JP4397716B2 - Heavy object placement method and system - Google Patents

Heavy object placement method and system Download PDF

Info

Publication number
JP4397716B2
JP4397716B2 JP2004089747A JP2004089747A JP4397716B2 JP 4397716 B2 JP4397716 B2 JP 4397716B2 JP 2004089747 A JP2004089747 A JP 2004089747A JP 2004089747 A JP2004089747 A JP 2004089747A JP 4397716 B2 JP4397716 B2 JP 4397716B2
Authority
JP
Japan
Prior art keywords
heavy object
upper support
horizontal member
support frame
frame
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
JP2004089747A
Other languages
Japanese (ja)
Other versions
JP2005271790A (en
Inventor
健一 植田
勝信 佐野
一彦 手塚
Original Assignee
山九株式会社
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 山九株式会社 filed Critical 山九株式会社
Priority to JP2004089747A priority Critical patent/JP4397716B2/en
Publication of JP2005271790A publication Critical patent/JP2005271790A/en
Application granted granted Critical
Publication of JP4397716B2 publication Critical patent/JP4397716B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

本発明は、第1の場所に設けられた対となる第1の架台に支持されている長尺の重量物を第2の場所に設けられた対となる第2の架台に載せ換える重量物の載置方法及びそのシステムに関する。
ここで、重量物とは、例えば、橋桁、大型プラントの一部、建築物の一部を指す。
The present invention relates to a heavy article in which a long heavy article supported by a pair of first bases provided at a first place is replaced with a pair of second bases provided at a second place. It is related with the mounting method and its system.
Here, a heavy article refers to a bridge girder, a part of a large plant, and a part of a building, for example.

道路通行止めを伴う橋梁架設工事等では、限られた時間と限られたエリア内で作業を完結することが求められている。このため、架設場所とは離れた場所で組み立てられた橋梁を架設場所まで輸送して、橋脚上等の高所位置に据えつけることが行われていた。
従って、橋梁の据付には、重量物を運搬する輸送設備と、重量物を高所まで持ち上げて据えつける昇降設備の双方が必要不可欠の設備になっていた。しかし、工事の特性、作業コスト、作業効率等を考えると、輸送設備と昇降設備の運用を常に最適条件で行うことは不可能であった。
そこで、重量物を輸送する自走式トランスポーターにジャッキ又はリフター等の重量物専用の昇降設備を積載して、自走式トランスポーターに昇降機能を付加して使用することが提案されている(例えば、特許文献1参照)。
In bridge construction work with road closures, it is required to complete work within a limited time and in a limited area. For this reason, it has been practiced to transport a bridge assembled at a location distant from the installation location to the installation location and install it at a high position on the pier.
Therefore, for installation of bridges, both transportation equipment for transporting heavy objects and lifting equipment for lifting heavy objects up to high places have become indispensable facilities. However, considering the construction characteristics, work costs, work efficiency, etc., it was impossible to always operate the transport equipment and the lifting equipment under the optimum conditions.
Therefore, it has been proposed to use a self-propelled transporter that transports heavy objects with a lifting device dedicated to heavy objects such as a jack or a lifter, and to use the self-propelled transporter with a lifting function ( For example, see Patent Document 1).

特開2001−98512号公報JP 2001-98512 A

しかしながら、特許文献1に記載された昇降機能が付加された自走式トランスポーターでは、昇降設備の昇降範囲(ストローク)が短い(例えば、最大で2100mm)ため、重量物を高所まで持ち上げることができないという問題があった。そこで、橋梁のように架設場所が高所に位置する工事では昇降距離が大きくなるため、重量物を持ち上げるために別途大型のクレーン等の機材を併用する必要があった。
このため、工事コスト、作業時間、作業エリアが大幅に増大するという問題が生じていた。
However, in the self-propelled transporter to which the lifting function described in Patent Document 1 is added, the lifting range (stroke) of the lifting equipment is short (for example, 2100 mm at the maximum), so that a heavy object can be lifted to a high place. There was a problem that I could not. Therefore, in construction where the construction site is located at a high place such as a bridge, the lifting distance becomes large, so it is necessary to use a large crane or other equipment together to lift heavy objects.
For this reason, the problem that construction cost, work time, and work area increase significantly has arisen.

本発明はかかる事情に鑑みてなされたもので、高所に載置された重量物を高所で受け取りその高さを保持した状態で安定を確保しながら運搬し高所に載置することが可能な重量物の載置方法及びそのシステムを提供することを目的とする。 The present invention has been made in view of such circumstances, and can receive a heavy article placed at a high place at a high place, transport it while maintaining its height, and place it at a high place. It is an object of the present invention to provide a method and system for placing possible heavy objects.

前記目的に沿う請求項1記載の重量物の載置方法は、第1の場所に設けられた対となる第1の架台に載置されている長尺の重量物を、第2の場所に設けられた対となる第2の架台まで運搬して載置する重量物の載置方法において、
両側にそれぞれ複数のタイヤが取付けられ、垂直軸回りに回転可能な車軸を有する自走式運搬台車を前記第1の架台間に進入させ、前記重量物の重心位置を該自走式運搬台車の載置台の前後及び左右に分散配置した複数の昇降手段で囲まれた領域内に配置する第1工程と、
複数の前記昇降手段を駆動させ、直方体状の単位架構を高さ方向に連結して構成された複数の上段支持架構からなる上段支持架構群で支えられて前記載置台に置かれた長尺の水平部材を、該水平部材に上端が固定された前記上段支持架構群と共に上昇させて、前記第1の架台に載置されている前記重量物を該水平部材を介して持ち上げ前記自走式運搬台車に載せる第2工程と、
前記上段支持架構群の下端と前記載置台の間に形成される各隙間に、前記重量物を持ち上げる高さと前記上段支持架構群の高さに基づいて予め調整された高さを有する下段支持架構をそれぞれ挿入し該上段支持架構群の下端に連結してから前記各昇降手段を駆動させて前記水平部材を降下させて該下段支持架構の下端を該載置台に固定し、前記重量物を前記載置台上で前記第2の架台に載置する高さより高所位置で支持する第3工程と、
前記自走式運搬台車を前記第2の架台まで移動させ該第2の架台間に進入させる第4工程と、
前記各昇降手段を駆動させ前記水平部材を介して前記重量物を持ち上げ前記下段支持架構を前記各隙間から取り除き、該各昇降手段を再度駆動させ該水平部材を介して該重量物を降下させて前記第2の架台に載置する第5工程とを有している。
The heavy article placement method according to claim 1, which meets the above-mentioned purpose, allows a long heavy article placed on a pair of first stands provided at the first place to be placed at the second place. In the loading method of the heavy article to be transported and placed to the provided second gantry,
A self-propelled transport carriage having a plurality of tires attached to both sides and having an axle rotatable around a vertical axis is made to enter between the first mounts, and the center of gravity position of the heavy load is set on the self-propelled transport carriage. A first step of arranging in a region surrounded by a plurality of lifting and lowering means distributed on the front and rear and left and right of the mounting table;
A plurality of elevating means is driven to support the upper support frame group composed of a plurality of upper support frames configured by connecting the rectangular parallelepiped unit frames in the height direction . A self-propelled transport is carried out by raising a horizontal member together with the upper support frame group whose upper end is fixed to the horizontal member and lifting the heavy object placed on the first frame via the horizontal member. A second step of placing on the carriage,
A lower support frame having a height adjusted in advance based on a height for lifting the heavy object and a height of the upper support frame group in each gap formed between the lower end of the upper support frame group and the mounting table. Is inserted into each of the upper support frames, and each of the elevating means is driven to lower the horizontal member to fix the lower ends of the lower support frames to the mounting table. A third step of supporting at a higher position than the height of mounting on the second frame on the mounting table;
A fourth step of moving the self-propelled carriage to the second frame and entering between the second frames;
The lifting means is driven to lift the heavy object through the horizontal member, the lower support frame is removed from the gaps, the lifting means is driven again, and the heavy object is lowered through the horizontal member. And a fifth step of placing on the second frame.

重量物の重心位置を自走式運搬台車の載置台上に分散配置した複数の昇降手段で囲まれた領域内に配置することにより、自走式運搬台車の水平移動(自走式運搬台車の第1の架台間への進入、第1の架台から第2の架台への移動、及び第2の架台間への進入)時の重量物の安定性を確保できる。
また、水平部材は上段支持架構群の下端に連結され載置台に固定される下段支持架構により載置台上で支持されるので、自走式運搬台車の水平移動時に水平部材を介して重量物を安定して支持することができる。
更に、上段支持架構群の下端に下段支持架構を挿入するようにしているため、持ち上げた重量物を水平部材を介してその高さ位置近傍で容易に保持することができると共に、下段支持架構を各隙間から取り除くことで支持している重量物の降下を直ちに開始することができる。
なお、重量物は第2の架台の載置高さより高い位置で支持されて運搬されるので、自走式運搬台車を第2の架台間に進入させても、第2の架台と干渉することはない。
By placing the center of gravity of heavy objects in an area surrounded by a plurality of lifting means distributed on the platform of the self-propelled transport cart, the self-propelled transport cart can be moved horizontally (the self-propelled transport cart It is possible to ensure the stability of heavy objects when entering between the first mounts, moving from the first mount to the second mount, and entering between the second mounts).
In addition, since the horizontal member is supported on the mounting table by the lower support frame that is connected to the lower end of the upper support frame group and is fixed to the mounting table, a heavy object is transferred via the horizontal member when the self-propelled transport cart is moved horizontally. It can be supported stably.
Further, since the lower support frame is inserted into the lower end of the upper support frame group, the lifted heavy object can be easily held near the height position via the horizontal member, and the lower support frame is mounted. By removing from each gap, the descent of the supporting heavy object can be started immediately.
In addition, since the heavy object is supported and transported at a position higher than the mounting height of the second gantry, even if the self-propelled transport trolley enters between the second gantry, it interferes with the second gantry. There is no.

請求項記載の重量物の載置方法は、請求項1記載の重量物の載置方法において、前記下段支持架構は予め前記載置台に積載され、該載置台上でスライドさせることにより前記第3工程で前記隙間に挿入し、前記第5工程で該隙間から取り除く Mounting method according to claim 2 heavy described, the in mounting method of claim 1 Symbol placement of heavy, the lower support Frames are stacked in advance the mounting table, by sliding on the placing stand It is inserted into the gap in the third step and removed from the gap in the fifth step .

前記目的に沿う請求項記載の重量物の載置システムは、第1の場所に設けられた対となる第1の架台に支持されている長尺の重量物を第2の場所に設けられた対となる第2の架台まで運搬して載置する重量物の載置システムにおいて、
両側にそれぞれ複数のタイヤが取付けられ、垂直軸回りに回転可能な車軸を有し、前記第1の架台間及び前記第2の架台間に進入可能な自走式運搬台車と、
直方体状の単位架構を高さ方向に連結して構成された複数の上段支持架構からなる上段支持架構群で支えられて前記自走式運搬台車の載置台に載置可能な長尺の水平部材と
前記載置台の前後及び左右に分散配置され、前記自走式運搬台車に前記重量物を載せる際に前記水平部材を、該水平部材に上端が固定された前記上段支持架構群と共に上昇させて前記第1の架台に載置されている前記重量物を該水平部材を介して前記第2の架台に載置する高さより高所位置に持ち上げ可能で、前記重量物を前記第2の架台に載置する際に前記水平部材を介して該重量物を持ち上げてから降下可能な複数の昇降手段と、
前記重量物を前記第1の架台から前記第2の架台まで運搬する際に前記上段支持架構群の下端と前記載置台の間に形成される各隙間に挿入され該上段支持架構群の下端に連結可能で前記載置台に固定されて前記重量物を該載置台上で前記第2の架台に載置する高さより高所位置で支持可能で、該第2の架台に該重量物を載置する際に前記隙間から取り除き可能な複数の下段支持架構とを有する。
The heavy article placement system according to claim 3, which meets the above-mentioned purpose, is provided with a long heavy article supported at the first place as a pair provided at the first place at the second place. In the heavy load placement system that transports and places the second pair of mounts,
A plurality of tires attached to both sides, a self-propelled transport cart that has an axle that can rotate about a vertical axis, and that can enter between the first frame and the second frame;
A long horizontal member that is supported by an upper support frame group composed of a plurality of upper support frames formed by connecting rectangular parallelepiped unit frames in the height direction and can be mounted on the mounting table of the self-propelled transport carriage. and,
The horizontal member is dispersedly arranged on the front and rear and left and right of the mounting table, and the horizontal member is lifted together with the upper support frame group whose upper end is fixed to the horizontal member when the heavy object is placed on the self-propelled transport cart. The heavy object placed on the first frame can be lifted to a position higher than the height of the heavy object placed on the second frame via the horizontal member, and the heavy object is loaded on the second frame. A plurality of elevating means capable of lowering after lifting the heavy object through the horizontal member when placing;
When the heavy object is transported from the first frame to the second frame, the heavy object is inserted into each gap formed between the lower end of the upper support frame group and the mounting table, and the lower end of the upper support frame group. The heavy object can be connected and fixed to the mounting table, and can be supported at a position higher than the height at which the heavy object is mounted on the second frame. The heavy object is mounted on the second frame. And a plurality of lower support frames that can be removed from the gap.

請求項1及び2記載の重量物の載置方法においては、重量物を上段支持架構群に固定、支持された水平部材で下段支持架構を介して自走式運搬台車の載置台上に支持することにより自走式運搬台車の水平移動時の重量物の安定性を確保することができ、重量物の脱落、破損を防止して運搬することが可能になる。
また、自走式運搬台車に積載された重量物は第2の架台への載置高さより高く支持されているので、自走式運搬台車を第2の架台間に第2の架台と干渉せずに進入させることができ、自走式運搬台車が第2の架台間に進入した後重量物を昇降手段を用いて降下させることにより第2の架台に直ちに載せ換えることが可能になる。その結果、作業時間の短縮を図ることが可能になる。
In the heavy article mounting method according to claim 1 or 2 , the heavy article is fixed to the upper support frame group and supported by the supported horizontal member on the mounting table of the self-propelled transport cart via the lower support frame. As a result, it is possible to ensure the stability of the heavy load when the self-propelled transport cart is moved horizontally, and it is possible to transport the load while preventing the heavy load from falling off or being damaged.
In addition, since the heavy object loaded on the self-propelled transport cart is supported higher than the mounting height on the second stand, the self-propelled transport cart can interfere with the second stand between the second stands. After the self-propelled transport cart enters between the second mounts, it is possible to immediately replace the heavy load with the second mount by lowering the heavy load using the lifting means. As a result, the working time can be shortened.

特に、請求項記載の重量物の載置方法においては、下段支持架構は予め載置台に積載され、載置台上でスライドさせることにより隙間に挿入し、隙間から取り除くので、下段支持架構の取付け、取り除きを短時間で行うことができ、作業効率を向上させることが可能になる。 In particular, in the method for placing a heavy article according to claim 2 , the lower support frame is loaded in advance on the mounting table, inserted into the gap by sliding on the mounting table, and removed from the gap. The removal can be performed in a short time, and the working efficiency can be improved.

請求項記載の重量物の載置システムにおいては、上端が固定された上段支持架構群で支持される水平部材と、水平部材を上段支持架構群と共に昇降する昇降手段を積載する自走式運搬台車と、上段支持架構群の下端に連結されると共に自走式運搬台車の載置台に固定される下段支持架構を有するので、重量物の第1の架台から自走式運搬台車への積載、第2の架台までの運搬、第2の架台への載置を他の機材の使用を伴わず自己完結で行うことが可能になる。
また、自走式運搬台車に積載された重量物は第2の架台への載置高さより高い位置で支持されるので、自走式運搬台車を第2の架台と干渉せずに第2の架台間に進入させることができ、重量物を昇降手段を用いて降下させることにより第2の架台に直ちに載せ換えることが可能になる。その結果、別途大型のクレーン等の機材を使用せずに重量物を第2の架台に載置することが可能になり、作業エリアの増大を防止し、工事コストの低減、作業時間の短縮を図ることが可能になる。
4. The heavy load placement system according to claim 3, wherein a horizontal member supported by an upper support frame group having a fixed upper end and a lifting / lowering means for lifting and lowering the horizontal member together with the upper support frame group are loaded. Since it has a lower stage support frame that is connected to the lower end of the carriage and the upper stage support frame group and is fixed to the mounting table of the self-propelled conveyance carriage, the loading of heavy objects from the first frame to the self-propelled conveyance carriage, Transportation to the second frame and placement on the second frame can be performed in a self-contained manner without using other equipment.
In addition, since the heavy object loaded on the self-propelled transport cart is supported at a position higher than the mounting height on the second base, the second base without interfering the self-propelled transport cart with the second base. It is possible to enter between the gantry, and it is possible to immediately replace the heavy object on the second gantry by lowering the heavy object using the elevating means. As a result, it is possible to place heavy objects on the second frame without using equipment such as a separate large crane, preventing an increase in work area, reducing construction costs, and shortening work time. It becomes possible to plan.

続いて、添付した図面を参照しつつ、本発明を具体化した実施の形態につき説明し、本発明の理解に供する。
ここで、図1(A)は本発明の第1の実施の形態に係る重量物の載置システムの側面図、(B)は図1(A)の矢視P−P断面図、図2は同重量物の載置システムの平面図、図3(A)は同重量物の載置システムが重量物を積載したときの状態を示す側面図、(B)は図3(A)の矢視Q−Q断面図、図4は本発明の第1の実施の形態に係る重量物の載置方法において重量物の載置システムが第1の架台間に進入した際の状態を示す説明図、図5は同重量物の載置システムが第1の架台間に載置された重量物の持ち上げを開始した際の状態を示す説明図、図6は同重量物の載置システムが重量物を持ち上げた際の状態を示す説明図、図7は同重量物の載置システムが重量物を積載して第2の架台間に進入した際の状態を示す説明図、図8は同重量物の載置システムが重量物を第2の架台に載置する際の状態を示す説明図である。
Next, embodiments of the present invention will be described with reference to the accompanying drawings for understanding of the present invention.
Here, FIG. 1 (A) is a side view of the heavy article placement system according to the first embodiment of the present invention, FIG. 1 (B) is a cross-sectional view taken along the line PP in FIG. Is a plan view of the loading system for the same heavy object, FIG. 3 (A) is a side view showing the state when the loading system for the same heavy object is loaded, and (B) is an arrow in FIG. 3 (A). Q-Q sectional view, FIG. 4 is an explanatory view showing a state when the heavy article placement system enters between the first gantry in the heavy article placement method according to the first embodiment of the present invention. FIG. 5 is an explanatory view showing a state when the loading system for the same heavy object starts to lift the heavy object placed between the first gantry, and FIG. FIG. 7 is an explanatory view showing a state when the heavy object loading system loads the heavy object and enters between the second frames, and FIG. Placing the system in the amount thereof is an explanatory view showing a state when placing a heavy in the second frame.

図1(A)、(B)、図2、図3(A)、(B)に示すように、本発明の第1の実施の形態に係る重量物の載置システム10は、対となる第1の架台の一例である地組立架台12(図4参照)に載置された重量物の一例である橋桁11を別の場所に設けられた対となる第2の架台の一例である橋脚13(図7参照)まで運搬して載置するシステムであって、地組立架台12間及び橋脚13間に進入可能な自走式運搬台車14と、上端が固定された状態の上段支持架構群15で支えられて自走式運搬台車14の載置台16に載置可能な長尺の水平部材17を有している。
また、重量物の載置システム10は、載置台16の前後及び左右に分散配置され、自走式運搬台車14に橋桁11を載せる際に水平部材17を上段支持架構群15と共に上昇させて地組立架台12に載置されている橋桁11を水平部材17を介して橋脚13に載置する高さより高所位置に持ち上げ可能で、橋桁11を橋脚13に載置する際に水平部材17を介して橋桁11を持ち上げてから降下できる複数の昇降手段18を有している。
更に、重量物の載置システム10は、橋桁11を地組立架台12から橋脚13まで運搬する際に各上段支持架構群15の下端と載置台16の間に形成される各隙間66(図6参照)に挿入され各上段支持架構群15の下端に連結可能で、載置台16に固定されて橋桁11を載置台16上で橋脚13に載置する高さより高所位置で支持でき、橋脚13に橋桁11を載置する際に隙間66から取り除くことができる複数の下段支持架構19を有している。以下これらについて、詳細に説明する。
As shown in FIG. 1 (A), (B), FIG. 2, FIG. 3 (A), (B), the heavy article placement system 10 according to the first embodiment of the present invention is paired. A bridge pier which is an example of a second gantry paired with a bridge girder 11 which is an example of a heavy object placed on a ground assembly gantry 12 (see FIG. 4) which is an example of a first gantry. 13 (refer to FIG. 7) is a system for transporting and mounting, and a self-propelled transport carriage 14 capable of entering between the ground assembly mounts 12 and the piers 13 and an upper support frame in a state where the upper ends are fixed. A long horizontal member 17 that is supported by 15 and can be placed on the placing table 16 of the self-propelled transport carriage 14 is provided.
In addition, the heavy load placement system 10 is distributed in the front, rear, left and right of the placement table 16, and when the bridge girder 11 is placed on the self-propelled transport carriage 14, the horizontal member 17 is raised together with the upper support frame group 15. The bridge girder 11 placed on the assembly frame 12 can be lifted to a higher position than the height at which the bridge girder 11 is placed on the pier 13 via the horizontal member 17, and when the bridge girder 11 is placed on the pier 13 via the horizontal member 17. A plurality of lifting and lowering means 18 that can lift the bridge girder 11 and then lower it.
Furthermore, the heavy article mounting system 10 has a gap 66 (see FIG. 6) formed between the lower end of each upper support frame group 15 and the mounting table 16 when the bridge girder 11 is transported from the ground assembly frame 12 to the pier 13. And can be connected to the lower end of each upper support frame group 15, fixed to the mounting table 16, and can support the bridge girder 11 at a higher position than the height on the mounting table 16 mounted on the pier 13. A plurality of lower support frames 19 that can be removed from the gap 66 when the bridge girder 11 is placed on the bridge girder 11 are provided. These will be described in detail below.

自走式運搬台車14は、例えば、第1台車群20と、第1台車群20に並べて配置される第2台車群21と、第1台車群20と第2台車群21を連結して一体化する連結部材22を有している。
第1台車群20は運転席が設けられたキャビン付車輛23に、後端側に油圧源24を取付けた増結車25を連結して構成されており、第2台車群21は増結車26に、後端側に油圧源27を取付けた増結車28を連結して構成されている。更に、キャビン付車輛23、増結車25、26、28において、自走式運搬台車14を構成した際に自走式運搬台車14の外側部に相当する領域には、それぞれ複数のアウトリガー28aが設けられている。
ここで、キャビン付車輛23、増結車25、26、28には、両側にそれぞれ複数のタイヤ29が取付けられた複数(例えば6個)の車軸30が設けられ、各車軸30の上下位置は各油圧源24、27から供給される油圧により独立して調整可能になっている。更に、各車軸30はこれを支持する車軸支持部材31により車軸30に直交する垂直軸の回りに360度の範囲で回転可能になっている。これによって、自走式運搬台車14はキャビン付車輛23を常に進行方向に向けなくても、任意の方向に向けて移動することができる。
For example, the self-propelled transport carriage 14 is formed by connecting the first carriage group 20, the second carriage group 21 arranged side by side with the first carriage group 20, the first carriage group 20, and the second carriage group 21. A connecting member 22 is provided.
The first bogie group 20 is configured by connecting a cabin vehicle 23 with a driver's seat to an add-on vehicle 25 with a hydraulic power source 24 attached to the rear end side, and the second bogie group 21 is connected to an add-on vehicle 26. An add-on wheel 28 having a hydraulic pressure source 27 attached to the rear end is connected. Further, when the self-propelled transport cart 14 is configured in the cabin-equipped vehicle 23 and the add-on vehicles 25, 26, and 28, a plurality of outriggers 28a are provided in areas corresponding to the outer side of the self-propelled transport cart 14, respectively. It has been.
Here, a plurality of (for example, six) axles 30 each having a plurality of tires 29 attached to both sides are provided in the cabin-equipped vehicle 23 and the add-on vehicles 25, 26, and 28, and the vertical positions of the axles 30 are respectively It can be adjusted independently by the hydraulic pressure supplied from the hydraulic sources 24 and 27. Further, each axle 30 can be rotated within a range of 360 degrees around a vertical axis orthogonal to the axle 30 by an axle support member 31 that supports the axle 30. As a result, the self-propelled transport carriage 14 can move in any direction without always having the cabin-equipped vehicle 23 in the traveling direction.

連結部材22は、両側がそれぞれキャビン付車輛23と増結車26に固定されてキャビン付車輛23と増結車26を連結する複数(例えば、2本)の大梁32と、各大梁32の上端に並べて配置されて固定された複数の小梁33を有している。更に、連結部材22は、両側がそれぞれ各増結車25、28に固定されて各増結車25、28を連結する複数(例えば、2本)の大梁34と、各大梁34の上端に並べて配置されて固定された複数の小梁35を有している。
このような構成とすることにより、自走式運搬台車14の上部に大梁32、34と小梁33、35を用いて構成される載置台16を形成することができる。そして、各車軸30の上下位置は各油圧源24、27から供給される油圧により独立して調整されるため、自走式運搬台車14が走行する路面35aに勾配が存在していても載置台16を水平に保つことができる。
The connecting member 22 is fixed to a cabin-equipped vehicle 23 and an add-on wheel 26 on both sides, and a plurality of (for example, two) large beams 32 for connecting the cabin-equipped vehicle 23 and the add-on vehicle 26 and the upper ends of the respective large beams 32 are arranged. It has a plurality of small beams 33 arranged and fixed. Furthermore, the connecting member 22 is arranged on both ends of the connecting beams 25 and 28 so that the connecting members 22 are fixed to the connecting wheels 25 and 28 and connected to the connecting wheels 25 and 28. And a plurality of small beams 35 fixed thereto.
By setting it as such a structure, the mounting base 16 comprised using the big beams 32 and 34 and the small beams 33 and 35 can be formed in the upper part of the self-propelled conveyance trolley | bogie 14. FIG. And since the vertical position of each axle 30 is adjusted independently by the hydraulic pressure supplied from each hydraulic power source 24, 27, even if there is a gradient on the road surface 35a on which the self-propelled transport carriage 14 travels, the mounting table 16 can be kept horizontal.

上端が固定された状態の上段支持架構群15で支えられ自走式運搬台車14の載置台16に載置可能な長尺の水平部材17は、上段支持架構群15で支えられた長尺の支持大梁群36を有している。
ここで、上段支持架構群15は、キャビン付車輛23上に配置されている小梁33の中央部を除いた両側に平行に並べて配置され固定された支持梁37の上にそれぞれ載置された対となる第1上段支持架構38、39と、増結車26上に配置されている小梁33の中央部を除いた両側に平行に並べて配置され固定された支持梁40の上にそれぞれ載置された対となる第2上段支持架構41、42と、増結車25上に配置されている小梁35の中央部を除いた両側に平行に並べて配置され固定された支持梁43の上にそれぞれ載置された対となる第3上段支持架構44、45と、増結車28上に配置されている小梁35の中央部を除いた両側に平行に並べて配置され固定された支持梁46の上にそれぞれ載置された対となる第4上段支持架構47、48を有している。
A long horizontal member 17 supported by the upper support frame group 15 with the upper end fixed and supported on the mounting table 16 of the self-propelled transport carriage 14 is a long horizontal member 17 supported by the upper support frame group 15. A supporting large beam group 36 is provided.
Here, the upper support frame group 15 was respectively placed on the support beams 37 arranged and fixed in parallel on both sides except for the central portion of the small beam 33 disposed on the cabin-equipped vehicle 23. The first upper support frames 38 and 39 to be paired and the support beams 40 arranged and fixed in parallel on both sides except for the central portion of the small beam 33 disposed on the add-on wheel 26, respectively. The paired second upper support frames 41 and 42 and the support beams 43 arranged and fixed in parallel on both sides excluding the central portion of the small beam 35 disposed on the add-on wheel 25, respectively. Above the third upper support frames 44 and 45 to be placed and the support beams 46 arranged and fixed in parallel on both sides except for the central portion of the small beam 35 disposed on the add-on wheel 28 4th upper support frame 4 which becomes a pair mounted in each , And has a 48.

支持大梁群36は、第1上段支持架構38、39と第3上段支持架構44、45の各上端がそれぞれ連結用梁49を介して下端に固定されている第1支持大梁50と、第2上段支持架構41、42と第4上段支持架構47、48の各上端がそれぞれ連結用梁51を介して下端に固定されている第2支持大梁52を有している。
また、キャビン付車輛23上に配置されている小梁33の中央部、及び増結車25上に配置されている小梁35の中央部に対応する第1支持大梁50の上端側位置にはそれぞれ橋桁11に当接して載置する載置部53が設けられている。更に、増結車26上に配置されている小梁33の中央部、及び増結車28上に配置されている小梁35の中央部に対応する第2支持大梁52の上端側位置にはそれぞれ橋桁11に当接して載置する載置部54が設けられている。
ここで、第1上段支持架構〜第4上段支持架構38、39、41、42、44、45、47、48は、例えば、複数の直方体状の単位架構55を高さ方向に連結して構成され、各単位架構55は複数の柱部材56にその軸方向に荷重が加えられるように組み合わせて構成されている。
The support beam group 36 includes a first support beam 50 in which the upper ends of the first upper support frames 38 and 39 and the third upper support frames 44 and 45 are respectively fixed to the lower ends via connecting beams 49, Upper ends of the upper support frames 41 and 42 and the fourth upper support frames 47 and 48 have second support beams 52 fixed to the lower ends via connecting beams 51, respectively.
Further, the upper end side position of the first support beam 50 corresponding to the central portion of the small beam 33 disposed on the cabin-equipped vehicle 23 and the central portion of the small beam 35 disposed on the add-on wheel 25 is respectively shown. A placement portion 53 that is placed in contact with the bridge girder 11 is provided. Furthermore, the bridge girder is located at the upper end side position of the second supporting large beam 52 corresponding to the central portion of the small beam 33 disposed on the add-in wheel 26 and the central portion of the small beam 35 disposed on the add-on vehicle 28, respectively. 11 is provided with a placement portion 54 that is placed in contact with 11.
Here, the first upper support frame to the fourth upper support frame 38, 39, 41, 42, 44, 45, 47, 48 are configured by, for example, connecting a plurality of rectangular parallelepiped unit frames 55 in the height direction. Each unit frame 55 is configured in combination so that a load is applied to the plurality of column members 56 in the axial direction.

昇降手段18は、キャビン付車輛23上に配置されている小梁33の中央部と、増結車26上に配置されている小梁33の中央部と、増結車25上に配置されている小梁35の中央部と、増結車28上に配置されている小梁35の中央部に、それぞれ支持梁57を介して固定されている。ここで、昇降手段18には、例えば油圧ジャッキを使用することができる。
また、各昇降手段18には複数の昇降部58が設けられ、各昇降部58の先端は、例えば、梁部材を組み合わせて構成した荷重支持部59に固定されている。これによって、複数の昇降部58の動作をまとめて一体的動作にすることができる。
下段支持架構19は、例えば、複数の柱部材をその軸方向に荷重が加えられるように組み合わせて直方体状にした構造物である。ここで、下段支持架構19の高さは、橋脚13の高さから決定される橋桁11の持ち上げ距離と、各上段支持架構38、39、41、42、44、45、47、48で支持されている水平部材17の載置部53、54の高さ等に基づいて決定される長さ(例えば、1000mm程度)に予め調整しておく。
そして、下段支持架構19は、第1上段支持架構38、39を載置している複数の支持梁37、第2上段支持架構41、42を載置している複数の支持梁40、第3上段支持架構44、45を載置している複数の支持梁43、及び第4上段支持架構47、48を載置している複数の支持梁46の上にそれぞれ設けられた図示しないスライド機構(例えば、ころを利用したもの)の上に置かれている。なお、各下段支持架構19はスライド機構に、例えば、ボルトにより固定されている。
The elevating means 18 includes a central portion of the small beam 33 disposed on the cabin-equipped vehicle 23, a central portion of the small beam 33 disposed on the add-on wheel 26, and a small portion disposed on the add-on vehicle 25. The beam 35 is fixed to the central part of the beam 35 and the central part of the small beam 35 arranged on the add-on wheel 28 via a support beam 57, respectively. Here, for example, a hydraulic jack can be used for the lifting means 18.
Moreover, each raising / lowering means 18 is provided with the several raising / lowering part 58, and the front-end | tip of each raising / lowering part 58 is being fixed to the load support part 59 comprised combining the beam member, for example. As a result, the operations of the plurality of elevating parts 58 can be integrated into an integrated operation.
The lower support frame 19 is, for example, a structure in which a plurality of column members are combined into a rectangular parallelepiped shape so that a load is applied in the axial direction. Here, the height of the lower support frame 19 is supported by the lifting distance of the bridge girder 11 determined from the height of the pier 13 and the upper support frames 38, 39, 41, 42, 44, 45, 47, 48. It adjusts beforehand to the length (for example, about 1000 mm) determined based on the height etc. of the mounting parts 53 and 54 of the horizontal member 17 which is.
The lower support frame 19 includes a plurality of support beams 37 on which the first upper support frames 38 and 39 are mounted, and a plurality of support beams 40 and third on which the second upper support frames 41 and 42 are mounted. Slide mechanisms (not shown) provided respectively on the plurality of support beams 43 on which the upper support frames 44 and 45 are mounted and on the plurality of support beams 46 on which the fourth upper support frames 47 and 48 are mounted. For example, it is placed on top of those using rollers. Each lower support frame 19 is fixed to the slide mechanism by, for example, bolts.

このような構成とすることにより、昇降手段18を駆動させて水平部材17を持ち上げた際に、支持梁37と第1上段支持架構38、39の下端、支持梁40と第2上段支持架構41、42の下端、支持梁43と第3上段支持架構44、45の下端、支持梁46と第4上段支持架構47、48の下端にそれぞれ形成される隙間66に、ボルトを外した下段支持架構19をスライド機構上でスライドさせて挿入し連結することができる。
更に、連結している各下段支持架構19の連結を解いて下段支持架構19を各支持梁37、40、43、46上に設けられたスライド機構上に退出させると、支持梁37と第1上段支持架構38、39の下端、支持梁40と第2上段支持架構41、42の下端、支持梁43と第3上段支持架構44、45の下端、支持梁46と第4上段支持架構47、48の下端にそれぞれ隙間66を形成することができる。
なお、符号60は自走式運搬台車14に積載した昇降手段18、油圧源24、27に電力を供給する発電機、符号61は昇降手段操作盤を示す。
With this configuration, when the elevating means 18 is driven to lift the horizontal member 17, the support beam 37 and the lower ends of the first upper support frames 38 and 39, the support beam 40 and the second upper support frame 41 are used. , 42, the lower end of the support beam 43 and the third upper support frames 44 and 45, and the lower support frame with the bolts removed in the gaps 66 formed at the support beam 46 and the lower ends of the fourth upper support frames 47 and 48, respectively. 19 can be slid on the slide mechanism to be inserted and connected.
Further, when the lower support frame 19 connected to each other is disconnected and the lower support frame 19 is retracted onto the slide mechanism provided on each support beam 37, 40, 43, 46, the first support beam 37 and the first support frame 19 are connected to each other. Lower ends of upper support frames 38 and 39, lower ends of support beams 40 and second upper support frames 41 and 42, lower ends of support beams 43 and third upper support frames 44 and 45, support beams 46 and fourth upper support frames 47, A gap 66 can be formed at each of the lower ends of 48.
Reference numeral 60 denotes a lifting / lowering means 18 loaded on the self-propelled transport carriage 14, a generator for supplying power to the hydraulic power sources 24 and 27, and reference numeral 61 denotes a lifting / lowering means operation panel.

次に、本発明の第1の実施の形態に係る重量物の載置システム10を適用した重量物の載置方法について説明する。
先ず、図4に示すように、自走式運搬台車14を地組立ヤードに設置した対となる地組立架台12間に進入させて、地組立架台12間で、地組立架台12に載置されている橋桁11の重心位置を自走式運搬台車14の載置台16の前後及び左右に分散配置した複数の昇降手段18で囲まれた領域内に配置するように位置合せを行う。
そして、油圧源24、27により各車軸30の上下位置を調整して、載置台16を水平に保持する。
次いで、第1支持大梁50に設けられた載置部53及び第2支持大梁52に設けられた載置部54に、H形鋼、木材及びゴムを組み合わせて作製した種々の厚みを有する緩衝材62〜65を載せて、緩衝材62〜65と橋桁11の下端との隙間を、例えば、100mmに調整する(以上、第1工程)。
Next, a heavy article placement method to which the heavy article placement system 10 according to the first embodiment of the present invention is applied will be described.
First, as shown in FIG. 4, the self-propelled transport carriage 14 is made to enter between a pair of ground assembly stands 12 installed in the ground assembly yard, and is placed on the ground assembly stand 12 between the ground assembly stands 12. The position of the center of gravity of the bridge girder 11 is aligned so as to be disposed in a region surrounded by a plurality of lifting and lowering means 18 distributed in the front and rear and left and right of the mounting table 16 of the self-propelled transport carriage 14.
The vertical positions of the axles 30 are adjusted by the hydraulic power sources 24 and 27 to hold the mounting table 16 horizontally.
Next, cushioning materials having various thicknesses produced by combining H-shaped steel, wood, and rubber with the mounting portion 53 provided on the first support beam 50 and the mounting portion 54 provided on the second support beam 52. 62-65 is mounted and the clearance gap between the buffer materials 62-65 and the lower end of the bridge girder 11 is adjusted to 100 mm, for example (1st process above).

複数の支持梁37、40、支持梁43、46の上にそれぞれ設けられているスライド機構の上にボルトで固定されている各下段支持架構19からボルトを外す。
次いで、図5に示すように、各昇降手段18を同期して駆動させ、水平部材17を各上段支持架構38、39、41、42、44、45、47、48と共に上昇させて、地組立架台12に載置されている橋桁11の下端に緩衝材62〜65を接触させる、各昇降手段18を停止する。そして、緩衝材62〜65の設置状況を確認後、各昇降手段18を同期して再度駆動し、水平部材17を介して橋桁11を所定距離だけ持ち上げ自走式運搬台車14に載せる(以上、第2工程)。
なお、各昇降手段18により水平部材17が持ち上げられているため、支持梁37と第1上段支持架構38、39の下端、支持梁40と第2上段支持架構41、42の下端、支持梁43と第3上段支持架構44、45の下端、支持梁46と第4上段支持架構47、48の下端にそれぞれ隙間66が形成されている。
The bolts are removed from the lower support frames 19 fixed with bolts on the slide mechanisms respectively provided on the plurality of support beams 37 and 40 and the support beams 43 and 46.
Next, as shown in FIG. 5, the elevating means 18 are driven synchronously, and the horizontal member 17 is lifted together with the upper support frames 38, 39, 41, 42, 44, 45, 47, 48, and ground assembly is performed. Each raising / lowering means 18 which makes the buffer materials 62-65 contact the lower end of the bridge girder 11 mounted in the mount frame 12 is stopped. And after confirming the installation condition of the buffer materials 62-65, each raising / lowering means 18 is driven again synchronously, the bridge girder 11 is lifted only the predetermined distance via the horizontal member 17, and it mounts on the self-propelled conveyance carriage 14 (above, Second step).
Since the horizontal members 17 are lifted by the lifting and lowering means 18, the lower ends of the support beam 37 and the first upper support frames 38 and 39, the support beam 40 and the lower ends of the second upper support frames 41 and 42, and the support beam 43. And gaps 66 are formed at the lower ends of the third upper support frames 44 and 45, and at the lower ends of the support beam 46 and the fourth upper support frames 47 and 48, respectively.

形成された各隙間66に下段支持架構19をそれぞれ挿入する。
そして、各上段支持架構38、39、41、42、44、45、47、48の各下端に、下段支持架構19を例えばボルトで仮連結してから各昇降手段18を駆動させて水平部材17を降下させて、橋桁11の荷重を水平部材17を支持する上段支持架構群15と上段支持架構群15に連結した各下段支持架構19で支持する。
これによって、橋桁11は、複数の昇降手段18で支えられた状態から、上段支持架構群15とこれに連結した各下段支持架構19で支えられた状態になって、自走式運搬台車14に積載される。なお、橋桁11は、自走式運搬台車14上で橋脚13に載置する高さより高所位置で支持されている。
次いで、各上段支持架構38、39、41、42、44、45、47、48の各下端と下段支持架構19をそれぞれ完全に連結し、更に、各下段支持架構19の下端を載置している各支持梁37、40、43、46に、例えばボルトで連結する。そして、橋桁11と重量物の載置システム10とを、図示しない複数のワイヤーを用いて複数箇所で固縛する(以上、第3工程)。
The lower support frame 19 is inserted into each formed gap 66.
Then, the lower support frame 19 is temporarily connected to the lower ends of the upper support frames 38, 39, 41, 42, 44, 45, 47, and 48 with, for example, bolts, and then the elevating means 18 is driven to drive the horizontal member 17. The load of the bridge girder 11 is supported by the upper support frame group 15 that supports the horizontal member 17 and the lower support frame 19 connected to the upper support frame group 15.
As a result, the bridge girder 11 changes from being supported by the plurality of lifting means 18 to being supported by the upper support frame group 15 and the respective lower support frames 19 connected thereto, so that the self-propelled transport cart 14 Loaded. The bridge girder 11 is supported at a higher position than the height at which the bridge girder 13 is placed on the pier 13 on the self-propelled transport carriage 14.
Next, the lower ends of the upper support frames 38, 39, 41, 42, 44, 45, 47, and 48 are completely connected to the lower support frame 19, respectively, and the lower ends of the lower support frames 19 are further placed. It connects with each support beam 37, 40, 43, 46 which exists, for example with a volt | bolt. And the bridge girder 11 and the heavy article mounting system 10 are secured at a plurality of locations by using a plurality of wires (not shown) (the third step).

自走式運搬台車14を橋脚13まで移動させる。このとき、油圧源24、27により各車軸30の上下位置を調整して、載置台16が水平に保持されるようにする。
橋脚13に到着すると、橋脚13と橋桁11の高さ関係(橋桁11が、橋脚13に載置する高さより高所位置で支持されていること)を確認し、図7に示すように、自走式運搬台車14を横方向に移動させて対となる橋脚13間に進入させる。
そして、自走式運搬台車14を前後方向に移動させながら、橋桁11と橋脚13との位置合せを行う(以上、第4工程)。
The self-propelled transport cart 14 is moved to the pier 13. At this time, the vertical position of each axle 30 is adjusted by the hydraulic power sources 24 and 27 so that the mounting table 16 is held horizontally.
When arriving at the pier 13, the height relationship between the pier 13 and the bridge girder 11 (that the bridge girder 11 is supported at a higher position than the height on the pier 13) is confirmed, as shown in FIG. The traveling carriage 14 is moved in the lateral direction to enter between the pair of bridge piers 13.
The bridge girder 11 and the pier 13 are aligned while moving the self-propelled transport carriage 14 in the front-rear direction (the fourth step).

橋桁11と橋脚13との位置合せが終了すると、先ず、橋桁11を重量物の載置システム10に固縛している複数のワイヤーを取り外す。
次いで、各下段支持架構19の下端と各支持梁37、40、43、46とを連結しているボルト、及び各下段支持架構19と各上段支持架構38、39、41、42、44、45、47、48の各下端とを連結しているボルトを撤去する。
そして、各昇降手段18を同期して駆動させ、水平部材17を介して橋桁11を持ち上げ、各支持梁37、40、43、46上に載置された状態の下段支持架構19を各支持梁37、40、43、46上に設けられたスライド機構上に退出させる。これによって、支持梁37と第1上段支持架構38、39の下端、支持梁40と第2上段支持架構41、42の下端、支持梁43と第3上段支持架構44、45の下端、支持梁46と第4上段支持架構47、48の下端にそれぞれ隙間66を形成する。
When the alignment of the bridge girder 11 and the pier 13 is completed, first, a plurality of wires that secure the bridge girder 11 to the heavy object placement system 10 are removed.
Next, a bolt connecting the lower end of each lower support frame 19 and each support beam 37, 40, 43, 46, and each lower support frame 19 and each upper support frame 38, 39, 41, 42, 44, 45. , 47 and 48, the bolts connecting the respective lower ends are removed.
Then, the elevating means 18 are driven synchronously, the bridge girder 11 is lifted through the horizontal member 17, and the lower support frame 19 placed on the support beams 37, 40, 43, 46 is moved to the support beams. Retreat onto the slide mechanism provided on 37, 40, 43, 46. Accordingly, the lower end of the support beam 37 and the first upper support frames 38 and 39, the lower end of the support beam 40 and the second upper support frames 41 and 42, the lower end of the support beam 43 and the third upper support frames 44 and 45, the support beam. A gap 66 is formed at each of the lower ends of 46 and the fourth upper support frames 47 and 48.

続いて、各昇降手段18を同期して駆動し、水平部材17を介して橋桁11を降下させて、橋桁11の両側の下端が橋脚13の上端に取付けた橋脚受サンドル67に接触する直前で各昇降手段を停止する。
そして、橋桁11の位置を確認し、再度各昇降手段18を同期して駆動し、水平部材17を介して橋桁11を降下させて、図8に示すように、橋桁11の両側の下端を橋脚受サンドル67に載置する。
更に、各昇降手段18の駆動を続けると、橋桁11と水平部材17との縁が切れ、次いで、第1上段支持架構38、39の下端が支持梁37と、第2上段支持架構41、42の下端が支持梁40と、第3上段支持架構44、45の下端が支持梁43と、第4上段支持架構47、48の下端が支持梁46とそれぞれ当接するようになる。このため、各上段支持架構38、39、41、42、44、45、47、48の下端が各支持梁37、40、43、46に当接したのを確認して各昇降手段18の駆動を停止する。
そして、第1支持大梁50の載置部53及び第2支持大梁52の載置部54にそれぞれ載置していた緩衝材62〜65を撤去する。
次いで、橋脚13間に進入している自走式運搬台車14を退出させて、例えば、地組立ヤードに回送する(以上、第5工程)。
Subsequently, the elevating means 18 are driven synchronously, the bridge girder 11 is lowered via the horizontal member 17, and immediately before the lower ends on both sides of the bridge girder 11 come into contact with the pier receiving sanddle 67 attached to the upper end of the pier 13. Each lifting means is stopped.
Then, the position of the bridge girder 11 is confirmed, each lifting means 18 is again driven in synchronization, and the bridge girder 11 is lowered through the horizontal member 17 so that the lower ends of both sides of the bridge girder 11 are bridge piers as shown in FIG. Place it on the receiving sandal 67.
Further, when the driving of each lifting means 18 is continued, the edge of the bridge girder 11 and the horizontal member 17 is cut, and then the lower ends of the first upper support frames 38 and 39 are the support beams 37 and the second upper support frames 41 and 42. The lower ends of the third upper support frames 44 and 45 come into contact with the support beams 40, the lower ends of the fourth upper support frames 47 and 48 come into contact with the support beams 46, respectively. For this reason, it is confirmed that the lower ends of the upper support frames 38, 39, 41, 42, 44, 45, 47, 48 are in contact with the support beams 37, 40, 43, 46, and the driving of the lifting means 18 is performed. To stop.
And the buffer materials 62-65 each mounted in the mounting part 53 of the 1st support large beam 50 and the mounting part 54 of the 2nd support large beam 52 are removed.
Next, the self-propelled transport carriage 14 entering between the piers 13 is withdrawn and forwarded to, for example, the ground assembly yard (the fifth step).

本発明の第2の実施の形態に係る重量物の載置システムは、第1の実施の形態に係る重量物の載置システム10の上段支持架構群15を構成する第1上段支持架構38、39の下端を支持梁37に、第2上段支持架構41、42の下端を支持梁40に、第3上段支持架構44、45の下端を支持梁43に、及び第4上段支持架構47、48の下端を支持梁46にそれぞれ固定するようにして下段支持架構群とし、重量物の載置システム10の各下段支持架構19をそれぞれ上段支持架構としている。従って、第2の実施の形態に係る重量物の載置システムは、第1の実施の形態に係る重量物の載置システム10と比較して、各上段支持架構を載置しているスライド機構を下段支持架構群に沿って昇降する複数の保持台上に積載していることが特徴となっている。
ここで、保持台は、例えば、H形鋼等の形鋼を組み合わせて基台を形成し、この基台の下部に油圧ジャッキを取付けることにより構成することができるので、詳細な説明は省略する。
The heavy article placement system according to the second embodiment of the present invention includes a first upper stage support frame 38 constituting the upper stage support frame group 15 of the heavy article placement system 10 according to the first embodiment, 39, the lower end of the second upper support frames 41, 42 as the support beam 40, the lower ends of the third upper support frames 44, 45 as the support beam 43, and the fourth upper support frames 47, 48. The lower support frames are fixed to the support beams 46 to form a lower support frame group, and the lower support frames 19 of the heavy article placement system 10 are used as upper support frames. Therefore, the heavy load placement system according to the second embodiment is compared with the heavy load placement system 10 according to the first embodiment, and the slide mechanism on which each upper support frame is placed. Is characterized in that it is loaded on a plurality of holding bases that move up and down along the lower support frame group.
Here, the holding base can be configured by forming a base by combining a shape steel such as an H-shaped steel, and attaching a hydraulic jack to the lower portion of the base, so that detailed description is omitted. .

続いて、本発明の第2の実施の形態に係る重量物の載置システムを適用した重量物の載置方法について説明するが、基本となる載置方法は第1の実施の形態に係る重量物の載置システムを適用した重量物の載置方法と同一であるので、異なる工程についてのみ説明する。
第2工程
各昇降手段18を同期して駆動させ、下段支持架構群の上に載置されている水平部材17を上昇させて、地組立架台12に載置されている橋桁11の下端に緩衝材62〜65を接触させ、各昇降手段18を停止する。そして、緩衝材62〜65の設置状況を確認する。
続いて、載置台16の水平状態を確認し、アウトリガー28aの隙間を調整する。そして、各昇降手段18を同期して再度駆動し、水平部材17を介して橋桁11を持ち上げ地組立架台12との縁を切り、各昇降手段18を同期して再度駆動し、水平部材17を介して橋桁11を所定距離だけ持ち上げ自走式運搬台車14に載せる。
ここで、各昇降手段18により水平部材17が持ち上げられているため、水平部材17の下端と下段支持架構群の上端との間に隙間が形成されている。
Subsequently, a heavy load placement method to which the heavy load placement system according to the second embodiment of the present invention is applied will be described. The basic placement method is the weight according to the first embodiment. Since this is the same as the method for placing a heavy object to which the object placing system is applied, only the different steps will be described.
Second step Each lifting means 18 is driven synchronously, the horizontal member 17 placed on the lower support frame group is raised, and buffered at the lower end of the bridge girder 11 placed on the ground assembly frame 12 The materials 62 to 65 are brought into contact with each other, and each lifting means 18 is stopped. And the installation condition of the buffer materials 62-65 is confirmed.
Subsequently, the horizontal state of the mounting table 16 is confirmed, and the clearance of the outrigger 28a is adjusted. Then, each lifting and lowering means 18 is driven again in synchronization, the bridge girder 11 is lifted via the horizontal member 17 and the edge with the ground assembly frame 12 is cut, and each lifting and lowering means 18 is driven again in synchronization and the horizontal member 17 is moved. Then, the bridge girder 11 is lifted by a predetermined distance and placed on the self-propelled transport carriage 14.
Here, since the horizontal member 17 is lifted by each lifting and lowering means 18, a gap is formed between the lower end of the horizontal member 17 and the upper end of the lower support frame group.

第3工程
各保持台を隙間が形成されている高さ位置まで上昇させ、各保持台に積載しているスライド機構の上にボルトで固定されている各上段支持架構からボルトを外し、隙間に各上段支持架構を挿入する。
そして、各上段支持架構の上端と水平部材17の下端を、例えばボルトで仮連結し、次いで、各上段支持架構の下端と下段支持架構群の上端とを、例えばボルトで仮連結して、各昇降手段18を駆動させて水平部材17を降下させて、橋桁11の荷重を水平部材17を介して上段支持架構及び下段支持架構群で支持する。これによって、橋桁11は、複数の昇降手段18で支えられた状態から、上段支持架構とこれに連結した下段支持架構群で支えられた状態になって、自走式運搬台車14に積載される。
次いで、各上段支持架構の上端と水平部材17の下端、各上段支持架構の下端と下段支持架構群の上端とをそれぞれ完全に連結する。なお、橋桁11は、自走式運搬台車14上で橋脚13に載置する高さより高所位置で支持されている。
そして、橋桁11と重量物の載置システムとを、図示しない複数のワイヤーを用いて複数箇所で固縛する。
Step 3 Raise each holding stand to a height position where a gap is formed, remove the bolt from each upper support frame fixed with a bolt on the slide mechanism loaded on each holding stand, and Insert each upper support frame.
Then, the upper ends of the upper support frames and the lower ends of the horizontal members 17 are temporarily connected with, for example, bolts, and then the lower ends of the upper support frames and the upper ends of the lower support frame groups are temporarily connected with, for example, bolts. The elevating means 18 is driven to lower the horizontal member 17, and the load of the bridge girder 11 is supported by the upper support frame group and the lower support frame group via the horizontal member 17. Accordingly, the bridge girder 11 is supported by the upper support frame and the lower support frame group connected to the upper support frame and is loaded on the self-propelled transport carriage 14 from the state supported by the plurality of lifting means 18. .
Next, the upper end of each upper support frame and the lower end of the horizontal member 17 are completely connected to the lower end of each upper support frame and the upper end of the lower support frame group. The bridge girder 11 is supported at a higher position than the height at which the bridge girder 13 is placed on the pier 13 on the self-propelled transport carriage 14.
And the bridge girder 11 and the heavy load mounting system are secured at a plurality of locations using a plurality of wires (not shown).

第5工程
橋桁11と橋脚13との位置合せが終了すると、先ず、橋桁11を重量物の載置システム10に固縛している複数のワイヤーを取り外す。
次いで、各上段支持架構の上端と水平部材17の下端とを連結しているボルトを撤去する。
そして、各昇降手段18を同期して駆動させ、水平部材17を介して橋桁11を持ち上げ、上段支持架構の下端と下段支持架構群の上端とを連結しているボルトを撤去して、下段支持架構群の上に載置された状態の上段支持架構を保持台上に設けられたスライド機構上に退出させる。
続いて、各上段支持架構をスライド機構の上にボルトで固定し、各保持台を降下させる。これによって、水平部材17の下端と下段支持架構群の上端との間に隙間を形成する。
When the alignment of the fifth step bridge girder 11 and the bridge pier 13 is completed, first, a plurality of wires that secure the bridge girder 11 to the heavy object placing system 10 are removed.
Next, the bolts connecting the upper ends of the upper support frames and the lower ends of the horizontal members 17 are removed.
Then, the elevating means 18 are driven synchronously, the bridge girder 11 is lifted via the horizontal member 17, the bolts connecting the lower end of the upper support frame and the upper end of the lower support frame group are removed, and the lower support The upper support frame placed on the frame group is retreated onto a slide mechanism provided on the holding table.
Subsequently, each upper support frame is fixed on the slide mechanism with a bolt, and each holding table is lowered. Thus, a gap is formed between the lower end of the horizontal member 17 and the upper end of the lower support frame group.

続いて、各昇降手段18を同期して駆動し、水平部材17を介して橋桁11を降下させて、橋桁11の両側の下端が橋脚13の上端に取付けた橋脚受サンドル67に接触する直前で各昇降手段18を停止する。
そして、橋桁11の位置を確認し、再度各昇降手段18を同期して駆動し、水平部材17を介して橋桁11を降下させて、橋桁11の両側の下端を橋脚受サンドル67に載置する。
更に、各昇降手段18の駆動を続けると、橋桁11と水平部材17との縁が切れ、次いで、水平部材17の下端が下段支持架構群の上端と当接するようになる。このため、水平部材17の下端が下段支持架構群の上端に当接したのを確認して各昇降手段18の駆動を停止する。そして、水平部材17の載置部53、54に載置していた緩衝材62〜65を撤去する。
次いで、橋脚13間に進入している自走式運搬台車14を退出させて、例えば、地組立ヤードに回送する。
Subsequently, the elevating means 18 are driven synchronously, the bridge girder 11 is lowered via the horizontal member 17, and immediately before the lower ends on both sides of the bridge girder 11 come into contact with the pier receiving sanddle 67 attached to the upper end of the pier 13. Each lifting means 18 is stopped.
Then, the position of the bridge girder 11 is confirmed, each lifting means 18 is again driven in synchronization, the bridge girder 11 is lowered via the horizontal member 17, and the lower ends of both sides of the bridge girder 11 are placed on the pier receiving sanddle 67. .
Furthermore, when the driving of each lifting means 18 is continued, the edge of the bridge beam 11 and the horizontal member 17 is cut, and then the lower end of the horizontal member 17 comes into contact with the upper end of the lower support frame group. For this reason, it confirms that the lower end of the horizontal member 17 contact | abutted the upper end of the lower stage support frame group, and the drive of each raising / lowering means 18 is stopped. And the buffer materials 62-65 currently mounted in the mounting parts 53 and 54 of the horizontal member 17 are removed.
Next, the self-propelled transport carriage 14 entering between the piers 13 is withdrawn and forwarded to, for example, the ground assembly yard.

以上、本発明の実施の形態を説明したが、本発明は、この実施の形態に限定されるものではなく、発明の要旨を変更しない範囲での変更は可能であり、前記したそれぞれの実施の形態や変形例の一部又は全部を組み合わせて本発明の重量物の載置方法及びそのシステムを構成する場合も本発明の権利範囲に含まれる。
例えば、本実施の形態では、水平部材の支持大梁群を第1支持大梁と第2支持大梁を用いて構成したが、支持大梁群を枠体として、この枠体の下端に上段支持架構群の上端を固定して、枠体を上段支持架構群で支えるようにしてもよい。また、水平部材を一体とせずに分割し各昇降手段毎に独立に昇降可能にすると共に、これらを上段支持架構群で支えるようにしてもよい。
また、自走式運搬台車は、キャビン付車輛と増結車で形成された第1台車群と2台の増結車を連結して形成された第2台車群を並べて配置することにより構成したが、キャビン付車輛及び増結車の編成と配置は本実施の形態に限定されず、重量物の重さ、形状、大きさに応じて自走式運搬台車を構成することができる。また、水平部材、昇降手段、及び上段支持架構群の配置も重量物の形状、大きさに応じて変更することができる。
更に、本実施の形態では載置台の前後及び左右に複数の昇降手段を分散配置したが、重量物の重さ、形状、大きさによっては載置台の前後に複数の昇降手段を分散配置し、重量物の重心位置をこれらの昇降手段の領域内に配置するようにしてもよい。
As mentioned above, although embodiment of this invention was described, this invention is not limited to this embodiment, The change in the range which does not change the summary of invention is possible, Each above-mentioned embodiment is possible. The case where a heavy article mounting method and system thereof according to the present invention are configured by combining some or all of the forms and modifications are also included in the scope of the right of the present invention.
For example, in the present embodiment, the support beam group of the horizontal member is configured using the first support beam and the second support beam, but the support beam group is used as a frame, and the upper support frame group is formed at the lower end of the frame. The upper end may be fixed, and the frame may be supported by the upper support frame group. Further, the horizontal member may be divided without being integrated, and can be lifted and lowered independently for each lifting means, and these may be supported by the upper support frame group.
In addition, the self-propelled transport cart is configured by arranging the first cart group formed by connecting the cabin with the cabin and the add-on vehicle and the second cart group formed by connecting the two add-on vehicles, The organization and arrangement of the cabin-equipped vehicle and the add-on vehicle are not limited to the present embodiment, and a self-propelled transport cart can be configured according to the weight, shape, and size of the heavy object. Further, the arrangement of the horizontal member, the lifting means, and the upper support frame group can be changed according to the shape and size of the heavy object.
Furthermore, in the present embodiment, a plurality of lifting means are distributed and arranged on the front and rear and left and right of the mounting table, but depending on the weight, shape, and size of the heavy object, a plurality of lifting means are distributed on the front and back of the mounting table, You may make it arrange | position the gravity center position of a heavy article in the area | region of these raising / lowering means.

(A)は本発明の第1の実施の形態に係る重量物の載置システムの側面図、(B)は図1(A)の矢視P−P断面図である。(A) is a side view of the heavy article mounting system according to the first embodiment of the present invention, and (B) is a cross-sectional view taken along the line PP in FIG. 1 (A). 同重量物の載置システムの平面図である。It is a top view of the loading system of the heavy article. (A)は同重量物の載置システムが重量物を積載したときの状態を示す側面図、(B)は図3(A)の矢視Q−Q断面図である。(A) is a side view showing a state when the heavy load placement system loads a heavy load, and (B) is a cross-sectional view taken along the line Q-Q in FIG. 3 (A). 本発明の第1の実施の形態に係る重量物の載置方法において重量物の載置システムが第1の架台間に進入した際の状態を示す説明図である。It is explanatory drawing which shows the state when the heavy material mounting system approached between the 1st mounts in the heavy material mounting method which concerns on the 1st Embodiment of this invention. 同重量物の載置システムが第1の架台間に載置された重量物の持ち上げを開始した際の状態を示す説明図である。It is explanatory drawing which shows the state at the time of the lifting system of the same heavy load started the lifting of the heavy load mounted between the 1st mounts. 同重量物の載置システムが重量物を持ち上げた際の状態を示す説明図である。It is explanatory drawing which shows the state when the mounting system of the same heavy article lifts the heavy article. 同重量物の載置システムが重量物を積載して第2の架台間に進入した際の状態を示す説明図である。It is explanatory drawing which shows the state at the time of the heavy material mounting system carrying a heavy article and approaching between 2nd mounts. 同重量物の載置システムが重量物を第2の架台に載置する際の状態を示す説明図である。It is explanatory drawing which shows the state at the time of the mounting system of the same heavy load mounting a heavy load on a 2nd mount frame.

符号の説明Explanation of symbols

10:重量物の載置システム、11:橋桁、12:地組立架台、13:橋脚、14:自走式運搬台車、15:上段支持架構群、16:載置台、17:水平部材、18:昇降手段、19:下段支持架構、20:第1台車群、21:第2台車群、22:連結部材、23:キャビン付車輛、24:油圧源、25、26:増結車、27:油圧源、28:増結車、28a:アウトリガー、29:タイヤ、30:車軸、31:車軸支持部材、32:大梁、33:小梁、34:大梁、35:小梁、35a:路面、36:支持大梁群、37:支持梁、38、39:第1上段支持架構、40:支持梁、41、42:第2上段支持架構、43:支持梁、44、45:第3上段支持架構、46:支持梁、47、48:第4上段支持架構、49:連結用梁、50:第1支持大梁、51:連結用梁、52:第2支持大梁、53、54:載置部、55:単位架構、56:柱部材、57:支持梁、58:昇降部、59:荷重支持部、60:発電機、61:昇降手段操作盤、62〜65:緩衝材、66:隙間、67:橋脚受サンドル 10: Heavy load placement system, 11: Bridge girder, 12: Ground assembly stand, 13: Pier, 14: Self-propelled transport cart, 15: Upper support frame group, 16: Placement stand, 17: Horizontal member, 18: Lifting means, 19: lower support frame, 20: first bogie group, 21: second bogie group, 22: connecting member, 23: vehicle with cabin, 24: hydraulic source, 25, 26: add-on vehicle, 27: hydraulic source 28: Outrigger, 28a: Outrigger, 29: Tire, 30: Axle, 31: Axle support member, 32: Large beam, 33: Small beam, 34: Large beam, 35: Small beam, 35a: Road surface, 36: Supporting large beam Group, 37: support beam, 38, 39: first upper support frame, 40: support beam, 41, 42: second upper support frame, 43: support beam, 44, 45: third upper support frame, 46: support Beam, 47, 48: Fourth upper support frame, 49: Connecting beam, 50: First Holding beam, 51: connecting beam, 52: second supporting beam, 53, 54: placing portion, 55: unit frame, 56: column member, 57: supporting beam, 58: lifting portion, 59: load supporting portion, 60: Generator, 61: Elevating means operation panel, 62-65: Buffer material, 66: Clearance, 67: Sander receiving sandle

Claims (3)

第1の場所に設けられた対となる第1の架台に載置されている長尺の重量物を、第2の場所に設けられた対となる第2の架台まで運搬して載置する重量物の載置方法において、
両側にそれぞれ複数のタイヤが取付けられ、垂直軸回りに回転可能な車軸を有する自走式運搬台車を前記第1の架台間に進入させ、前記重量物の重心位置を該自走式運搬台車の載置台の前後及び左右に分散配置した複数の昇降手段で囲まれた領域内に配置する第1工程と、
複数の前記昇降手段を駆動させ、直方体状の単位架構を高さ方向に連結して構成された複数の上段支持架構からなる上段支持架構群で支えられて前記載置台に置かれた長尺の水平部材を、該水平部材に上端が固定された前記上段支持架構群と共に上昇させて、前記第1の架台に載置されている前記重量物を該水平部材を介して持ち上げ前記自走式運搬台車に載せる第2工程と、
前記上段支持架構群の下端と前記載置台の間に形成される各隙間に、前記重量物を持ち上げる高さと前記上段支持架構群の高さに基づいて予め調整された高さを有する下段支持架構をそれぞれ挿入し該上段支持架構群の下端に連結してから前記各昇降手段を駆動させて前記水平部材を降下させて該下段支持架構の下端を該載置台に固定し、前記重量物を前記載置台上で前記第2の架台に載置する高さより高所位置で支持する第3工程と、
前記自走式運搬台車を前記第2の架台まで移動させ該第2の架台間に進入させる第4工程と、
前記各昇降手段を駆動させ前記水平部材を介して前記重量物を持ち上げ前記下段支持架構を前記各隙間から取り除き、該各昇降手段を再度駆動させ該水平部材を介して該重量物を降下させて前記第2の架台に載置する第5工程とを有していることを特徴とする重量物の載置方法。
A long heavy object placed on a pair of first stands provided at the first place is transported to and placed on a pair of second stands provided at the second place. In the method of placing heavy objects,
A self-propelled transport carriage having a plurality of tires attached to both sides and having an axle rotatable around a vertical axis is made to enter between the first mounts, and the center of gravity position of the heavy load is set on the self-propelled transport carriage. A first step of arranging in a region surrounded by a plurality of lifting and lowering means distributed on the front and rear and left and right of the mounting table;
A plurality of elevating means is driven to support the upper support frame group composed of a plurality of upper support frames configured by connecting the rectangular parallelepiped unit frames in the height direction . A self-propelled transport is carried out by raising a horizontal member together with the upper support frame group whose upper end is fixed to the horizontal member and lifting the heavy object placed on the first frame via the horizontal member. A second step of placing on the carriage,
A lower support frame having a height adjusted in advance based on a height for lifting the heavy object and a height of the upper support frame group in each gap formed between the lower end of the upper support frame group and the mounting table. Is inserted into each of the upper support frames, and each of the elevating means is driven to lower the horizontal member to fix the lower ends of the lower support frames to the mounting table. A third step of supporting at a higher position than the height of mounting on the second frame on the mounting table;
A fourth step of moving the self-propelled carriage to the second frame and entering between the second frames;
The lifting means is driven to lift the heavy object through the horizontal member, the lower support frame is removed from the gaps, the lifting means is driven again, and the heavy object is lowered through the horizontal member. And a fifth step of placing the second frame on the second frame.
請求項1記載の重量物の載置方法において、前記下段支持架構は予め前記載置台に積載され、該載置台上でスライドさせることにより前記第3工程で前記隙間に挿入し、前記第5工程で該隙間から取り除くことを特徴とする重量物の載置方法。 In mounting method according to claim 1 Symbol placement of heavy, the lower support Frames are stacked in advance the mounting table, and inserted into the gap in the third step by sliding on placing stand, the fifth A method for placing a heavy article, wherein the method removes the gap from the gap in a process. 第1の場所に設けられた対となる第1の架台に支持されている長尺の重量物を第2の場所に設けられた対となる第2の架台まで運搬して載置する重量物の載置システムにおいて、
両側にそれぞれ複数のタイヤが取付けられ、垂直軸回りに回転可能な車軸を有し、前記第1の架台間及び前記第2の架台間に進入可能な自走式運搬台車と、
直方体状の単位架構を高さ方向に連結して構成された複数の上段支持架構からなる上段支持架構群で支えられて前記自走式運搬台車の載置台に載置可能な長尺の水平部材と
前記載置台の前後及び左右に分散配置され、前記自走式運搬台車に前記重量物を載せる際に前記水平部材を、該水平部材に上端が固定された前記上段支持架構群と共に上昇させて前記第1の架台に載置されている前記重量物を該水平部材を介して前記第2の架台に載置する高さより高所位置に持ち上げ可能で、前記重量物を前記第2の架台に載置する際に前記水平部材を介して該重量物を持ち上げてから降下可能な複数の昇降手段と、
前記重量物を前記第1の架台から前記第2の架台まで運搬する際に前記上段支持架構群の下端と前記載置台の間に形成される各隙間に挿入され該上段支持架構群の下端に連結可能で前記載置台に固定されて前記重量物を該載置台上で前記第2の架台に載置する高さより高所位置で支持可能で、該第2の架台に該重量物を載置する際に前記隙間から取り除き可能な複数の下段支持架構とを有することを特徴とする重量物の載置システム。
A heavy object for transporting and placing a long heavy object supported by a pair of first frames provided at a first place to a second object of a pair provided at a second place In the mounting system of
A plurality of tires attached to both sides, a self-propelled transport cart that has an axle that can rotate about a vertical axis, and that can enter between the first frame and the second frame;
A long horizontal member that is supported by an upper support frame group composed of a plurality of upper support frames formed by connecting rectangular parallelepiped unit frames in the height direction and can be mounted on the mounting table of the self-propelled transport carriage. and,
The horizontal member is dispersedly arranged on the front and rear and left and right of the mounting table, and the horizontal member is lifted together with the upper support frame group whose upper end is fixed to the horizontal member when the heavy object is placed on the self-propelled transport cart. The heavy object placed on the first frame can be lifted to a position higher than the height of the heavy object placed on the second frame via the horizontal member, and the heavy object is loaded on the second frame. A plurality of elevating means capable of lowering after lifting the heavy object through the horizontal member when placing;
When the heavy object is transported from the first frame to the second frame, the heavy object is inserted into each gap formed between the lower end of the upper support frame group and the mounting table, and the lower end of the upper support frame group. The heavy object can be connected and fixed to the mounting table, and can be supported at a position higher than the height at which the heavy object is mounted on the second frame. The heavy object is mounted on the second frame. And a plurality of lower support frames that can be removed from the gap when the load is placed.
JP2004089747A 2004-03-25 2004-03-25 Heavy object placement method and system Expired - Fee Related JP4397716B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004089747A JP4397716B2 (en) 2004-03-25 2004-03-25 Heavy object placement method and system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004089747A JP4397716B2 (en) 2004-03-25 2004-03-25 Heavy object placement method and system

Publications (2)

Publication Number Publication Date
JP2005271790A JP2005271790A (en) 2005-10-06
JP4397716B2 true JP4397716B2 (en) 2010-01-13

Family

ID=35171888

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004089747A Expired - Fee Related JP4397716B2 (en) 2004-03-25 2004-03-25 Heavy object placement method and system

Country Status (1)

Country Link
JP (1) JP4397716B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101149972B1 (en) 2010-04-07 2012-06-01 조희진 construction a method

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4563413B2 (en) * 2007-02-01 2010-10-13 株式会社巴コーポレーション Bridge girder construction method
JP5769961B2 (en) * 2010-12-27 2015-08-26 山九株式会社 Construction method and removal method of structure
KR200479069Y1 (en) * 2011-07-12 2015-12-16 대우조선해양 주식회사 Load-distribution jig for transporter
CN102767289B (en) * 2012-07-12 2014-10-15 广州建筑股份有限公司 Asymmetric and integrated lifting construction method for large scale grid structure
JP6144964B2 (en) * 2013-05-21 2017-06-07 鹿島建設株式会社 Temporary structure, fixing method, receiving girder for temporary structure, and laying girder for temporary structure
CN103382701B (en) * 2013-06-03 2015-04-22 四川公路桥梁建设集团有限公司 Transportation system of bracket mechanism of downlink non-self-propelled movable mould frame and installation method of transportation system
KR101400302B1 (en) * 2013-11-12 2014-05-30 석정건설(주) Height flexible transporter for hypothesis of bridge
JP6484443B2 (en) * 2014-12-29 2019-03-13 山九株式会社 Heavy goods transportation and lifting system
CN112666622B (en) * 2019-10-16 2024-02-02 同方威视技术股份有限公司 Radiation scanning inspection apparatus
KR102376360B1 (en) * 2020-02-10 2022-03-17 삼성물산 주식회사 Construction method of overbridge with prefabricated modular method and segmented mobile truck used
CN111692055B (en) * 2020-07-02 2024-04-26 上海发电设备成套设计研究院有限责任公司 Gravity energy storage system and application method thereof
JP7050134B2 (en) * 2020-09-14 2022-04-07 前田製管株式会社 How to handle heavy goods
JP7378554B1 (en) 2022-09-08 2023-11-13 川田工業株式会社 Heavy object position adjustment system and position adjustment method
CN118273172A (en) * 2024-05-09 2024-07-02 中铁二十三局集团有限公司 Beam erecting and transporting device and beam erecting method for magnetic levitation track beam

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101149972B1 (en) 2010-04-07 2012-06-01 조희진 construction a method

Also Published As

Publication number Publication date
JP2005271790A (en) 2005-10-06

Similar Documents

Publication Publication Date Title
JP4397716B2 (en) Heavy object placement method and system
JP3721166B2 (en) Floor slab erection device
GB2196593A (en) Transporting a vehicle bodies in assembly line
JP5507383B2 (en) Heavy load erection machine and heavy load erection method
JP5207624B2 (en) Self-propelled lifter device
JP2001200700A (en) Segment conveying method and device for small-diameter shield
KR101160273B1 (en) Straddle carrier for bridge construction
JP5769961B2 (en) Construction method and removal method of structure
CZ294057B6 (en) Apparatus for moving containers
JP5793062B2 (en) Tunnel construction apparatus and tunnel construction method
JP4507913B2 (en) Transporting and loading heavy objects
JP2023074170A (en) Floor slab replacing method and construction machine used therefor
CN109533847B (en) A transport machine for upper and lower track of entry driving machine skip
JP2007290826A (en) Method for carrying in/out component of passenger conveyor, method for modifying passenger conveyor using the method, and device for carrying in/out component of passenger conveyor used for the method
JP4169717B2 (en) Track slab conveyor
JP2021021252A (en) Viaduct replacing method
JP2010241304A (en) Facility and method for removing carriage of vehicle
JP5616660B2 (en) Installation method of cart and heavy load
JP4834461B2 (en) Road-rail transport device
JP4508073B2 (en) Method and system for transporting and loading heavy objects
JP5490814B2 (en) Cart and method for conveying a drive spindle for a roll of a rolling stand
JPH05131901A (en) Temporary truck for carrying car body
CN210762748U (en) Dolly is transported to heavy anchor clamps
JP3572587B2 (en) Mobile crane
JP4888737B2 (en) Under-orbit transport mechanism

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070308

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090708

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090714

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090909

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20091013

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20091021

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121030

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4397716

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131030

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees