JP2006348740A - Long-sized member assembling method and assembling tool for use in the method - Google Patents

Long-sized member assembling method and assembling tool for use in the method Download PDF

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JP2006348740A
JP2006348740A JP2006179691A JP2006179691A JP2006348740A JP 2006348740 A JP2006348740 A JP 2006348740A JP 2006179691 A JP2006179691 A JP 2006179691A JP 2006179691 A JP2006179691 A JP 2006179691A JP 2006348740 A JP2006348740 A JP 2006348740A
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long
assembling
jig
pipe
members
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JP5080754B2 (en
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Akira Deguchi
明 出口
Hideo Yoshimura
秀男 吉村
Yasumi Sotozono
安美 外園
Yasuhiro Takeguchi
泰弘 竹口
Toru Tanaka
徹 田中
Katsuhiro Seki
勉宏 関
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Takenaka Komuten Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a long-sized member assembling method and an assembling tool for use in the method for inexpensively constructing an assembled structure with a fine joint part by joining the end faces of long-sized members in the mutually butting state even in the case of using pipe members as the long-sized members. <P>SOLUTION: The long-sized member assembling method and the assembling tool are provided for assembling a plurality of long-sized members 3 intersecting at predetermined angles, by joining them in the mutually butting state of the end faces. In the assembling method, the plurality of long-sized members 3 are supported by the assembling tool J capable of supporting them at the predetermined angles, and the assembling tool J is swung in vertical and lateral directions to adjust the attitudes of the long-sized members 3 and to butt-join the mutual end faces of the long-sized members 3. The tool comprises a tool body 10 having a support part 11 capable of supporting the plurality of long-sized members 3 at the predetermined angles, and a swing means Y for swinging the tool body 10 in the vertical and lateral directions. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、所定角度で交差する複数本の長尺材の端面を互いにつき合わせた状態で接合して組み立てる長尺材の組立て方法とその方法に使用する組立て用治具に関する。   The present invention relates to a method for assembling a long material that is assembled by joining end surfaces of a plurality of long materials that intersect at a predetermined angle in a state of being attached to each other, and an assembling jig used in the method.

このような長尺材としては、例えば、トラス部材があり、トラス部材により建築用トラス構造を組み立てる際などに実施可能であるが、トラス部材としてパイプ材が使用されることも多く、所定角度で交差する複数本のパイプ材の端面どうしを互いにつき合わせた状態で接合することは、従来から非常にむずかしいとされていた。
すなわち、所定角度で交差するパイプ材の端面どうしを互いにつき合わせるためには、パイプ材の端面を3次元的に複雑な形状や角度で切断する必要がある。ところが、現実の問題として、パイプ材の端面を所望どおりの複雑な形状や角度で切断することは非常にむずかしく、従来では、パイプ材のつき合わせ接合に代わる代替手段が採用されていた。
As such a long material, for example, there is a truss member, which can be implemented when assembling a building truss structure with the truss member, but a pipe material is often used as a truss member at a predetermined angle. Conventionally, it has been considered very difficult to join end surfaces of a plurality of intersecting pipe members in a state of being brought into contact with each other.
That is, in order to bring the end faces of pipe materials that intersect at a predetermined angle to each other, it is necessary to cut the end faces of the pipe material with three-dimensionally complicated shapes and angles. However, as an actual problem, it is very difficult to cut the end face of the pipe material with a complicated shape and angle as desired, and conventionally, an alternative means to replace the butt joint of the pipe material has been adopted.

例えば、従来、平面視が円形で正面視が半楕円形の皿状部材を2つ重ねて溶接した中空の継手部材を使用し、その継手部材に対してパイプ材の一端部を溶接するもの、つまり、特殊な継手部材を使用し、その継手部材を介してパイプ材どうしを溶接により接合する代替手段が知られている(例えば、特許文献1参照)。
また、周囲にスリット状の挿通窓や挿通切欠きを有する特殊な保持部材を使用するとともに、パイプ材の端部を圧潰して平板部とし、その平板部を挿通窓や挿通切欠きから保持部材内に挿入した状態で、パイプ材の平板部どうしをエレクトロスラグ溶接により接合する代替手段も知られている(例えば、特許文献2参照)。
For example, conventionally, using a hollow joint member in which two plate-like members having a circular plan view and a semi-elliptical front view are welded on top of each other, one end of a pipe member is welded to the joint member, That is, an alternative means is known in which a special joint member is used and pipe members are joined by welding via the joint member (see, for example, Patent Document 1).
In addition, a special holding member that has a slit-shaped insertion window or insertion notch around it is used, and the end of the pipe material is crushed into a flat plate portion. The flat plate portion is held from the insertion window or the insertion cut-out. An alternative means for joining the flat plate portions of the pipe material by electroslag welding in a state of being inserted into the pipe is also known (for example, see Patent Document 2).

特開平6−200562号公報Japanese Patent Laid-Open No. 6-200562 特開2001−173090号公報JP 2001-173090 A

しかしながら、上記したいずれの従来技術でも、パイプ材の端面どうしを直接接合するものではないので、種々の問題点があった。
例えば、特許文献1に開示の従来技術では、特殊な継手部材を必要とし、また、その継手部材の介在により接合のための溶接長も長くなってコストが高くなり、さらに、パイプ材の接合部において継手部材が露呈するため、外観的に劣るという欠点がある。
また、特許文献2に開示の従来技術では、特殊な保持部材を必要とするのに加えて、パイプ材の端部を圧潰して平板部にする必要があり、さらに、接合のための溶接もエレクトロスラグ溶接のような特殊なものに限られるため、コストが相当高くなって外観的にも劣るという欠点がある。
However, any of the above-described conventional techniques has various problems because the end faces of the pipe material are not directly joined to each other.
For example, in the prior art disclosed in Patent Document 1, a special joint member is required, and the weld length for joining is increased due to the intervention of the joint member, resulting in higher costs. However, since the joint member is exposed, there is a disadvantage that the appearance is inferior.
Moreover, in the prior art disclosed in Patent Document 2, in addition to requiring a special holding member, it is necessary to crush the end portion of the pipe material into a flat plate portion, and further, welding for joining is also performed. Since it is limited to special ones such as electroslag welding, there is a disadvantage that the cost is considerably increased and the appearance is inferior.

本発明は、このような従来の問題点と近年における工作機械の高性能化に着目して完成したもので、その目的は、たとえ長尺材としてパイプ材を使用する場合であっても、長尺材の端面を互いにつき合わせた状態で接合可能にし、接合部が美麗な組立て構造を安価に構築することのできる長尺材の組立て方法とその方法に使用する組立て用治具を提供することにある。   The present invention has been completed by paying attention to such conventional problems and the high performance of machine tools in recent years, and its purpose is long even when a pipe material is used as a long material. To provide an assembling method for a long material and an assembling jig to be used for the method, which can be joined in a state where end surfaces of the length materials are brought into contact with each other, and an assembled structure with a beautiful joining portion can be constructed at low cost. It is in.

本発明の第1の特徴構成は、所定角度で交差する複数本の長尺材の端面を互いにつき合わせた状態で接合して組み立てる長尺材の組立て方法であって、前記複数本の長尺材を前記所定角度で支持自在な組立て用治具により支持し、その組立て用治具を上下方向と横方向へ揺り動かすことにより前記長尺材の姿勢を調整して、その長尺材の端面どうしをつき合わせて接合するところにある。   A first characteristic configuration of the present invention is a method for assembling a long material in which end faces of a plurality of long materials intersecting at a predetermined angle are joined and assembled together, and the plurality of long materials are assembled. The material is supported by an assembly jig that can be supported at the predetermined angle, and the posture of the long material is adjusted by swinging the assembly jig in the vertical direction and the horizontal direction, and the end surfaces of the long material are adjusted. It is in the place where it joins together.

本発明の第1の特徴構成によれば、複数本の長尺材を所定角度で支持自在な組立て用治具により支持し、その組立て用治具を上下方向と横方向へ揺り動かすことにより長尺材の姿勢を調整するので、たとえ長尺材がパイプ材であっても、長尺材の端面どうしを所望どおりにつき合わせることが可能となる。
例えば、長尺材がパイプ材であっても、近年において発達の目まぐるしい3次元CADを使用することで、複雑な形状や角度を有する長尺材の端面形状を所望どおりに描くことができ、さらに、高性能化した3Dレーザ加工機を使用し、その端面形状を基に長尺材を切断することにより、従来むずかしいとされていた長尺材どうしのつき合わせがある程度可能となる。そして、その長尺材を所定角度で支持自在な組立て用治具で支持して、その治具を上下方向と横方向へ揺り動かして長尺材の姿勢を調整するので、長尺材の端面どうしは確実につき合わされ、長尺材の端面どうしを所望どおりに接合することができる。
その結果、パイプ材をはじめとして各種の型鋼などを長尺材として使用する場合において、従来のような特殊な継手部材や保持部材を必要とすることなく、接合部分の美麗な長尺材の組立て構造を安価に構築することが可能となる。
According to the first characteristic configuration of the present invention, a plurality of long materials are supported by an assembly jig that can be supported at a predetermined angle, and the assembly jig is swung in the vertical direction and the horizontal direction to make it long. Since the posture of the material is adjusted, even if the long material is a pipe material, it becomes possible to match the end surfaces of the long material as desired.
For example, even if the long material is a pipe material, the end face shape of a long material having a complicated shape or angle can be drawn as desired by using the rapidly developing 3D CAD in recent years. By using a high-performance 3D laser processing machine and cutting the long material based on the shape of the end face, it is possible to somehow match the long materials that have been considered difficult in the past. The long material is supported by an assembly jig that can be supported at a predetermined angle, and the jig is moved up and down and laterally to adjust the posture of the long material. Are joined together, and the end faces of the long material can be joined as desired.
As a result, when using various types of steel, including pipe materials, as long materials, assembly of beautiful long materials at the joints without the need for special joint members and holding members as in the past. The structure can be constructed at a low cost.

本発明の第2の特徴構成は、上記第1の特徴構成による方法において、前記長尺材がトラス部材であり、そのトラス部材の端面どうしを溶接により接合して建築用トラス構造に組み立てるところにある。   According to a second characteristic configuration of the present invention, in the method according to the first characteristic configuration, the long material is a truss member, and the end surfaces of the truss member are joined together by welding to assemble the building truss structure. is there.

本発明の第2の特徴構成よれば、長尺材がトラス部材であり、そのトラス部材の端面どうしを溶接により接合して建築用トラス構造に組み立てるので、従来のような特殊な継手部材や保持部材を必要とすることなく、溶接部分の美麗な建築用トラスを安価に構築することが可能となる。   According to the second characteristic configuration of the present invention, the long material is a truss member, and the end surfaces of the truss member are joined together by welding to assemble the building truss structure. A beautiful building truss with a welded portion can be constructed at low cost without the need for members.

本発明の第3の特徴構成は、上記第2の特徴構成による方法において、前記トラス部材がパイプ材であるところにある。   According to a third characteristic configuration of the present invention, in the method according to the second characteristic configuration, the truss member is a pipe material.

本発明の第3の特徴構成によれば、トラス部材がパイプ材であるから、型鋼などに比べて等方向の断面性能を有するので、重量的にも軽いパイプ材により丈夫で安価な建築用トラスを構築することができる。   According to the third characteristic configuration of the present invention, since the truss member is a pipe material, it has a cross-sectional performance in the same direction as that of a steel mold and the like. Can be built.

本発明の第4の特徴構成は、所定角度で交差する複数本の長尺材の端面を互いにつき合わせた状態で接合して組み立てるのに使用する長尺材の組立て用治具であって、その組立て用治具が、前記複数本の長尺材を前記所定角度で支持自在な支持部を有する治具本体と、その治具本体を上下方向と横方向へ揺り動かす揺動手段を備えているところにある。   A fourth characteristic configuration of the present invention is a long material assembling jig used to join and assemble end surfaces of a plurality of long materials intersecting each other at a predetermined angle, The assembling jig includes a jig main body having a support portion capable of supporting the plurality of long materials at the predetermined angle, and a swinging means for swinging the jig main body in the vertical direction and the horizontal direction. By the way.

本発明の第4の特徴構成によれば、所定角度で交差する複数本の長尺材の端面を互いにつき合わせた状態で接合して組み立てるのに使用する長尺材の組立て用治具が、複数本の長尺材を所定角度で支持自在な支持部を有する治具本体と、その治具本体を上下方向と横方向へ揺り動かす揺動手段を備えているので、上記第1の特徴構成に関連して言及したように、3次元CADや3Dレーザ加工機などを使用して複数本の長尺材を切断し、その長尺材を治具本体の支持部に支持させて、揺動手段により治具本体を上下方向と横方向へ揺り動かすことにより、たとえ長尺材がパイプ材であっても、長尺材の端面どうしを確実につき合わせて所望どおりに接合することができる。   According to the fourth characteristic configuration of the present invention, there is provided a long material assembling jig used for joining and assembling in a state where end surfaces of a plurality of long materials intersecting at a predetermined angle are attached to each other. Since the jig main body having a support portion that can support a plurality of long materials at a predetermined angle and the swinging means for swinging the jig main body in the vertical direction and the horizontal direction are provided, the first characteristic configuration described above is provided. As mentioned above, a swinging means is formed by cutting a plurality of long materials using a three-dimensional CAD or a 3D laser processing machine, and supporting the long materials on the support portion of the jig body. By swinging the jig main body in the vertical direction and the horizontal direction, even if the long material is a pipe material, the end surfaces of the long material can be reliably brought together and joined as desired.

本発明の第5の特徴構成は、上記第4の特徴構成による治具において、前記治具本体が、その治具本体を上下方向へ昇降させる昇降装置を介して横方向へ移動自在な台車上に載置され、前記揺動手段が、その台車と昇降装置により構成されているところにある。   According to a fifth characteristic configuration of the present invention, in the jig according to the fourth characteristic configuration, the jig main body is movable on a cart in a lateral direction via an elevating device that moves the jig main body up and down. The swinging means is constituted by the carriage and the lifting device.

本発明の第5の特徴構成によれば、治具本体が、その治具本体を上下方向へ昇降させる昇降装置を介して横方向へ移動自在な台車上に載置され、揺動手段が、その台車と昇降装置により構成されているので、昇降装置と台車からなる比較的簡単な構成の揺動手段によって、長尺材の端面どうしを確実につき合わせて接合することができる。   According to the fifth characteristic configuration of the present invention, the jig body is placed on a carriage that is movable in the lateral direction via an elevating device that raises and lowers the jig body in the vertical direction. Since it is constituted by the carriage and the lifting device, the end surfaces of the long materials can be reliably joined to each other by the swinging means having a relatively simple configuration including the lifting device and the carriage.

本発明による長尺材の組立て方法とその方法に使用する組立て用治具につき、その実施の形態を図面に基づいて説明する。
この長尺材の組立て方法と治具は、例えば、建築用トラス構造の一例である屋根用トラスなどを構築するためのもので、図1に示すように、屋根用トラスRTは、上方に位置する上弦材架構1、下方に位置する下弦材2、および、上弦材架構1と下弦材2を互いに連結する長尺材の一例であるトラス部材としてのパイプ材3などにより構成されている。
上弦材架構1は、長尺材の一例であるトラス部材としてのH型鋼1aを矩形に組み付けてボルト接合や溶接により接合され、必要に応じて補強用の棒材1bもボルト接合や溶接により接合されて構成され、下弦材2は、断面形状が長方形の角パイプ材により、パイプ材3は、断面形状が円形の丸パイプ材によりそれぞれ構成されている。
Embodiments of an assembling method for a long material according to the present invention and an assembling jig used in the method will be described with reference to the drawings.
This long material assembling method and jig are for constructing, for example, a roof truss, which is an example of a building truss structure. As shown in FIG. The upper chord material frame 1, the lower chord material 2 positioned below, and the pipe material 3 as a truss member that is an example of a long material that connects the upper chord material frame 1 and the lower chord material 2 to each other.
The upper chord material frame 1 is assembled by assembling a rectangular H-shaped steel 1a as a truss member, which is an example of a long material, by bolting or welding. If necessary, a reinforcing bar 1b is also joined by bolting or welding. The lower chord material 2 is composed of a rectangular pipe material having a rectangular cross section, and the pipe material 3 is composed of a round pipe material having a circular cross section.

トラス部材としてのH型鋼1aとパイプ材3において、平面視で「田」の字に組み付けられたH型鋼1a、および、斜めに配置された6本のパイプ材3と上下方向に配置された1本のパイプ材3で構成されるトラスをひとつの単位トラスTとして、その単位トラスTの多数が接合され、または、単位トラスTと平面トラス(図示せず)が一つ置きに接合されて屋根用トラスRTが構成されている。
各単位トラスTにおいて、斜めに配置された6本のパイプ材3と上下方向に配置された1本のパイプ材3との合計7本のパイプ材3は、予め決められた所定角度で交差して、各パイプ材3の下端部が互いにつき合わせた状態で、さらに、下弦材2にもつき合わせた状態に配置されて、各下端部どうしが溶接により接合されるとともに、下弦材2に対しても溶接により接合されている。
In the H-shaped steel 1a and the pipe material 3 as the truss members, the H-shaped steel 1a assembled in the shape of the “field” in a plan view, and the six pipe materials 3 arranged obliquely and the 1 arranged in the vertical direction A truss composed of a pipe material 3 is used as one unit truss T, and many of the unit trusses T are joined, or unit trusses T and flat trusses (not shown) are joined every other roof. Truss RT is configured.
In each unit truss T, a total of seven pipe members 3 of six pipe members 3 arranged obliquely and one pipe member 3 arranged in the vertical direction intersect at a predetermined angle. The lower ends of the pipe members 3 are in contact with each other and are also attached to the lower chord member 2, and the lower ends are joined together by welding. Even it is joined by welding.

このような単位トラスTにおいて、合計7本のパイプ材3の下端部が、互いにつき合わせ溶接により接合されているのに対し、各パイプ材3の上端部は、他のトラス部材であるH型鋼1aに対してボルト接合されている。すなわち、図7に詳しく示すように、各パイプ材3の上端部には、スリット4が設けられ、スリット4に板材5が挿入されて溶接付けされ、他方、H型鋼1aには板材6が溶接付けされ、パイプ材側の板材5には複数のボルト孔5aが穿設され、H型鋼側の板材6にも複数のボルト孔6aが穿設されている。
そして、両板材5,6をつき合わせた状態で、両板材5,6の両側に両板材5,6間にわたる一対の添え板材7を配置し、両添え板材7に穿設のボルト孔7aと板材5のボルト孔5a、および、両添え板7のボルト孔7aと板材6のボルト孔6aにわたってボルト8をそれぞれ挿通し、ナット9により締付けてボルト接合されている。
なお、各ボルト孔5a,6a,7aは、ボルト8の径に対して比較的大きな径または長い孔とされている。
In such a unit truss T, the lower ends of a total of seven pipe members 3 are joined together by butt welding, whereas the upper ends of each pipe member 3 are H-shaped steels that are other truss members. It is bolted to 1a. That is, as shown in detail in FIG. 7, a slit 4 is provided at the upper end of each pipe member 3, and a plate member 5 is inserted into the slit 4 and welded, while a plate member 6 is welded to the H-shaped steel 1a. In addition, a plurality of bolt holes 5a are formed in the plate material 5 on the pipe material side, and a plurality of bolt holes 6a are also formed in the plate material 6 on the H-shaped steel side.
Then, in a state where the two plate members 5 and 6 are put together, a pair of auxiliary plate members 7 extending between the two plate members 5 and 6 are arranged on both sides of the two plate members 5 and 6, and bolt holes 7 a drilled in both auxiliary plate members 7 and Bolts 8 are respectively inserted through the bolt holes 5 a of the plate material 5, the bolt holes 7 a of both the attached plates 7, and the bolt holes 6 a of the plate material 6, and are fastened by nuts 9 to be bolted.
Each bolt hole 5a, 6a, 7a has a relatively large diameter or a long hole with respect to the diameter of the bolt 8.

上述した合計7本のパイプ材3の下端部は、つき合わせ溶接のために比較的複雑な形状や角度を有することになるが、3次元CADを使用することによって、その端面形状を所望どおりに描くことができ、3Dレーザ加工機を使用することによって、その端面形状に沿って各パイプ材3の下端部を容易に切断することができる。さらに、そのパイプ材3やH型鋼1aにより単位トラスTを組立てるには、特殊な組立て用治具Jが使用される。
その組立て用治具Jは、図5に示すように、合計7本のパイプ材3のうちの斜めに配置された6本のパイプ材3を所定角度で支持自在な6個の支持部11を有する治具本体10を備え、その治具本体10が、図4に示すように、図外のシリンダなどにより上下方向へ昇降自在に構成された昇降装置12を介して台車13上に載置されている。そして、その台車13の下方には合計4個の車輪14が取り付けられて一対のレール15上に載置され、台車13が、レール15に沿って横方向へ移動自在に構成され、昇降装置12と台車13により治具本体10を上下方向と横方向へ揺り動かす揺動手段Yが構成されている。
The lower end portion of the total seven pipe members 3 described above has a relatively complicated shape and angle for butt welding, but by using a three-dimensional CAD, the end face shape is set as desired. It is possible to draw, and by using a 3D laser processing machine, the lower end portion of each pipe member 3 can be easily cut along the shape of the end face. Furthermore, a special assembling jig J is used to assemble the unit truss T with the pipe material 3 and the H-shaped steel 1a.
As shown in FIG. 5, the assembling jig J includes six support portions 11 that can freely support six pipe members 3 arranged diagonally out of a total of seven pipe members 3 at a predetermined angle. As shown in FIG. 4, the jig body 10 is placed on a carriage 13 via an elevating device 12 configured to be movable up and down by a cylinder or the like (not shown). ing. A total of four wheels 14 are attached below the carriage 13 and placed on a pair of rails 15. The carriage 13 is configured to be movable along the rails 15 in the lateral direction. The carriage 13 constitutes swing means Y that swings the jig main body 10 in the vertical direction and the horizontal direction.

つぎに、この組立て用治具Jを使用して単位トラスTを組立てる手順につき、図2〜図6を参照して説明する。
まず、図2に示すように、H型鋼1aと棒材1bを組み付けて溶接し、所定形状の上弦材架構1を地組みし、下弦材2を下弦材用架台17上に載置するとともに、図3に示すように、上弦材架構1を上弦材用架台16上に載置し、図4に示すように、下弦材2の下方に組立て用治具Jを据え付ける。
その後、組立て用治具Jの昇降装置12をいったん下降させ、予めH型鋼1aに取り付けた板材6と各パイプ材3の上端部に取り付けた板材5、添え板材7、および、ボルト8とナット9を使用して、合計7本のパイプ材3の上端部を上弦材架構1のH型鋼1aに緩く仮止めするとともに、斜めに配置される6本のパイプ材3と下弦材2については、図5の(イ)、(ロ)に示すように、治具本体10の支持部11にそれぞれ支持させる。
Next, a procedure for assembling the unit truss T using the assembling jig J will be described with reference to FIGS.
First, as shown in FIG. 2, the H-shaped steel 1a and the bar 1b are assembled and welded, the upper chord material frame 1 having a predetermined shape is grounded, and the lower chord material 2 is placed on the lower chord material frame 17, As shown in FIG. 3, the upper chord material frame 1 is placed on the upper chord material frame 16, and the assembly jig J is installed below the lower chord material 2 as shown in FIG. 4.
Thereafter, the ascending / descending device 12 of the assembling jig J is once lowered, the plate material 6 previously attached to the H-shaped steel 1a, the plate material 5 attached to the upper end portion of each pipe material 3, the accessory plate material 7, the bolt 8 and the nut 9 Are used to loosely temporarily fix the upper ends of the seven pipe members 3 to the H-shaped steel 1a of the upper chord member frame 1, and the six pipe members 3 and the lower chord member 2 that are arranged obliquely are shown in FIG. 5 (a) and 5 (b), the support unit 11 of the jig body 10 is supported.

その状態では、各パイプ材3の下端部の端面どうしは、必ずしもつき合わせ溶接が可能な状態になっておらず、むしろ、つき合わせ溶接が不可能な状態になっている。
そこで、昇降装置12により治具本体10を2〜3回程度上下昇降させる。その上下昇降時、各パイプ材3の上端部はH型鋼1aに緩く仮止めされているだけなので、各パイプ材3は姿勢調整自在な状態にあり、かつ、治具本体10も台車13の移動によって横移動自在な状態にあるので、合計7本のパイプ材3、特に斜めに配置される6本のパイプ材3は、図5の(ロ)に示すように、治具本体10の支持部11になじむように姿勢調整され、各パイプ材3の端面どうしが、つき合わせ溶接可能な状態に調整される。
その後、必要に応じて、隣接する上弦材架構1にもパイプ材3を仮止めし、つき合わせ可能な状態に調整されたパイプ材3については、各パイプ材3の端面どうしをつき合わせ溶接するとともに、ボルト8とナット9をしっかりと締め付けて、各パイプ材3の上端部をH型鋼1aに固定し、図6に示す単位トラスTに組立てるのである。
In that state, the end surfaces of the lower end portions of the pipe members 3 are not necessarily in a state in which butt welding is possible, but rather in a state in which butt welding is impossible.
Therefore, the jig body 10 is moved up and down about 2 to 3 times by the lifting device 12. Since the upper end of each pipe member 3 is only loosely temporarily fixed to the H-shaped steel 1a during the vertical movement, each pipe member 3 is in a state in which the posture can be freely adjusted, and the jig body 10 is also moved by the carriage 13. The total of seven pipe members 3, particularly the six pipe members 3 arranged obliquely, as shown in FIG. 5B, are supported by the support portion of the jig body 10. 11 is adjusted so that the end faces of the pipe members 3 can be butt-welded.
Thereafter, if necessary, the pipe material 3 is temporarily fixed also to the adjacent upper chord material frame 1, and the end faces of the pipe materials 3 are butt-welded for the pipe material 3 adjusted so as to be able to mate. At the same time, the bolts 8 and the nuts 9 are firmly tightened, and the upper ends of the pipe members 3 are fixed to the H-shaped steel 1a and assembled into the unit truss T shown in FIG.

〔別実施形態〕
(1)先の実施形態では、上弦材架構1を構成するトラス部材としてH型鋼1aを示し、上弦材架構1と下弦材2を連結するトラス部材として丸パイプ材3を示したが、これらのトラス部材としては、H型鋼や丸パイプ材をはじめとして、各種形状の型鋼や角パイプ材などを使用して実施することもできる。
また、長尺材の一例であるトラス部材を使用して建築用トラス構造である屋根用トラスRTを構築した例を示したが、本発明の対象は特に屋根用トラスRTなどの建築用トラス構造に限るものではなく、建築以外の各種の分野において、長尺材を組み立てる際に実施することができる。
[Another embodiment]
(1) In the previous embodiment, the H-shaped steel 1a was shown as the truss member constituting the upper chord member frame 1, and the round pipe member 3 was shown as the truss member connecting the upper chord member frame 1 and the lower chord member 2. As the truss member, it is possible to implement various shapes of steel shapes and square pipe materials including H-shape steel and round pipe materials.
Moreover, although the example which constructed | assembled the roof truss RT which is a building truss structure using the truss member which is an example of a elongate material was shown, the object of this invention is construction truss structures especially for roof truss RT etc. The present invention is not limited to this, and can be carried out when assembling long materials in various fields other than architecture.

(2)先の実施形態では、昇降装置12と台車13により揺動手段Yを構成した例を示したが、昇降装置12や台車13以外の各種の装置により揺動手段Yを構成することができ、また、昇降装置12に関しても、特にシリンダに限るものではなく、例えば、ラックとピニオンなどにより昇降装置を構成することもできる。 (2) In the previous embodiment, the example in which the swinging unit Y is configured by the lifting device 12 and the carriage 13 has been described. However, the swinging unit Y may be configured by various devices other than the lifting unit 12 and the carriage 13. Further, the lifting device 12 is not particularly limited to the cylinder, and the lifting device can be configured by a rack and a pinion, for example.

建築用トラス構造を下方から見た斜視図Perspective view of the building truss structure viewed from below 建築用トラス構造の組立て工程を示す斜視図Perspective view showing assembly process of building truss structure 建築用トラス構造の組立て工程を示す斜視図Perspective view showing assembly process of building truss structure 建築用トラス構造の組立て工程を示す側面図Side view showing assembly process of building truss structure 建築用トラス構造の組立て工程における作用を示す斜視図The perspective view which shows the effect | action in the assembly process of the truss structure for construction 建築用トラス構造の組立て工程を示す斜視図Perspective view showing assembly process of building truss structure トラス部材のボルト接合を示す断面図Sectional view showing bolt connection of truss member

符号の説明Explanation of symbols

1a 長尺材の一例であるトラス部材
3 長尺材の一例であるトラス部材としてのパイプ材
10 治具本体
11 支持部
12 昇降装置
13 台車
J 組立て用治具
Y 揺動手段
DESCRIPTION OF SYMBOLS 1a Truss member which is an example of elongate material 3 Pipe material as a truss member which is an example of elongate material 10 Jig body 11 Support part 12 Lifting device 13 Carriage J Assembly jig Y Swing means

Claims (5)

所定角度で交差する複数本の長尺材の端面を互いにつき合わせた状態で接合して組み立てる長尺材の組立て方法であって、
前記複数本の長尺材を前記所定角度で支持自在な組立て用治具により支持し、その組立て用治具を上下方向と横方向へ揺り動かすことにより前記長尺材の姿勢を調整して、その長尺材の端面どうしをつき合わせて接合する長尺材の組立て方法。
A method for assembling a long material that is assembled by joining and assembling end surfaces of a plurality of long materials intersecting each other at a predetermined angle,
The plurality of long materials are supported by an assembly jig that can be supported at the predetermined angle, and the posture of the long material is adjusted by swinging the assembly jig in the vertical direction and the horizontal direction, A method for assembling long materials in which the end surfaces of long materials are joined together.
前記長尺材がトラス部材であり、そのトラス部材の端面どうしを溶接により接合して建築用トラス構造に組み立てる請求項1に記載の長尺材の組立て方法。   The method for assembling a long material according to claim 1, wherein the long material is a truss member, and end faces of the truss member are joined together by welding to assemble the building truss structure. 前記トラス部材がパイプ材である請求項2に記載の長尺材の組立て方法。   The long material assembling method according to claim 2, wherein the truss member is a pipe material. 所定角度で交差する複数本の長尺材の端面を互いにつき合わせた状態で接合して組み立てるのに使用する長尺材の組立て用治具であって、
その組立て用治具が、前記複数本の長尺材を前記所定角度で支持自在な支持部を有する治具本体と、その治具本体を上下方向と横方向へ揺り動かす揺動手段を備えている長尺材の組立て用治具。
A long material assembling jig used for joining and assembling in a state where end surfaces of a plurality of long materials intersecting each other at a predetermined angle are attached to each other,
The assembling jig includes a jig main body having a support portion capable of supporting the plurality of long materials at the predetermined angle, and a swinging means for swinging the jig main body in the vertical direction and the horizontal direction. Jig for assembling long materials.
前記治具本体が、その治具本体を上下方向へ昇降させる昇降装置を介して横方向へ移動自在な台車上に載置され、前記揺動手段が、その台車と昇降装置により構成されている請求項4に記載の長尺材の組立て用治具。   The jig body is placed on a carriage that is movable in the lateral direction via a lifting device that raises and lowers the jig body in the vertical direction, and the swinging means is constituted by the carriage and the lifting device. The long material assembling jig according to claim 4.
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CN102777050A (en) * 2012-08-22 2012-11-14 河北二十冶工程技术有限公司 Assembly type jig frame for longspan pipe truss roof girder
CN112112287A (en) * 2020-08-26 2020-12-22 中建钢构武汉有限公司 Manufacturing method of crotch-shaped supporting node
CN114635548A (en) * 2022-02-18 2022-06-17 中铁五局集团建筑工程有限责任公司 Rapid and accurate assembling device and method for hyperbolic space inverted triangular steel truss
CN117759049A (en) * 2024-02-22 2024-03-26 山西潇河建筑产业有限公司 Large-span pipe truss positioning device
CN117759049B (en) * 2024-02-22 2024-04-26 山西潇河建筑产业有限公司 Large-span pipe truss positioning device

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CN102777050A (en) * 2012-08-22 2012-11-14 河北二十冶工程技术有限公司 Assembly type jig frame for longspan pipe truss roof girder
CN102777050B (en) * 2012-08-22 2015-03-25 河北二十冶工程技术有限公司 Assembly type jig frame for longspan pipe truss roof girder
CN112112287A (en) * 2020-08-26 2020-12-22 中建钢构武汉有限公司 Manufacturing method of crotch-shaped supporting node
CN114635548A (en) * 2022-02-18 2022-06-17 中铁五局集团建筑工程有限责任公司 Rapid and accurate assembling device and method for hyperbolic space inverted triangular steel truss
CN114635548B (en) * 2022-02-18 2024-04-05 中铁五局集团建筑工程有限责任公司 Rapid and accurate assembling device and method for hyperbolic space inverted triangle steel truss
CN117759049A (en) * 2024-02-22 2024-03-26 山西潇河建筑产业有限公司 Large-span pipe truss positioning device
CN117759049B (en) * 2024-02-22 2024-04-26 山西潇河建筑产业有限公司 Large-span pipe truss positioning device

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