケットを吊り上げ、作業ヤード3に沿って移動自在な台車6に積み替えればよい。 The intersection of the rail 18 of the carriage with the bucket, the rail 9 of the portal crane in the building laid in the work yard 3 and the rail 7 of the carriage is the rail 11 of the transfer device described above and the building. It can be configured in the same manner as the intersection with the portal crane 8. For example, the rail 18 of the carriage with the bucket is provided with a notch for passing the rail 9 of the portal crane in the building laid in the work yard 3 and the rail 7 of the carriage, A plurality of wheels and wheels of the carriage 6 can be provided so as to withstand the load when passing through the intersection. In addition, a notch portion for passing the rail 18 of the carriage with the bucket is provided in the rail 9 of the portal crane and the rail 7 of the carriage installed in the work yard 3, and the wheels of the carriage 19 with the bucket are crossed. A plurality can be provided to withstand the load when passing through the section. When the concrete transported to the work yard 3 by the cart 19 with the bucket is further transported along the work yard 3, the bucket of the cart 19 with the bucket is lifted by the portal crane 8 in the building, and along the work yard 3. What is necessary is just to transship to the cart 6 which can move freely.
 <PCコンクリートの製造工程>
 図14は、実施形態に係るPCコンクリート製品の製造工程を示す。まず、製造対象となるPCコンクリート製品の製作図面が作成され、客先の承認が行われる。客先の承認が得られると、鉄筋、メッシュ筋、先付部品(型枠、金具など)、コンクリート用材料(骨材、セメント、混和剤など)が搬入され、受入検査が行われる。検査に合格すると、鉄筋については加工が開始される。
<Manufacturing process of PC concrete>
FIG. 14 shows a manufacturing process of the PC concrete product according to the embodiment. First, a production drawing of the PC concrete product to be manufactured is created and approved by the customer. When customer approval is obtained, reinforcing bars, mesh bars, advanced parts (formwork, metal fittings, etc.), concrete materials (aggregates, cement, admixtures, etc.) are carried in and inspected. If the inspection is passed, the rebar will be processed.
 ここで、図15は、実施形態に係るPCコンクリート製品の製造工場の平面図において、鉄筋などの搬入先を示す。図15に示すように、鉄筋は、主に鉄筋加工場Rに搬入され、鉄筋加工場Rで加工後、作業ヤード3に移動される。鉄筋の移動には、建屋内の門型クレーン8や台車6が適宜用いられる。コンクリートは、コンクリート搬送システムにより、バッチャープラントFから作業ヤード3へ搬入される。バッチャープラントFから離れた位置にある作業ヤードへのコンクリートの搬入は、コンクリート搬送システムにより作業ヤード3へ搬入後、建屋内の門型クレーン8により台車6に積み替えられ、台車6により行うことができる。型枠や金具などの先付部品は、作業ヤード3に隣接する加工場兼仮置き場Mに仮置きされる。 Here, FIG. 15 is a plan view of the PC concrete product manufacturing plant according to the embodiment, and shows the destinations of the reinforcing bars and the like. As shown in FIG. 15, the reinforcing bars are mainly carried into the reinforcing bar processing field R, and after being processed at the reinforcing bar processing field R, the reinforcing bars are moved to the work yard 3. For the movement of the reinforcing bars, the portal crane 8 and the carriage 6 in the building are appropriately used. Concrete is carried into the work yard 3 from the batcher plant F by a concrete transport system. Concrete can be carried into the work yard located away from the batcher plant F after being loaded into the work yard 3 by the concrete transport system, transferred to the cart 6 by the portal crane 8 in the building, and carried out by the cart 6. it can. Advance parts such as molds and metal fittings are temporarily placed in a processing place / temporary place M adjacent to the work yard 3.
 製作図の客先承認が得られると、更に、製造計画書が作成され、続いて型枠が作成される。型枠の作成は、製造工場の外部で行うことができ、外部で作成された型枠を搬入する際、受入検査が行われる。作成された型枠が作業ヤード3へ搬入されると、型枠清掃が行われ、続いて型枠の組立が行われる。型枠が組み立てられると、型枠検査が行われる。型枠検査に合格すると、先付け部品がセットされる。次に、型枠の表面に剥離剤が塗布され、メッシュ筋がセットされる。メッシュ筋がセットされると、鉄筋や型枠の打込み前検査が行われる。 When customer approval of the production drawing is obtained, a production plan is further created, and then a formwork is created. The formwork can be created outside the manufacturing factory, and when the formwork created outside is carried in, an acceptance inspection is performed. When the created formwork is carried into the work yard 3, formwork cleaning is performed, and then the formwork is assembled. Once the formwork is assembled, a formwork inspection is performed. If the form inspection is passed, the leading parts are set. Next, a release agent is applied to the surface of the formwork, and mesh lines are set. When mesh bars are set, inspections for reinforcing bars and formwork are performed.
 一方で、コンクリート用材料については、受入検査後、更に材料検査が行われ、設計に従った配合に基づいて、バッチャープラントFでコンクリートが製造される。製造されたコンクリートに対しては、コンクリート検査が行われ、検査に合格すると、供試体が採取される。続いて、打込み前検査が行われた型枠内にコンクリートが投入され、コンクリートが打ち込まれる。 On the other hand, for concrete materials, after acceptance inspection, further material inspection is performed, and concrete is manufactured at Batcher Plant F based on the formulation according to the design. The manufactured concrete is subjected to a concrete inspection, and if the inspection passes, a specimen is collected. Subsequently, concrete is poured into the formwork that has undergone the pre-inspection, and the concrete is driven in.
 次に、打ち込んだコンクリートの打込み面仕上げが行われ、続いて蒸気養生が行われる。蒸気養生に代えて普通養生を行ってもよい。養生が行われると、脱型強度試験が行われ、試験に合格すると、脱型が行われる。 Next, the surface of the poured concrete is finished, and then steam curing is performed. Ordinary curing may be performed instead of steam curing. When curing is performed, a demolding strength test is performed, and when the test is passed, demolding is performed.
 脱型が行われると、PCコンクリート製品が作業ヤード3からストックヤードSへ搬送される。ここで、図16は、実施形態に係るPCコンクリート製品の製造工場の平面図において、PCコンクリート製品の流れを示す。具体的には、脱型されたPCコンクリート製品は、建屋内の門型クレーン8や台車6を用いて、搬送路4まで搬送され、搬送路4に待機する搬送装置10の台座101に載置される。なお、ストックヤードSの両端部に搬送車両を横付けできるため、建屋外の門型クレーン22の移動距離を最小限にすることができる。次に、PCコンクリート製品は、検査・補修ヤードIまで搬送され、識別番号を付すためにマーキングが行われた後、製品検査が行われる。 When the mold is removed, the PC concrete product is transferred from the work yard 3 to the stock yard S. Here, FIG. 16 shows a flow of the PC concrete product in the plan view of the PC concrete product manufacturing factory according to the embodiment. Specifically, the demolded PC concrete product is transported to the transport path 4 using the portal crane 8 and the carriage 6 in the building, and placed on the base 101 of the transport apparatus 10 waiting on the transport path 4. Is done. In addition, since a conveyance vehicle can be put on both ends of the stock yard S, the moving distance of the portal crane 22 outside a building can be minimized. Next, the PC concrete product is transported to the inspection / repair yard I, where marking is performed to give an identification number, and then product inspection is performed.
 製品検査に合格すると、検査に合格したPCコンクリート製品が、建屋外の門型クレーン22を用いてストックヤードSへ搬送される。また、製品検査に合格しなかった場合、補修が行われ、最終的に製品検査に合格すると、検査に合格したPCコンクリート製品が、建屋外の門型クレーン22を用いてストックヤードSへ搬送される。 When the product inspection is passed, the PC concrete product that has passed the inspection is transported to the stock yard S using the portal crane 22 outside the building. If the product inspection is not passed, the repair is performed. When the product inspection is finally passed, the PC concrete product that has passed the inspection is transported to the stock yard S using the portal crane 22 outside the building. The
 ストックヤードSにストックされたPCコンクリート製品は、その後、出荷前の最終検査を受け、搬送車両に、建屋外の門型クレーン22又は搬送車両のクレーンを用いて積み込まれ、出荷(輸送)される。 The PC concrete products stocked in the stockyard S are then subjected to a final inspection prior to shipment, and are loaded onto the transport vehicle using the portal crane 22 outside the building or the crane of the transport vehicle and shipped (transported). .
 <作用効果>
 実施形態に係るPCコンクリート製造工場1では、作業ヤード3及びストックヤードSを直線状とし、これらが平行に配置されることで、PCコンクリート製造工場1の敷地を有効に活用することができる。また、作業ヤード3及びストックヤードSの中央部を縦断するように、搬送路4が設けられており、作業ヤード3で製造されたPCコンクリート製品を効率よくストックヤードSに搬送することができる。縦断位置を中央部とすることで、縦断部を端部とする場合と比較して、PCコンクリート製品をより効率よくストックヤードSに搬送することができる。また、PCコンクリート製造工場1では、作業ヤード3、ストックヤードS、搬送路4の夫々にレールが付されており、このレールを門型クレーンや搬送装置10が走行する。レールを利用して資材やPCコンクリート製品を搬送することで、搬送ルートを固定することができ、作業効率及び安全性を向上することができる。また、作業ヤード3に隣接して加工場兼仮置き場Mが設けられており、作業効率をより向上することができる。
<Effect>
In the PC concrete manufacturing factory 1 according to the embodiment, the work yard 3 and the stock yard S are linear, and these are arranged in parallel, so that the site of the PC concrete manufacturing factory 1 can be used effectively. Moreover, the conveyance path 4 is provided so that the center part of the work yard 3 and the stock yard S may be cut, and the PC concrete product manufactured by the work yard 3 can be efficiently conveyed to the stock yard S. By using the longitudinal position as the central portion, the PC concrete product can be conveyed to the stock yard S more efficiently than in the case where the longitudinal portion is the end. Further, in the PC concrete manufacturing factory 1, rails are attached to the work yard 3, the stock yard S, and the conveyance path 4, and the gate crane and the conveyance device 10 travel on the rails. By transporting materials and PC concrete products using rails, the transport route can be fixed, and work efficiency and safety can be improved. In addition, a work place / temporary storage place M is provided adjacent to the work yard 3, and work efficiency can be further improved.
 また、PCコンクリート製造工場1では、建屋内の門型クレーンのレール9と建屋外の門型クレーンのレール23と、搬送装置のレール11とが交差し、搬送装置が、作業ヤード3とストックヤードSを自在に縦断することができる。また、建屋内の門型クレーン8と建屋外の門型クレーン22は、搬送路4を自在に横断することができる。そのため、作業効率を向上することができる。また、搬送装置10の車輪102の数(本実施形態では、6機)、常にレールと接する車輪102の数(本実施形態では4機)、車輪102の間隔は、搬送装置10が搬送するPCコンクリート製品の重量と切欠部12の数、切欠部12同士の間隔、切欠部12の長さに基づいて、搬送装置10が交差部を走行する際、PCコンクリートを支持できるよう設計されている。そのため、搬送装置10が交差部を通過する際、複数の車輪102のうち、切欠部12に位置する車輪102が空中に浮いた状態となっても、搬送装置10は、問題なくPCコンクリート製品を搬送することができる。 Moreover, in the PC concrete manufacturing factory 1, the rail 9 of the portal crane inside the building, the rail 23 of the portal crane outside the building, and the rail 11 of the conveyor cross, and the conveyor is the work yard 3 and the stock yard. S can be cut freely. The portal crane 8 inside the building and the portal crane 22 outside the building can freely traverse the conveyance path 4. Therefore, work efficiency can be improved. In addition, the number of wheels 102 of the transfer device 10 (6 in this embodiment), the number of wheels 102 always in contact with the rail (4 in this embodiment), and the distance between the wheels 102 are the PCs that the transfer device 10 conveys. Based on the weight of the concrete product, the number of the notches 12, the interval between the notches 12, and the length of the notches 12, it is designed to support the PC concrete when the transport device 10 travels the intersection. Therefore, when the conveying device 10 passes through the intersection, even if the wheel 102 located in the notch 12 among the plurality of wheels 102 floats in the air, the conveying device 10 can use the PC concrete product without any problem. Can be transported.
 また、実施形態に係るPCコンクリート製造工場1によれば、バッチャープラントFで製造されたコンクリート(フレッシュコンクリート)を効率よく、建屋内に搬送することができる。特に、3つのバケット付き台車19を備えることで、より多くのコンクリートを一度に搬送することができる。また、3つのバケット付き台車19は、互いに独立していることから、バケット付き台車の搬送先を区別することができる。また、調整のレール17を備えることで、コンクリートの収容先となるバケット付きの台車6の位置を調整することができる。すなわち、3のバケット付き台車19を載置するベース台車20を、コンクリート搬送用の台車14の下方に移動させ、コンクリートを落下させることで、任意のバケット付き台車19にコンクリートを収容することができる。最初のバケット付き台車19が一杯になったら、ベース台車20を移動させ、次の任意のバケット付き台車19にコンクリートを収容する。そして、バケット付き台車19がコンクリートを収容したら、移動対象となるバケット付き台車19の位置をバケット付き台車のレール18に合わせることで、最初に移動対象となるバケット付き台車19を建屋内に移動させることができる。その後、次に移動対象となるバケット付き台車19の位置をバケット付き台車のレール18に合わせることで、次に移動対象となるバケット付き台車19を建屋内に移動させることができる。 Moreover, according to the PC concrete manufacturing factory 1 which concerns on embodiment, the concrete (fresh concrete) manufactured by the batcher plant F can be efficiently conveyed in a building. In particular, more concrete can be conveyed at a time by providing the three carts 19 with buckets. Moreover, since the three carts 19 with a bucket are mutually independent, the conveyance destination of a cart with a bucket can be distinguished. Moreover, by providing the adjustment rail 17, the position of the cart 6 with a bucket as a concrete accommodation destination can be adjusted. That is, the base carriage 20 on which the three carriages 19 with buckets are placed is moved below the concrete carriage 14 to drop the concrete, whereby concrete can be accommodated in the arbitrary carriages 19 with buckets. . When the first cart 19 with a bucket is full, the base cart 20 is moved, and concrete is accommodated in the next arbitrary cart 19 with a bucket. And if the trolley 19 with a bucket accommodates concrete, the position of the trolley 19 with a bucket used as a movement object will be matched with the rail 18 of the trolley with a bucket, and the trolley 19 with a bucket used as a movement object will be moved to a building first. be able to. Thereafter, the position of the carriage 19 with a bucket to be moved next is matched with the rail 18 of the carriage with a bucket, whereby the carriage 19 with a bucket to be moved next can be moved into the building.
 また、第一工場1Aと第二工場1Bの夫々にバッチャープラントFを設置することで、コンクリートの供給距離の短縮、注文集中時の待ち時間を解消することができる。また、いわゆるセル生産方式を採用することで、作業者が固定化され、品質のばらつきを抑制することができる。また、検査・補修ヤードが設けられており、ストックヤードSへの不適合品や不合格品の流出を抑制することができる。 In addition, by installing the batcher plant F in each of the first factory 1A and the second factory 1B, it is possible to shorten the concrete supply distance and to eliminate waiting time when ordering is concentrated. In addition, by adopting a so-called cell production method, an operator is fixed and variation in quality can be suppressed. In addition, an inspection / repair yard is provided, and the outflow of nonconforming products or rejected products to the stockyard S can be suppressed.
 また、コンクリートの供給距離が短縮されることで、コンクリート(フレッシュコンクリート)の品質を向上することができる。また、集中管理室XでPCコンクリート製品の品質管理、出荷管理などを集中的に行うことができ、PCコンクリート製品の品質への迅速なフィードバック、作業員の削減を実現できる。 Also, the quality of concrete (fresh concrete) can be improved by reducing the concrete supply distance. In addition, the central control room X can centrally perform quality control and shipment management of PC concrete products, thereby realizing prompt feedback on the quality of PC concrete products and reduction of workers.
 以上、本発明の好適な実施形態について説明したが、本発明に係るPCコンクリート製品の製造工場、プレキャストコンクリートの搬送システム、搬送システムはこれらに限らず、可能な限りこれらの組合せを含むことができる。 The preferred embodiments of the present invention have been described above. However, the PC concrete product manufacturing plant, the precast concrete transport system, and the transport system according to the present invention are not limited to these, and can include combinations thereof as much as possible. .
1・・・PCコンクリート製品製造工場
1A・・・第一工場
1B・・・第二工場
2・・・メイン通路
3・・・作業ヤード
4・・・搬送路
5・・・定盤
6・・・台車
7・・・台車のレール
8・・・建屋内の門型クレーン
9・・・建屋内の門型クレーンのレール
10・・・搬送装置
11・・・搬送装置のレール
12・・・切欠部
13・・・溝
14・・・コンクリート搬送用の台車
15・・・高架レール
16・・・建屋内へ移動する搬送用の台車
17・・・調整のレール
18・・・バケット付き台車のレール
19・・・バケット付き台車
20・・・ベース台車
21・・・レール
22・・・建屋外の門型クレーン
23・・・建屋外の門型クレーンのレール
101・・・台座
102・・・車輪
103・・・モータ
104・・・蓄電池
105・・・減速機
106・・・操作盤
107・・・バンパ
A・・・骨材受入口
F・・・バッチャープラント
I・・・検査・補修ヤード
M・・・加工場兼仮置き場
R・・・鉄筋加工場
S・・・ストックヤード
X・・・集中管理室
DESCRIPTION OF SYMBOLS 1 ... PC concrete product manufacturing factory 1A ... 1st factory 1B ... 2nd factory 2 ... Main passage 3 ... Work yard 4 ... Conveyance path 5 ... Surface plate 6 ... -Carriage 7 ... Carriage rail 8 ... Gate crane 9 in the building 9 ... Rail 10 of the gate crane in the building 10 ... Transfer device 11 ... Rail 12 of the transfer device ... Notch Part 13: Groove 14 ... Concrete carriage 15 ... Elevated rail 16 ... Transport carriage 17 moving to the building 17 ... Adjustment rail 18 ... Bucket carriage rail DESCRIPTION OF SYMBOLS 19 ... Cart with bucket 20 ... Base carriage 21 ... Rail 22 ... Gate crane outside building 23 ... Rail 101 of gate crane outside building ... Pedestal 102 ... Wheel 103 ... Motor 104 ... Storage battery 105 ... Speed reducer 06 ... Control panel 107 ... Bumper A ... Aggregate receiving port F ... Batcher plant I ... Inspection / repair yard M ... Processing / temporary storage place R ... Rebar processing site S ... Stockyard X ... Centralized management room

Claims (10)

  1.  建屋内に設けられ、鉄筋の組立、型枠の組立、コンクリートの打込み、脱型のうち、少なくとも何れか一つの作業を行う直線状の作業ヤードと、
     前記建屋外に前記作業ヤードと平行して設けられ、当該作業ヤードで製造されたプレキャストコンクリート製品をストックする直線状のストックヤードと、
     前記作業ヤード及び前記ストックヤードの中央部を縦断し、前記作業ヤードで製造されたプレキャストコンクリート製品を搬送する搬送路と、を備え、
     前記作業ヤードは、前記鉄筋、前記型枠、前記コンクリートのうち、少なくとも何れか一つを吊る建屋内のクレーンと、当該建屋内のクレーンが走行する建屋内のクレーンのレールとを有し、
     前記ストックヤードは、前記プレキャストコンクリート製品を吊る建屋外のクレーンと、当該建屋外のクレーンが走行する建屋外のクレーンのレールとを有し、
     前記搬送路は、前記プレキャストコンクリート製品を搬送する搬送装置と、前記搬送装置が走行する搬送装置のレールとを有する、
    プレキャストコンクリート製品の製造工場。
    A linear work yard that is provided in the building and performs at least any one of rebar assembly, formwork assembly, concrete placing, and demolding;
    A straight stock yard that is provided outside the building in parallel with the work yard and stocks precast concrete products manufactured in the work yard;
    A center of the work yard and the stock yard, and a conveyance path for conveying a precast concrete product manufactured in the work yard,
    The work yard includes a crane in a building that suspends at least one of the reinforcing bar, the formwork, and the concrete, and a rail of a crane in the building in which the crane in the building travels.
    The stock yard has an outdoor crane for hanging the precast concrete product, and an outdoor crane rail on which the outdoor crane travels.
    The transport path includes a transport device that transports the precast concrete product, and a rail of the transport device on which the transport device travels.
    Manufacturing plant for precast concrete products.
  2.  前記建屋内のクレーンのレールと前記建屋外のクレーンのレールの天端は、前記搬送装置のレールの天端よりも低く、
     前記建屋内のクレーンのレールと前記建屋外のクレーンのレールと、前記搬送装置のレールとの交差部において、当該搬送装置のレールは、前記建屋内のクレーンのレールと前記建屋外のクレーンのレールを通すための切欠部を有し、
     前記搬送装置は、前記搬送装置のレールが延出する方向に複数の車輪を有し、前記交差部を走行する際、前記複数の車輪のうちの所定数の車輪が前記搬送装置のレールと接する、
    請求項1に記載のプレキャストコンクリート製品の製造工場。
    The ceiling of the crane rail in the building and the rail of the crane outside the building is lower than the ceiling of the rail of the transport device,
    At the intersection of the rail of the crane in the building, the rail of the crane outside the building, and the rail of the transport device, the rail of the transport device is the rail of the crane in the building and the rail of the crane outside the building. A notch for passing through,
    The transport device has a plurality of wheels in a direction in which the rail of the transport device extends, and when traveling on the intersection, a predetermined number of the wheels contact the rail of the transport device. ,
    A manufacturing plant for the precast concrete product according to claim 1.
  3.  前記複数の車輪は、前記搬送装置のレールが延出する方向に等間隔で配置され、当該複数の車輪の間隔は、前記搬送装置が搬送するプレキャストコンクリート製品の重量と前記切欠部の数と前記切欠部同士の間隔と前記切欠部の長さに基づいて、前記搬送装置が前記交差部を走行する際、プレキャストコンクリート製品を支持できるよう設計されている、
    請求項2に記載のプレキャストコンクリート製品の製造工場。
    The plurality of wheels are arranged at equal intervals in a direction in which the rails of the conveying device extend, and the intervals between the plurality of wheels are the weight of the precast concrete product conveyed by the conveying device, the number of the notches, and the Based on the interval between the notches and the length of the notches, the conveyor is designed to support precast concrete products when traveling the intersection.
    A factory for producing the precast concrete product according to claim 2.
  4.  前記作業ヤードと隣接して設けられ、プレキャストコンクリート製品を製造するための資材を仮置きするとともに、当該資材の加工を行う直線状の加工場兼仮置き場を更に備える、請求項1から3の何れか1項に記載のプレキャストコンクリート製品の製造工場。 Any one of Claim 1 to 3 further provided with the linear processing place and temporary storage place which is provided adjacent to the said work yard, and temporarily arrange | positions the material for manufacturing a precast concrete product, and processes the said material. A manufacturing plant for the precast concrete product according to item 1.
  5.  前記作業ヤードは、前記鉄筋、前記型枠、前記コンクリートのうち、少なくとも何れか一つを搬送する台車と、当該台車が走行する台車のレールとを更に有する、
    請求項1から4の何れか1項に記載のプレキャストコンクリート製品の製造工場。
    The work yard further includes a carriage that transports at least one of the reinforcing bar, the formwork, and the concrete, and a rail of the carriage on which the carriage travels.
    The precast concrete product manufacturing plant according to any one of claims 1 to 4.
  6.  コンクリートを製造するバッチャープラントと、
     前記バッチャープラントで製造されたコンクリートを搬送するコンクリート搬送用の台車と、
     前記コンクリート搬送用の台車が走行し、前記プレキャストコンクリート製品の製造工場の地盤面よりも高い位置に敷設された高架レールと、
     前記高架レールの下方に移動自在であり、前記コンクリート搬送用の台車で搬送されるコンクリートを前記建屋内へ更に搬送する建屋内へ移動する搬送用の台車と、
     前記建屋内へ移動する搬送用の台車が走行する建屋内へ移動する搬送用の台車のレールと、を更に備え、
     前記建屋内へ移動する搬送用の台車は、前記コンクリート搬送用の台車で搬送されるコンクリートを収容する複数のバケット付き台車であって、互いに独立して移動自在な複数のバケット付き台車と、前記複数のバケット付き台車を載置して移動自在なベース台車とを有し、
     前記建屋内へ移動する搬送用の台車のレールは、前記ベース台車が走行するベース台車のレールであって、前記コンクリート搬送用の台車によって搬送されるコンクリートの収容先となるバケットの位置を調整するための調整用のレールと、当該調整用のレールと直交し、当該調整用のレールよりも高い位置に敷設され、前記建屋内へ延出して前記複数のバケット付き台車が走行するバケット付き台車用のレールとを有する、
    請求項1から5の何れか1項に記載のプレキャストコンクリート製品の製造工場。
    A batcher plant for producing concrete,
    A concrete transport cart for transporting the concrete produced in the batcher plant;
    The concrete transport cart travels, and an elevated rail laid at a position higher than the ground surface of the precast concrete product manufacturing plant;
    A transport carriage that is movable below the elevated rail and moves to a building that further transports concrete transported by the concrete transport cart to the building;
    A rail of a carriage for transportation moving to the building where the carriage for transportation moving to the building travels,
    The carriage for moving to the building is a plurality of bucket-equipped carriages that contain the concrete conveyed by the concrete carriage, and a plurality of bucket-equipped carriages that are movable independently of each other, A base carriage that is movable by placing a plurality of carriages with buckets;
    The rail of the carriage for transportation that moves into the building is the rail of the base carriage that the base carriage travels, and adjusts the position of the bucket that is the accommodation destination of the concrete that is conveyed by the concrete carriage. Rail for adjustment, and a carriage with bucket that is orthogonal to the adjustment rail and is laid at a position higher than the adjustment rail, and extends to the building and travels with the plurality of bucket carriages With rails,
    The manufacturing plant of the precast concrete product of any one of Claim 1 to 5.
  7.  プレキャストコンクリート製品を搬送する搬送装置と、
     前記搬送装置が走行する搬送装置のレールと、を備え、
     前記搬送装置のレールは、他のレールと交差し、当該他のレールの天端は、前記搬送装置のレールの天端よりも低く、
     前記他のレールと、前記搬送装置のレールとの交差部において、当該搬送装置のレールは、前記他のレールを通すための切欠部を有し、
     前記搬送装置は、前記搬送装置のレールが延出する方向に複数の車輪を有し、前記交差部を走行する際、前記複数の車輪のうちの所定数の車輪が前記搬送装置のレールと接する、プレキャストコンクリート製品の搬送システム。
    A transport device for transporting precast concrete products;
    A rail of a transport device on which the transport device travels,
    The rail of the transfer device intersects with another rail, the top end of the other rail is lower than the top end of the rail of the transfer device,
    At the intersection of the other rail and the rail of the transport device, the rail of the transport device has a notch for passing the other rail,
    The transport device has a plurality of wheels in a direction in which the rail of the transport device extends, and when traveling on the intersection, a predetermined number of the wheels contact the rail of the transport device. , Transport system for precast concrete products.
  8.  前記複数の車輪は、前記搬送装置のレールが延出する方向に等間隔で配置され、当該複数の車輪の間隔は、前記搬送装置が搬送するプレキャストコンクリート製品の重量と前記切欠部の数と前記切欠部同士の間隔と前記切欠部の長さに基づいて、前記搬送装置が前記交差部を走行する際、プレキャストコンクリート製品を支持できるよう設計されている、
    請求項7に記載のプレキャストコンクリート製品の搬送システム。
    The plurality of wheels are arranged at equal intervals in a direction in which the rails of the conveying device extend, and the intervals between the plurality of wheels are the weight of the precast concrete product conveyed by the conveying device, the number of the notches, and the Based on the interval between the notches and the length of the notches, the conveyor is designed to support precast concrete products when traveling the intersection.
    The conveyance system of the precast concrete product of Claim 7.
  9.  所定の物品を搬送する搬送装置と、
     前記搬送装置が走行する搬送装置のレールと、を備え、
     前記搬送装置のレールは、他のレールと交差し、当該他のレールの天端は、前記搬送装置のレールの天端よりも低く、
     前記他のレールと、前記搬送装置のレールとの交差部において、当該搬送装置のレールは、前記他のレールを通すための切欠部を有し、
     前記搬送装置は、前記搬送装置のレールが延出する方向に複数の車輪を有し、前記交差部を走行する際、前記複数の車輪のうちの所定数の車輪が前記搬送装置のレールと接する、搬送システム。
    A transport device for transporting a predetermined article;
    A rail of a transport device on which the transport device travels,
    The rail of the transfer device intersects with another rail, the top end of the other rail is lower than the top end of the rail of the transfer device,
    At the intersection of the other rail and the rail of the transport device, the rail of the transport device has a notch for passing the other rail,
    The transport device has a plurality of wheels in a direction in which the rail of the transport device extends, and when traveling on the intersection, a predetermined number of the wheels contact the rail of the transport device. , Transport system.
  10.  前記複数の車輪は、前記搬送装置のレールが延出する方向に等間隔で配置され、当該複数の車輪の間隔は、前記搬送装置が搬送する所定の物品の重量と前記切欠部の数と前記切欠部同士の間隔と前記切欠部の長さに基づいて、前記搬送装置が前記交差部を走行する際、所定の物品を支持できるよう設計されている、
    請求項9に記載の搬送システム。
    The plurality of wheels are arranged at equal intervals in a direction in which the rails of the transfer device extend, and the intervals between the plurality of wheels include the weight of a predetermined article conveyed by the transfer device, the number of the notches, and the Based on the interval between the notches and the length of the notches, the conveyor is designed to support a predetermined article when traveling on the intersection.
    The transport system according to claim 9.
PCT/JP2012/061413 2012-04-27 2012-04-27 Manufacturing site for precast concrete article, conveyance system for precast concrete article, and conveyance system WO2013161064A1 (en)

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CN104742239A (en) * 2013-12-31 2015-07-01 艾乐迈铁科公司 Arrangement for casting concrete products
EP2878415A3 (en) * 2013-11-15 2015-10-28 Elematic Oy Ab Method and manufacturing facility for casting concrete products
CN108789809A (en) * 2018-07-10 2018-11-13 俞向阳 A kind of centrifugal concrete pile production line
CN112278760A (en) * 2020-11-06 2021-01-29 广东博智林机器人有限公司 Prefabricated part transferring system and transferring method
CN112677306A (en) * 2020-12-29 2021-04-20 广西鸿基电力科技有限公司 Telegraph pole production line
CN112976287A (en) * 2021-04-07 2021-06-18 宁夏绿筑集成科技有限公司 Full-automatic PC component production line
CN113306002A (en) * 2021-05-28 2021-08-27 中铁四局集团第三建设有限公司 Layout construction method and application of prefabricated bridge prefabricated part production base
WO2023103691A1 (en) * 2021-12-10 2023-06-15 中建科技武汉有限公司 Automated three-dimensional assembly line for pc component production and production process thereof

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RU2666833C2 (en) * 2013-11-15 2018-09-12 Элематик Ойй Method and equipment for casting concrete products
EP2878415A3 (en) * 2013-11-15 2015-10-28 Elematic Oy Ab Method and manufacturing facility for casting concrete products
US10603816B2 (en) 2013-12-31 2020-03-31 Elematic Oyj Arrangement for casting concrete products
EP2899004A3 (en) * 2013-12-31 2015-11-11 Elematic Oy Ab Arrangement for casting concrete products
CN104742239B (en) * 2013-12-31 2018-10-16 艾乐迈铁科集团 Equipment for pouring into a mould concrete product
CN104742239A (en) * 2013-12-31 2015-07-01 艾乐迈铁科公司 Arrangement for casting concrete products
CN108789809A (en) * 2018-07-10 2018-11-13 俞向阳 A kind of centrifugal concrete pile production line
CN112278760A (en) * 2020-11-06 2021-01-29 广东博智林机器人有限公司 Prefabricated part transferring system and transferring method
CN112278760B (en) * 2020-11-06 2022-04-01 广东博智林机器人有限公司 Prefabricated part transferring system and transferring method
CN112677306A (en) * 2020-12-29 2021-04-20 广西鸿基电力科技有限公司 Telegraph pole production line
CN112976287A (en) * 2021-04-07 2021-06-18 宁夏绿筑集成科技有限公司 Full-automatic PC component production line
CN113306002A (en) * 2021-05-28 2021-08-27 中铁四局集团第三建设有限公司 Layout construction method and application of prefabricated bridge prefabricated part production base
WO2023103691A1 (en) * 2021-12-10 2023-06-15 中建科技武汉有限公司 Automated three-dimensional assembly line for pc component production and production process thereof

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