WO2015052770A1 - Structure assembling equipment and structure assembling method - Google Patents

Structure assembling equipment and structure assembling method Download PDF

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Publication number
WO2015052770A1
WO2015052770A1 PCT/JP2013/077322 JP2013077322W WO2015052770A1 WO 2015052770 A1 WO2015052770 A1 WO 2015052770A1 JP 2013077322 W JP2013077322 W JP 2013077322W WO 2015052770 A1 WO2015052770 A1 WO 2015052770A1
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region
crane
assembly
container crane
assembling
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PCT/JP2013/077322
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French (fr)
Japanese (ja)
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久也 明神
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三菱重工マシナリーテクノロジー株式会社
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Priority to JP2015521736A priority Critical patent/JPWO2015052770A1/en
Priority to PCT/JP2013/077322 priority patent/WO2015052770A1/en
Publication of WO2015052770A1 publication Critical patent/WO2015052770A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C19/00Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
    • B66C19/002Container cranes

Definitions

  • the present invention relates to an assembly facility for a structure such as a container crane and a method for assembling the structure.
  • a container crane used for loading / unloading containers on a ship in a port or the like has a lower structure composed of steel structure legs and an upper structure provided on the lower structure.
  • the superstructure includes a girder and a boom.
  • the girder extends overhanging in the horizontal direction with respect to the lower structure.
  • the boom is provided on the extension line of the girder. Further, the boom is provided so as to be able to tilt upward.
  • Such container cranes are assembled in a factory on the land, separate from the installation site. Some container cranes have a height of 40 m, for example. If an attempt is made to assemble such a large container crane in a factory, a very large assembly crane facility is required in the factory. However, in terms of maintenance costs and installation costs, it is difficult to provide a large assembly crane facility in a factory.
  • the lower structure and the upper structure of the container crane are assembled separately.
  • the upper structure is lifted using a large crane ship (floating crane) at the assembly plant and joined to the lower structure.
  • a container crane is completed by joining an upper structure to a lower structure.
  • the completed container crane is transported by being mounted on a barge or the like to a port or the like as an installation place.
  • the container crane transported to the installation site is lifted again by a large crane ship and installed.
  • assembly of a container crane using a crane ship has the following problems.
  • This invention provides an assembly facility for a structure and a method for assembling the structure that can be assembled smoothly at low cost even for a large container crane.
  • the assembly facility for a structure includes a crane provided in the first region.
  • the structure assembly facility is further provided in a second region having a height position lower than that of the first region, and the structure is assembled by the crane on the upper surface thereof, and the completed structure is The conveyance part which can be conveyed outside the 2nd field is provided.
  • the transport unit of the first aspect is a floating body that can float on the water surface, and water introduced into the second region from the outside.
  • the transfer unit may be lifted so that the structure can be transferred to the outside of the second region.
  • the assembly equipment for a structure may be configured such that the transport unit of the first aspect is a travelable carriage.
  • an inclined surface is formed in the second area of the third aspect so as to gradually increase toward the first area,
  • the structure may be transported from the first region to the outside through the inclined surface.
  • the method for assembling the structure includes the crane provided in the first region, and the upper surface of the transport section provided in the second region having a height position lower than the first region. And an assembly process for assembling the structure.
  • the structure assembling method further includes a transporting step of transporting the assembled structure to the outside of the second region by the transport unit.
  • the transfer unit according to the fifth aspect is a floating body that can float on the water surface, and the transfer step is performed from the outside. You may make it introduce
  • the transport unit according to the fifth aspect is a travelable carriage, and the transport step causes the transport unit to travel,
  • the structure may be transported outside the second region.
  • FIG. 1 It is a figure which shows an example of a structure of the container crane assembled by the assembly apparatus of the structure in 1st embodiment of this invention, and the assembly method of a structure. It is a figure which shows the assembly equipment of the said structure. It is a figure which shows the state which floated the floating body in 1st embodiment of this invention. It is a figure which shows the flow of the assembly method and installation method of a container crane in 1st embodiment of this invention. It is a figure which shows the assembly equipment of the structure in the modification of 1st embodiment of this invention. It is a figure which shows the assembly apparatus of the structure in 2nd embodiment of this invention, and the assembly method of a structure.
  • FIG. 1 is a diagram illustrating an example of a configuration of a container crane (structure) 10 assembled by a structure assembly facility and a structure assembly method according to this embodiment.
  • the container crane 10 includes a lower structure portion 11 and an upper structure portion 12 provided on the lower structure portion 11.
  • the lower structure part 11 is a steel-structured pillar extending in the vertical direction.
  • the lower structure portion 11 includes support members 13 provided at the four corners and extending in the vertical direction.
  • the lower structure 11 includes a connecting member 14A and a reinforcing member 14B that connect the support members 13 to each other.
  • the upper structure portion 12 is provided at the upper end portion of the lower structure portion 11.
  • the upper structure unit 12 includes a girder 15, a boom 16, and a support column 17.
  • the girder 15 extends in the horizontal direction and overhangs from the upper structure portion 12 to the outer peripheral side.
  • the support column 17 is provided at the tip of the girder 15.
  • the boom 16 can be tilted upward.
  • reference numeral “18” denotes a machine room or an electric room.
  • FIG. 2 is a diagram illustrating the configuration of the container assembly facility 20A in this embodiment.
  • FIG. 3 is a diagram illustrating a state in which the barge 23 is levitated in the container assembly facility 20A.
  • the container assembly facility 20A includes a first floor (first region) F1 and a second floor (second region) F2 having different heights.
  • An assembly crane (crane) 22 is installed on the first floor F1.
  • a so-called jib crane including a turning portion 22b and a hoisting arm 22c on a column 22a can be used.
  • the second floor F2 is formed at a lower height than the first floor F1.
  • the second floor F2 is formed by, for example, a concave pit 21 formed by excavating a part of the first floor F1 downward.
  • the bottom surface 21b of the pit 21 is the second floor F2.
  • the pits 21 forming the second floor F2 can communicate with a river, the sea, etc. via a sluice (not shown). Water can be introduced into the pit 21 from the outside by a pump (not shown) or the like, and water can be discharged to the outside.
  • a barge (conveyance unit, floating body) 23 which is a floating body capable of floating on the water surface is installed.
  • the barge 23 has a size and a buoyancy that can float on the water surface in a state where the container crane 10 in a completed state is mounted.
  • the barge 23 can tow the external water area with a tow ship (not shown) in a state where the container crane 10 in a completed state is mounted. Thereby, the barge 23 can convey the completed container crane 10 to an external water area.
  • FIG. 4 is a diagram showing the flow of the assembly method and the installation method of the container crane 10 in this embodiment.
  • the container crane 10 is assembled on the barge 23 provided on the second floor F2 by the assembly crane 22 provided on the first floor F1 (assembly process: step S101).
  • the container crane 10 assembled on the barge 23 is fixed to the upper surface 23a of the barge 23 via a lashing material 25 such as a wire rope or a temporary steel angle material.
  • step S102 the assembled container crane 10 is conveyed outside the second floor F2 by the barge 23 (conveying step: step S102).
  • step S102 water is introduced into the pit 21 from the outside.
  • the barge 23 carrying the container crane 10 floats on the water.
  • a water gate (not shown) is opened to communicate the inside of the pit 21 with the external water area.
  • the barge 23 is pulled by a tow boat (not shown), and the container crane 10 is transported to a harbor near a predetermined installation location.
  • step S103 installation step: step S103.
  • the container crane 10 is moved from the barge 23 to the quay.
  • the container crane 10 can be easily moved to the quay if a rail is installed on both the barge 23 and the quay.
  • the container crane 10 is moved to a predetermined installation location. Thereby, the installation of the container crane 10 is completed.
  • the assembly of the container crane 10 is assembled on the first floor F1 higher than the second floor F2. This can be carried out using the crane 22 for use. Therefore, it is possible to use a small crane having a small lifting lift for the assembling crane 22.
  • the completed container crane 10 can be transported to the outside while being placed on the barge 23, so that the container crane 10 can be efficiently transported from the assembly to the container crane 10. be able to.
  • the container crane 10 can be assembled without using a crane ship, it is not affected by the influence of the weather or the schedule of the crane ship side. Moreover, the assembly work of the container crane 10 can be smoothly advanced. Furthermore, the cost of renting a crane ship is unnecessary, and the cost can be reduced. As a result, even a large container crane 10 can be assembled smoothly at low cost.
  • the container ship assembling facility 20A can use an existing shipyard equipped with a pit 21 and an assembling crane 22. Thereby, equipment cost can be suppressed to the minimum. This also makes it possible to make effective use of shipyards with low operating rates and shipyards that are no longer used.
  • the container crane 10 is assembled on the barge 23, and the container crane 10 in the completed state is transported on the barge 23 as it is, so that the container crane 10 can be efficiently transported from the assembly. It becomes possible.
  • FIG. 5 is a view showing a modified example of the container crane assembly facility 10A according to the first embodiment.
  • a so-called portal crane can be used as the assembling crane 22.
  • the portal crane in this modification includes support columns 22d and 22d provided on both sides of the pit 21, and ceiling rails 22e installed on the support columns 22d and 22d.
  • FIG. 6 is a view showing a method for assembling the container crane assembly facility 20B and the container crane 10 according to this embodiment.
  • the container crane assembly facility (structure assembly facility) 20B has a first floor (first region) F11 and a second floor (second region) F12 having different heights.
  • An assembly crane 22 is installed on the first floor F11.
  • the second floor F12 is formed at a lower height than the first floor F11.
  • the first floor F11 is, for example, the ground surface.
  • the second floor F12 can be formed by excavating the ground surface, for example.
  • An inclined surface Fs is formed between the second floor F12 and the first floor F11 so as to gradually increase from the second floor F12 toward the first floor F11.
  • a cart 50 on which the container crane 10 can be mounted is used.
  • the carriage 50 includes a base portion 51 on which the container crane 10 is mounted, and a plurality of wheels 52 provided on the lower surface of the base portion 51.
  • the carriage 50 may be provided with a drive source so as to be able to run on its own, or may be driven by being pulled by another towing vehicle or the like.
  • the assembly method of the container crane 10 in this embodiment has the assembly process (step S101), the conveyance process (step S102), and the installation process (step S103) shown in FIG. 4 as in the first embodiment. . Therefore, the description about the assembly method of the container crane 10 in the container crane assembly facility 20B will be described with reference to FIG.
  • the container crane 10 is assembled on the cart 50 provided on the second floor F12 by the assembly crane 22 provided on the first floor F11 (assembly process: step S101). At this time, it is preferable that the container crane 10 assembled on the carriage 50 is fixed to the carriage 50 via the lashing material 25.
  • step S102 the container crane 10 assembled on the carriage 50 is conveyed to the outside of the second floor F12 by the carriage 50 (conveying step: step S102).
  • the carriage 50 on which the container crane 10 in a completed state is mounted is moved from the second floor F12 to the first floor F11 via the inclined surface Fs by a towing vehicle (not shown) or a winch.
  • the container crane 10 is placed on a barge or a transport ship from the first floor F11 and is transported to a port near the installation location of the container crane 10.
  • the container crane 10 may be placed on a barge or a transport ship while being placed on the carriage 50, or only the container crane 10 may be placed on a barge or a transport ship.
  • step S103 installation step: step S103
  • the assembly of the container crane 10 is assembled on the first floor F11 higher than the second floor F12. This can be carried out using the crane 22 for use. Therefore, as with the first embodiment, even a large container crane 10 can be assembled smoothly at low cost.
  • the completed container crane 10 can be transported to the outside while being mounted on the carriage 50 as it is. Therefore, the container crane 10 can be efficiently transported from assembling.
  • the first floor F11 is set at the ground level and the second floor F12 is set lower than that.
  • the present invention is not limited to this.
  • the second floor F12 may be set to the same level as the ground surface, and the first floor F11 may be installed on a higher ground, a bank, or various structures.
  • the inclined surface Fs is not provided, and the first floor F11 can be directly mounted on a barge or a transport ship. As a result, it is not necessary for the cart 50 on which the container crane 10 is mounted to climb the inclined surface Fs. Therefore, the completed container crane 10 can be transported more efficiently.
  • the present invention is not limited to the configuration of each of the embodiments described above, and the design can be changed without departing from the gist thereof.
  • the configuration of the container crane 10 is not limited to the configuration of each embodiment described above.
  • the container crane 10 was made into assembly object, it is not restricted to this.
  • the present invention can be similarly applied to various large structures installed in a harbor or the like.
  • the container crane 10 may be transported to the installation place by any means.
  • the assembly of the structure is performed using a crane provided in the first region higher than the second region, and after the structure is assembled on the transport unit, the completed structure is placed on the transport unit. By carrying it outside, it is possible to carry out assembly work smoothly at low cost even with a large container crane.
  • Container crane (structure) DESCRIPTION OF SYMBOLS 11 Lower structure part 12 Upper structure part 13 Support

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Ship Loading And Unloading (AREA)

Abstract

This assembling equipment (20) for a structure (10) comprises a crane (22) that is provided in a first area (F1), and a transporting unit (23) that is provided in a second area (F2) that is a lower location than the first area (F1), on the top face of which the structure (10) is assembled by the crane (22), and that can transport the completed structure (10) to outside the second area (F2).

Description

構造物の組立設備、構造物の組立方法Structure assembly equipment and structure assembly method
 この発明は、コンテナクレーン等の構造物の組立設備、構造物の組立方法に関する。 The present invention relates to an assembly facility for a structure such as a container crane and a method for assembling the structure.
 一般に、港湾等で船舶へのコンテナの荷役に用いられるコンテナクレーンは、鉄骨構造の脚からなる下部構造と、下部構造上に設けられた上部構造とを備えている。上部構造は、ガーダーと、ブームと、を備えている。ガーダーは、下部構造に対して水平方向にオーバーハングして延びている。ブームは、ガーダーの延長線上に設けられている。さらにブームは、上方に向かって傾動可能に設けられている。 Generally, a container crane used for loading / unloading containers on a ship in a port or the like has a lower structure composed of steel structure legs and an upper structure provided on the lower structure. The superstructure includes a girder and a boom. The girder extends overhanging in the horizontal direction with respect to the lower structure. The boom is provided on the extension line of the girder. Further, the boom is provided so as to be able to tilt upward.
 このようなコンテナクレーンは、据付場所とは別の、陸上に設けられた工場で組み立てられている。
 コンテナクレーンには、例えば高さ40mといった大型のものもある。工場において、このような大型のコンテナクレーンを組み立てようとすると、工場に非常に大型の組立用クレーン設備が必要となる。しかし、維持費や設置コスト等の面から、大型の組立用クレーン設備を工場に備えるのは困難である。
Such container cranes are assembled in a factory on the land, separate from the installation site.
Some container cranes have a height of 40 m, for example. If an attempt is made to assemble such a large container crane in a factory, a very large assembly crane facility is required in the factory. However, in terms of maintenance costs and installation costs, it is difficult to provide a large assembly crane facility in a factory.
 そこで、工場においては、コンテナクレーンの下部構造と、上部構造とを別々に組み立てている。上部構造は、組立工場において大型のクレーン船(フローティングクレーン)を用いて吊り上げられて、下部構造上に接合される。このように上部構造を下部構造に接合することで、コンテナクレーンが完成する。その後、この完成したコンテナクレーンは、据付場所となる港湾等まで、バージ等に搭載して搬送される。据付場所まで搬送されたコンテナクレーンは、再度大型のクレーン船によって吊り上げられ、据付される。 Therefore, in the factory, the lower structure and the upper structure of the container crane are assembled separately. The upper structure is lifted using a large crane ship (floating crane) at the assembly plant and joined to the lower structure. Thus, a container crane is completed by joining an upper structure to a lower structure. Thereafter, the completed container crane is transported by being mounted on a barge or the like to a port or the like as an installation place. The container crane transported to the installation site is lifted again by a large crane ship and installed.
特開2004-10178号公報JP 2004-10178 A
 しかしながら、クレーン船を用いたコンテナクレーンの組立には、以下に示すような課題がある。
 まず、海上に浮かんだクレーン船を用いるため、作業が風雨、波浪、潮位等の自然環境の影響を受け易い。そのため、悪天候等の場合に、組立作業が行えないことがある。
However, assembly of a container crane using a crane ship has the following problems.
First, since a crane ship floating on the sea is used, the work is easily affected by natural environments such as wind and rain, waves, and tide levels. Therefore, the assembly work may not be performed in bad weather.
 また、コンテナクレーンの組立のためにクレーン船を保有した場合、維持費が必要となる。そこで、クレーン船を借りて、コンテナクレーンの組立作業を行っているのが現状である。そのため、コンテナクレーンの組立作業スケジュールが、クレーン船のスケジュールによって制約を受けてしまう。また、クレーン船を借りる費用もかかるため、低コスト化が困難となっている。 Also, if you own a crane ship to assemble a container crane, maintenance costs will be required. Therefore, the present situation is that the crane crane is rented and the container crane is assembled. For this reason, the assembly work schedule of the container crane is restricted by the schedule of the crane ship. Moreover, since the cost of renting a crane ship is also high, it is difficult to reduce the cost.
 この発明は、大型のコンテナクレーンであっても、低コストかつ円滑に組立作業を行うことのできる構造物の組立設備、構造物の組立方法を提供する。 This invention provides an assembly facility for a structure and a method for assembling the structure that can be assembled smoothly at low cost even for a large container crane.
 上記の課題を解決するために以下の構成を採用する。
 この発明の第一の態様によれば、構造物の組立設備は、第1領域に設けられたクレーンを備える。この構造物の組立設備は、更に、前記第1領域よりも高さ位置の低い第2領域に設けられて、その上面で前記クレーンによって構造物が組み立てられるとともに、完成状態の前記構造物を前記第2領域の外部に搬送可能な搬送部を備える。
In order to solve the above problems, the following configuration is adopted.
According to the first aspect of the present invention, the assembly facility for a structure includes a crane provided in the first region. The structure assembly facility is further provided in a second region having a height position lower than that of the first region, and the structure is assembled by the crane on the upper surface thereof, and the completed structure is The conveyance part which can be conveyed outside the 2nd field is provided.
 この発明の第二の態様によれば、構造物の組立設備は、上記第一の態様の搬送部が、水面に浮かぶことが可能な浮体であり、外部から前記第2領域に導入された水に前記搬送部が浮いて、前記構造物を前記第2領域の外部に搬送可能とされているようにしてもよい。 According to the second aspect of the present invention, in the assembly equipment for a structure, the transport unit of the first aspect is a floating body that can float on the water surface, and water introduced into the second region from the outside. Alternatively, the transfer unit may be lifted so that the structure can be transferred to the outside of the second region.
 この発明の第三の態様によれば、構造物の組立設備は、上記第一の態様の前記搬送部が、走行可能な台車であるようにしてもよい。 According to the third aspect of the present invention, the assembly equipment for a structure may be configured such that the transport unit of the first aspect is a travelable carriage.
 この発明の第四の態様によれば、構造物の組立設備は、上記第三の態様の前記第2領域に、前記第1領域に向けて漸次高くなるよう傾斜面が形成され、前記搬送部が、前記傾斜面を経て前記第1領域から外部に前記構造物を搬送可能であるようにしてもよい。 According to a fourth aspect of the present invention, in the assembly facility for a structure, an inclined surface is formed in the second area of the third aspect so as to gradually increase toward the first area, However, the structure may be transported from the first region to the outside through the inclined surface.
 この発明の第五の態様によれば、構造物の組立方法は、第1領域に設けられたクレーンにより、前記第1領域よりも高さ位置の低い第2領域に設けられた搬送部の上面で、構造物を組み立てる組立工程を備える。この構造物の組立方法は、更に、組み立てられた前記構造物を、前記搬送部によって前記第2領域の外部に搬送する搬送工程を備える。 According to the fifth aspect of the present invention, the method for assembling the structure includes the crane provided in the first region, and the upper surface of the transport section provided in the second region having a height position lower than the first region. And an assembly process for assembling the structure. The structure assembling method further includes a transporting step of transporting the assembled structure to the outside of the second region by the transport unit.
 この発明の第六の態様によれば、構造物の組立方法は、上記第五の態様の前記搬送部が、水面に浮かぶことが可能な浮体であり、前記搬送工程が、外部から前記第2領域に水を導入し、該水に浮かんだ前記搬送部を、前記第2領域に連通する外部水域へ搬送するようにしてもよい。 According to a sixth aspect of the present invention, in the assembling method of the structure, the transfer unit according to the fifth aspect is a floating body that can float on the water surface, and the transfer step is performed from the outside. You may make it introduce | transduce water into an area | region and convey the said conveyance part which floated in this water to the external water area connected to a said 2nd area | region.
 この発明の第七の態様によれば、構造物の組立方法は、上記第五の態様の前記搬送部が、走行可能な台車であり、前記搬送工程が、前記搬送部を走行させて、前記構造物を前記第2領域の外部に搬送するようにしてもよい。 According to a seventh aspect of the present invention, in the method for assembling the structure, the transport unit according to the fifth aspect is a travelable carriage, and the transport step causes the transport unit to travel, The structure may be transported outside the second region.
 上述した構造物の組立設備、構造物の組立方法によれば、大型のコンテナクレーンであっても、低コストかつ円滑に組立作業を行うことが可能となる。 According to the structure assembling facility and the structure assembling method described above, even a large container crane can be assembled at low cost and smoothly.
この発明の第一実施形態における構造物の組立設備、構造物の組立方法により組み立てるコンテナクレーンの構成の一例を示す図である。It is a figure which shows an example of a structure of the container crane assembled by the assembly apparatus of the structure in 1st embodiment of this invention, and the assembly method of a structure. 上記構造物の組立設備を示す図である。It is a figure which shows the assembly equipment of the said structure. この発明の第一実施形態における浮体を浮上させた状態を示す図である。It is a figure which shows the state which floated the floating body in 1st embodiment of this invention. この発明の第一実施形態におけるコンテナクレーンの組立方法、据付方法の流れを示す図である。It is a figure which shows the flow of the assembly method and installation method of a container crane in 1st embodiment of this invention. この発明の第一実施形態の変形例における構造物の組立設備を示す図である。It is a figure which shows the assembly equipment of the structure in the modification of 1st embodiment of this invention. この発明の第二実施形態における構造物の組立設備、構造物の組立方法を示す図である。It is a figure which shows the assembly apparatus of the structure in 2nd embodiment of this invention, and the assembly method of a structure.
 以下、この発明の第一実施形態の構造物の組立設備、構造物の組立方法について図面に基づき説明する。 Hereinafter, a structure assembly facility and a structure assembly method according to the first embodiment of the present invention will be described with reference to the drawings.
 図1は、この実施形態における構造物の組立設備、構造物の組立方法により組み立てるコンテナクレーン(構造物)10の構成の一例を示す図である。
 図1に示すように、コンテナクレーン10は、下部構造部11と、下部構造部11上に設けられた上部構造部12とから構成されている。
FIG. 1 is a diagram illustrating an example of a configuration of a container crane (structure) 10 assembled by a structure assembly facility and a structure assembly method according to this embodiment.
As shown in FIG. 1, the container crane 10 includes a lower structure portion 11 and an upper structure portion 12 provided on the lower structure portion 11.
 下部構造部11は、上下方向に延びる鉄骨造の柱である。この下部構造部11は、四隅に設けられてそれぞれ上下方向に延びる支柱材13を備えている。下部構造部11は、支柱材13同士を連結する連結材14A,補強材14Bを備えている。 The lower structure part 11 is a steel-structured pillar extending in the vertical direction. The lower structure portion 11 includes support members 13 provided at the four corners and extending in the vertical direction. The lower structure 11 includes a connecting member 14A and a reinforcing member 14B that connect the support members 13 to each other.
 上部構造部12は、下部構造部11の上端部に設けられている。上部構造部12は、ガーダー15と、ブーム16と、支柱17とを備えている。
 ガーダー15は、水平方向に延びて上部構造部12から外周側にオーバーハングしている。支柱17は、ガーダー15の先端部に設けられている。ブーム16は、上方に向かって傾動可能とされている。図中、符号「18」は機械室、または電気室である。
The upper structure portion 12 is provided at the upper end portion of the lower structure portion 11. The upper structure unit 12 includes a girder 15, a boom 16, and a support column 17.
The girder 15 extends in the horizontal direction and overhangs from the upper structure portion 12 to the outer peripheral side. The support column 17 is provided at the tip of the girder 15. The boom 16 can be tilted upward. In the figure, reference numeral “18” denotes a machine room or an electric room.
 次に、上記コンテナクレーン10を組み立てるためのコンテナ組立設備(構造物の組立設備)20Aについて説明する。
 図2は、この実施形態におけるコンテナ組立設備20Aの構成を説明する図である。図3は、コンテナ組立設備20Aにおいて、バージ23を浮上させた状態を示す図である。
 図2に示すように、コンテナ組立設備20Aは、互いに高さが異なる第1フロア(第1領域)F1と第2フロア(第2領域)F2と、を有する。
Next, a container assembly facility (structure assembly facility) 20A for assembling the container crane 10 will be described.
FIG. 2 is a diagram illustrating the configuration of the container assembly facility 20A in this embodiment. FIG. 3 is a diagram illustrating a state in which the barge 23 is levitated in the container assembly facility 20A.
As illustrated in FIG. 2, the container assembly facility 20A includes a first floor (first region) F1 and a second floor (second region) F2 having different heights.
 第1フロアF1上には、組立用クレーン(クレーン)22が設置されている。この組立用クレーン22には、例えば、支柱22a上に、旋回部22bと、起伏アーム22cとを備えた、いわゆるジブクレーンを用いることができる。 An assembly crane (crane) 22 is installed on the first floor F1. As the assembling crane 22, for example, a so-called jib crane including a turning portion 22b and a hoisting arm 22c on a column 22a can be used.
 第2フロアF2は、第1フロアF1よりも高さ位置が低く形成されている。この第2フロアF2は、例えば第1フロアF1の一部を下方に向けて掘削して形成された凹状のピット21によって形成されている。このピット21の底面21bが第2フロアF2となっている。第2フロアF2を形成するピット21は、不図示の水門等を介して、河川や海等に連通可能とされている。ピット21には、不図示のポンプ等によって、外部から水を導入可能であるとともに、外部へ水を排出可能となっている。 The second floor F2 is formed at a lower height than the first floor F1. The second floor F2 is formed by, for example, a concave pit 21 formed by excavating a part of the first floor F1 downward. The bottom surface 21b of the pit 21 is the second floor F2. The pits 21 forming the second floor F2 can communicate with a river, the sea, etc. via a sluice (not shown). Water can be introduced into the pit 21 from the outside by a pump (not shown) or the like, and water can be discharged to the outside.
 第2フロアF2には、水面に浮かぶことが可能な浮体であるバージ(搬送部、浮体)23が設置される。図3に示すように、バージ23は、完成状態のコンテナクレーン10を搭載した状態で水面に浮かぶことができる大きさ、浮力を有している。バージ23は、完成状態のコンテナクレーン10を搭載した状態で、不図示の曳航船によって外部水域を曳航可能である。これにより、バージ23は、完成状態のコンテナクレーン10を外部水域に搬送可能とされている。 On the second floor F2, a barge (conveyance unit, floating body) 23 which is a floating body capable of floating on the water surface is installed. As shown in FIG. 3, the barge 23 has a size and a buoyancy that can float on the water surface in a state where the container crane 10 in a completed state is mounted. The barge 23 can tow the external water area with a tow ship (not shown) in a state where the container crane 10 in a completed state is mounted. Thereby, the barge 23 can convey the completed container crane 10 to an external water area.
 次に、上述したコンテナ組立設備20Aにおける、コンテナクレーン10の組立方法、据付方法について図4を参照しながら説明する。図4は、この実施形態におけるコンテナクレーン10の組立方法、据付方法の流れを示す図である。 Next, an assembly method and an installation method of the container crane 10 in the container assembly facility 20A described above will be described with reference to FIG. FIG. 4 is a diagram showing the flow of the assembly method and the installation method of the container crane 10 in this embodiment.
 まず、図2に示すように、第1フロアF1に設けられた組立用クレーン22により、第2フロアF2に設けられたバージ23上で、コンテナクレーン10を組み立てる(組立工程:ステップS101)。
 このとき、バージ23上で組み立てるコンテナクレーン10は、ワイヤロープ、仮設の鋼製アングル材等の固縛材25を介して、バージ23の上面23aに固定する。
First, as shown in FIG. 2, the container crane 10 is assembled on the barge 23 provided on the second floor F2 by the assembly crane 22 provided on the first floor F1 (assembly process: step S101).
At this time, the container crane 10 assembled on the barge 23 is fixed to the upper surface 23a of the barge 23 via a lashing material 25 such as a wire rope or a temporary steel angle material.
 次に、組み立てられたコンテナクレーン10を、バージ23によって第2フロアF2の外部に搬送する(搬送工程:ステップS102)。
 この際、図3に示すように、外部からピット21内に水を導入する。すると、コンテナクレーン10を搭載したバージ23が水に浮かぶ。ピット21内の水面が、不図示の外部水域と同レベルとされた後、不図示の水門等を開き、ピット21内を外部水域と連通させる。
 その後、バージ23を不図示の牽引船により牽引して、コンテナクレーン10を、所定の据付場所近傍の港湾まで搬送する。
Next, the assembled container crane 10 is conveyed outside the second floor F2 by the barge 23 (conveying step: step S102).
At this time, as shown in FIG. 3, water is introduced into the pit 21 from the outside. Then, the barge 23 carrying the container crane 10 floats on the water. After the water surface in the pit 21 is at the same level as the external water area (not shown), a water gate (not shown) is opened to communicate the inside of the pit 21 with the external water area.
Thereafter, the barge 23 is pulled by a tow boat (not shown), and the container crane 10 is transported to a harbor near a predetermined installation location.
 コンテナクレーン10を搭載したバージ23を、据付場所近傍の港湾まで搬送したら、バージ23を岸壁に接岸させる。そして、固縛材25を解き、コンテナクレーン10のバージ23への固定を解除する(据付工程:ステップS103)。
 次いで、コンテナクレーン10をバージ23から岸壁に移す。このとき、バージ23と岸壁の双方に、軌条を架け渡せば、コンテナクレーン10を岸壁に容易に移動させることができる。その後、コンテナクレーン10を、所定の据付場所まで移動させる。これにより、コンテナクレーン10の据付が完了する。
When the barge 23 carrying the container crane 10 is transported to the harbor near the installation location, the barge 23 is brought into contact with the quay. Then, the tying material 25 is unwound and the container crane 10 is released from being fixed to the barge 23 (installation step: step S103).
Next, the container crane 10 is moved from the barge 23 to the quay. At this time, the container crane 10 can be easily moved to the quay if a rail is installed on both the barge 23 and the quay. Thereafter, the container crane 10 is moved to a predetermined installation location. Thereby, the installation of the container crane 10 is completed.
 したがって、上述した第一実施形態のコンテナクレーン組立設備20A、および、コンテナクレーン10の組立方法によれば、コンテナクレーン10の組立を、第2フロアF2よりも高い第1フロアF1に設けられた組立用クレーン22を用いて行うことができる。そのため、組立用クレーン22に吊り上げ揚程の小さい小型のものを用いることが可能となる。
 また、コンテナクレーン10の組立を、バージ23上で行った後、完成状態のコンテナクレーン10を、そのままバージ23に載せたまま外部に搬送できるため、コンテナクレーン10の組立から搬送を、効率良く行うことができる。
 さらに、クレーン船を用いることなくコンテナクレーン10を組み立てることができるため、天候等の影響や、クレーン船側のスケジュールの影響を受けることがない。また、コンテナクレーン10の組立作業を円滑に進めることができる。さらに、クレーン船を借りる費用も不要であり、コストを抑えることができる。
 その結果、大型のコンテナクレーン10であっても、低コストかつ円滑に組立作業を行うことが可能となる。
Therefore, according to the container crane assembly facility 20A and the container crane 10 assembly method of the first embodiment described above, the assembly of the container crane 10 is assembled on the first floor F1 higher than the second floor F2. This can be carried out using the crane 22 for use. Therefore, it is possible to use a small crane having a small lifting lift for the assembling crane 22.
In addition, after the container crane 10 is assembled on the barge 23, the completed container crane 10 can be transported to the outside while being placed on the barge 23, so that the container crane 10 can be efficiently transported from the assembly to the container crane 10. be able to.
Furthermore, since the container crane 10 can be assembled without using a crane ship, it is not affected by the influence of the weather or the schedule of the crane ship side. Moreover, the assembly work of the container crane 10 can be smoothly advanced. Furthermore, the cost of renting a crane ship is unnecessary, and the cost can be reduced.
As a result, even a large container crane 10 can be assembled smoothly at low cost.
 ここで、コンテナクレーン組立設備20Aは、ピット21と組立用クレーン22とを備えた既存の造船所を用いることができる。これにより、設備コストを最小限に抑えることができる。また、これにより、稼働率の低い造船所や、利用しなくなった造船所を有効利用することもできる。 Here, the container ship assembling facility 20A can use an existing shipyard equipped with a pit 21 and an assembling crane 22. Thereby, equipment cost can be suppressed to the minimum. This also makes it possible to make effective use of shipyards with low operating rates and shipyards that are no longer used.
 さらに、バージ23上でコンテナクレーン10の組立を行うとともに、完成状態のコンテナクレーン10の搬送を、そのままバージ23上で行うようにしたことで、コンテナクレーン10の組立から搬送を効率良く行うことが可能となる。 Further, the container crane 10 is assembled on the barge 23, and the container crane 10 in the completed state is transported on the barge 23 as it is, so that the container crane 10 can be efficiently transported from the assembly. It becomes possible.
 なお、第一実施形態では、組立用クレーン22としてジブクレーンを用いるようにしたが、これに限られるものではない。図5は、第一実施形態に係るコンテナクレーン組立設備10Aの変形例を示す図である。
 図5に示すように、組立用クレーン22として、いわゆる門型クレーンを用いることもできる。この変形例における門型クレーンは、ピット21の両側に設けられた支柱22d,22dと、支柱22d,22d上に架設された天井レール22eと、を備えている。
In the first embodiment, a jib crane is used as the assembling crane 22. However, the present invention is not limited to this. FIG. 5 is a view showing a modified example of the container crane assembly facility 10A according to the first embodiment.
As shown in FIG. 5, a so-called portal crane can be used as the assembling crane 22. The portal crane in this modification includes support columns 22d and 22d provided on both sides of the pit 21, and ceiling rails 22e installed on the support columns 22d and 22d.
 次に、この発明の第二実施形態の構造物の組立設備、構造物の組立方法ついて説明する。なお、第二実施形態の説明においては、第一実施形態と共通する構成については図中に同符号を付してその説明を省略する。図6は、この実施形態に係るコンテナクレーン組立設備20Bおよびコンテナクレーン10の組立方法を示す図である。
 図6に示すように、コンテナクレーン組立設備(構造物の組立設備)20Bは、互いに高さが異なる第1フロア(第1領域)F11と第2フロア(第2領域)F12と、を有する。
 第1フロアF11上には、組立用クレーン22が設置されている。
 第2フロアF12は、第1フロアF11よりも高さ位置が低く形成されている。この実施形態において、第1フロアF11は、例えば地表面とされている。第2フロアF12は、例えば地表面を掘削することで形成することができる。
 第2フロアF12と第1フロアF11との間には、第2フロアF12から第1フロアF11に向けて漸次高くなるよう傾斜面Fsが形成されている。
Next, a structure assembly facility and a structure assembly method according to the second embodiment of the present invention will be described. In the description of the second embodiment, components that are the same as those in the first embodiment are denoted by the same reference numerals in the drawing and description thereof is omitted. FIG. 6 is a view showing a method for assembling the container crane assembly facility 20B and the container crane 10 according to this embodiment.
As shown in FIG. 6, the container crane assembly facility (structure assembly facility) 20B has a first floor (first region) F11 and a second floor (second region) F12 having different heights.
An assembly crane 22 is installed on the first floor F11.
The second floor F12 is formed at a lower height than the first floor F11. In this embodiment, the first floor F11 is, for example, the ground surface. The second floor F12 can be formed by excavating the ground surface, for example.
An inclined surface Fs is formed between the second floor F12 and the first floor F11 so as to gradually increase from the second floor F12 toward the first floor F11.
 このようなコンテナクレーン組立設備20Bにおいては、コンテナクレーン10を搭載可能な台車50が用いられる。台車50は、コンテナクレーン10を搭載する基台部51と、基台部51の下面に備えられた複数の車輪52と、を備えている。台車50は、駆動源を備えて自走可能なものとしてもよいし、他の牽引車両等によって牽引されて走行可能なものとしてもよい。 In such a container crane assembly facility 20B, a cart 50 on which the container crane 10 can be mounted is used. The carriage 50 includes a base portion 51 on which the container crane 10 is mounted, and a plurality of wheels 52 provided on the lower surface of the base portion 51. The carriage 50 may be provided with a drive source so as to be able to run on its own, or may be driven by being pulled by another towing vehicle or the like.
 次に、上述したコンテナクレーン組立設備20Bにおける、コンテナクレーン10の組立方法について説明する。この実施形態におけるコンテナクレーン10の組立方法は、上記第一実施形態と同様に、図4に示す組立工程(ステップS101)、搬送工程(ステップS102)、据付工程(ステップS103)を有している。そのため、コンテナクレーン組立設備20Bにおける、コンテナクレーン10の組立方法についての説明は、図4を援用して説明する。 Next, a method for assembling the container crane 10 in the container crane assembly facility 20B described above will be described. The assembly method of the container crane 10 in this embodiment has the assembly process (step S101), the conveyance process (step S102), and the installation process (step S103) shown in FIG. 4 as in the first embodiment. . Therefore, the description about the assembly method of the container crane 10 in the container crane assembly facility 20B will be described with reference to FIG.
 まず、第1フロアF11に設けられた組立用クレーン22により、第2フロアF12に設けられた台車50上で、コンテナクレーン10を組み立てる(組立工程:ステップS101)。
 このとき、台車50上で組み立てるコンテナクレーン10は、固縛材25を介して、台車50に固定するのが好ましい。
First, the container crane 10 is assembled on the cart 50 provided on the second floor F12 by the assembly crane 22 provided on the first floor F11 (assembly process: step S101).
At this time, it is preferable that the container crane 10 assembled on the carriage 50 is fixed to the carriage 50 via the lashing material 25.
 次に、台車50上で組み立てられたコンテナクレーン10を、台車50によって第2フロアF12の外部に搬送する(搬送工程:ステップS102)。これには、不図示の牽引車両や、ウインチ等によって、完成状態のコンテナクレーン10を搭載した台車50を、第2フロアF12から傾斜面Fsを経て第1フロアF11に移動させる。
 この後、コンテナクレーン10を、第1フロアF11からバージや運搬船に載せ、当該コンテナクレーン10の据付場所近傍の港湾まで搬送していく。このとき、コンテナクレーン10は、台車50に載せたままバージや運搬船に載せてもよいし、コンテナクレーン10のみをバージや運搬船に載せてもよい。
Next, the container crane 10 assembled on the carriage 50 is conveyed to the outside of the second floor F12 by the carriage 50 (conveying step: step S102). For this purpose, the carriage 50 on which the container crane 10 in a completed state is mounted is moved from the second floor F12 to the first floor F11 via the inclined surface Fs by a towing vehicle (not shown) or a winch.
Thereafter, the container crane 10 is placed on a barge or a transport ship from the first floor F11 and is transported to a port near the installation location of the container crane 10. At this time, the container crane 10 may be placed on a barge or a transport ship while being placed on the carriage 50, or only the container crane 10 may be placed on a barge or a transport ship.
 上記コンテナクレーン10を、据付場所近傍の港湾まで搬送したら、コンテナクレーン10をバージや運搬船から岸壁に移す。この後は、岸壁上に敷設した軌条に沿って、コンテナクレーン10を、所定の据付場所まで移動させる(据付工程:ステップS103)。これにより、コンテナクレーン10の据付が完了する。 When the container crane 10 is transported to the harbor near the installation site, the container crane 10 is moved from the barge or the transport ship to the quay. Thereafter, the container crane 10 is moved to a predetermined installation location along the rails laid on the quay (installation step: step S103). Thereby, the installation of the container crane 10 is completed.
 したがって、上述した第二実施形態のコンテナクレーン組立設備20B、および、コンテナクレーン10の組立方法によれば、コンテナクレーン10の組立を、第2フロアF12よりも高い第1フロアF11に設けられた組立用クレーン22を用いて行うことができる。そのため、上記第一実施形態と同様、大型のコンテナクレーン10であっても、低コストかつ円滑に組立作業を行うことが可能となる。  Therefore, according to the container crane assembly facility 20B and the container crane 10 assembly method of the second embodiment described above, the assembly of the container crane 10 is assembled on the first floor F11 higher than the second floor F12. This can be carried out using the crane 22 for use. Therefore, as with the first embodiment, even a large container crane 10 can be assembled smoothly at low cost. *
 また、コンテナクレーン10の組立を、台車50上で行った後、完成状態のコンテナクレーン10を、そのまま台車50に載せたまま外部に搬送できる。したがって、コンテナクレーン10の組立から搬送を、効率良く行うことができる。 Further, after the assembly of the container crane 10 is performed on the carriage 50, the completed container crane 10 can be transported to the outside while being mounted on the carriage 50 as it is. Therefore, the container crane 10 can be efficiently transported from assembling.
 なお、上記第二実施形態では、第1フロアF11を地表面レベルに設定し、第2フロアF12をそれよりも低く設定するようにしたが、これに限るものではない。例えば、第2フロアF12を地表面と同等レベルとし、第1フロアF11をそれよりも高い、高台、土手、各種の構造物上に設置してもよい。この場合、傾斜面Fsを設けず、第1フロアF11から、そのまま、バージや運搬船に搭載することができる。その結果、コンテナクレーン10を搭載した台車50を、傾斜面Fsを登らせる必要がなくなる。したがって、完成したコンテナクレーン10を、より効率良く搬送することが可能となる。 In the second embodiment, the first floor F11 is set at the ground level and the second floor F12 is set lower than that. However, the present invention is not limited to this. For example, the second floor F12 may be set to the same level as the ground surface, and the first floor F11 may be installed on a higher ground, a bank, or various structures. In this case, the inclined surface Fs is not provided, and the first floor F11 can be directly mounted on a barge or a transport ship. As a result, it is not necessary for the cart 50 on which the container crane 10 is mounted to climb the inclined surface Fs. Therefore, the completed container crane 10 can be transported more efficiently.
 この発明は、上述した各実施形態の構成に限られるものではなく、その要旨を逸脱しない範囲で設計変更可能である。
 例えば、コンテナクレーン10の構成については、上述した各実施形態の構成に何ら限られるものではない。
 さらに、上記各実施形態では、コンテナクレーン10を組立対象としたが、これに限られるものではない。例えば、港湾等に設置される各種の大型構造物であれば、この発明を同様に適用することができる。
The present invention is not limited to the configuration of each of the embodiments described above, and the design can be changed without departing from the gist thereof.
For example, the configuration of the container crane 10 is not limited to the configuration of each embodiment described above.
Furthermore, in each said embodiment, although the container crane 10 was made into assembly object, it is not restricted to this. For example, the present invention can be similarly applied to various large structures installed in a harbor or the like.
 また、コンテナクレーン組立設備20A、20Bから搬出した後は、コンテナクレーン10をいかなる手段で据付場所まで搬送してもよい。 Further, after the container crane assembly facilities 20A and 20B are carried out, the container crane 10 may be transported to the installation place by any means.
 構造物の組立を、第2領域よりも高い第1領域に設けられたクレーンを用いて行うとともに、構造物の組立を搬送部上で行った後、完成状態の構造物を、搬送部に載せたまま外部に搬送することで、大型のコンテナクレーンであっても、低コストかつ円滑に組立作業を行うことが可能となる。 The assembly of the structure is performed using a crane provided in the first region higher than the second region, and after the structure is assembled on the transport unit, the completed structure is placed on the transport unit. By carrying it outside, it is possible to carry out assembly work smoothly at low cost even with a large container crane.
 10  コンテナクレーン(構造物)
 11  下部構造部
 12  上部構造部
 13  支柱材
 14A  連結材
 14B  補強材
 15  ガーダー
 16  ブーム
 18  機械室/電気室
 20A,20B  コンテナ組立設備(構造物の組立設備)
 21  ピット
 21b  底面
 22  組立用クレーン(クレーン)
 23  バージ(搬送部、浮体)
 23a  上面
 25  固縛材
 50  台車
 51  基台部
 52  車輪
 F1,F11  第1フロア(第1領域)
 F2,F12  第2フロア(第2領域)
 Fs  傾斜面
10 Container crane (structure)
DESCRIPTION OF SYMBOLS 11 Lower structure part 12 Upper structure part 13 Support | pillar material 14A Connection material 14B Reinforcement material 15 Girder 16 Boom 18 Machine room / electric room 20A, 20B Container assembly facility (structure assembly facility)
21 Pit 21b Bottom 22 Assembly crane (crane)
23 Barge (conveyance unit, floating body)
23a upper surface 25 lashing material 50 cart 51 base unit 52 wheels F1, F11 first floor (first region)
F2, F12 2nd floor (2nd area)
Fs inclined surface

Claims (7)

  1.  第1領域に設けられたクレーンと、
     前記第1領域よりも高さ位置の低い第2領域に設けられて、その上面で前記クレーンによって構造物が組み立てられるとともに、完成状態の前記構造物を前記第2領域の外部に搬送可能な搬送部と、
    を備えることを特徴とする構造物の組立設備。
    A crane provided in the first region;
    Transport that is provided in a second region that is lower in height than the first region, and that allows the structure to be assembled by the crane on its upper surface and that can transport the completed structure to the outside of the second region. And
    A structure assembly facility characterized by comprising:
  2.  前記搬送部は、水面に浮かぶことが可能な浮体であり、外部から前記第2領域に導入された水に前記搬送部が浮いて、前記構造物を前記第2領域の外部に搬送可能とされている請求項1に記載の構造物の組立設備。 The transport unit is a floating body that can float on a water surface, and the transport unit floats on water introduced into the second region from the outside, so that the structure can be transported to the outside of the second region. The assembly equipment for a structure according to claim 1.
  3.  前記搬送部は、走行可能な台車である請求項1に記載の構造物の組立設備。 2. The structure assembling facility according to claim 1, wherein the transport unit is a dolly capable of traveling.
  4.  前記第2領域に、前記第1領域に向けて漸次高くなるよう傾斜面が形成され、
     前記搬送部は、前記傾斜面を経て前記第1領域から外部に前記構造物を搬送可能である請求項3に記載の構造物の組立設備。
    An inclined surface is formed in the second region so as to gradually increase toward the first region,
    The structure assembling facility according to claim 3, wherein the transfer unit is capable of transferring the structure from the first region to the outside through the inclined surface.
  5.  第1領域に設けられたクレーンにより、前記第1領域よりも高さ位置の低い第2領域に設けられた搬送部の上面で、構造物を組み立てる組立工程と、
     組み立てられた前記構造物を、前記搬送部によって前記第2領域の外部に搬送する搬送工程と、
    を備えることを特徴とする構造物の組立方法。
    An assembling step of assembling a structure on the upper surface of the transport unit provided in the second region having a height position lower than that of the first region by a crane provided in the first region;
    A transport step of transporting the assembled structure to the outside of the second region by the transport unit;
    A method for assembling a structure, comprising:
  6.  前記搬送部は、水面に浮かぶことが可能な浮体であり、
     前記搬送工程は、外部から前記第2領域に水を導入し、該水に浮かんだ前記搬送部を、前記第2領域に連通する外部水域へ搬送する請求項5に記載の構造物の組立方法。
    The transport unit is a floating body that can float on the water surface,
    6. The method of assembling a structure according to claim 5, wherein in the transporting step, water is introduced from the outside into the second region, and the transporting part floating in the water is transported to an external water region communicating with the second region. .
  7.  前記搬送部は、走行可能な台車であり、
     前記搬送工程は、前記搬送部を走行させて、前記構造物を前記第2領域の外部に搬送する請求項5に記載の構造物の組立方法。
    The transport unit is a dolly that can travel,
    6. The method of assembling a structure according to claim 5, wherein, in the transporting step, the transporting unit travels to transport the structure to the outside of the second region.
PCT/JP2013/077322 2013-10-08 2013-10-08 Structure assembling equipment and structure assembling method WO2015052770A1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110371853A (en) * 2019-07-22 2019-10-25 上海振华重工(集团)股份有限公司 A kind of modularization total coating process of straddle carrier

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58199280A (en) * 1982-05-06 1983-11-19 Nippon Kokan Kk <Nkk> Method of manufacturing steel caisson with deep draft
JPH0986485A (en) * 1995-09-28 1997-03-31 Ishikawajima Harima Heavy Ind Co Ltd Manufacturing work method and repair work method for large structure, and barge used for execution of the methods
JPH09240988A (en) * 1996-03-12 1997-09-16 Sankyu Inc Assembling method of bridge crane

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58199280A (en) * 1982-05-06 1983-11-19 Nippon Kokan Kk <Nkk> Method of manufacturing steel caisson with deep draft
JPH0986485A (en) * 1995-09-28 1997-03-31 Ishikawajima Harima Heavy Ind Co Ltd Manufacturing work method and repair work method for large structure, and barge used for execution of the methods
JPH09240988A (en) * 1996-03-12 1997-09-16 Sankyu Inc Assembling method of bridge crane

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110371853A (en) * 2019-07-22 2019-10-25 上海振华重工(集团)股份有限公司 A kind of modularization total coating process of straddle carrier

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