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JP4863783B2 - Steel pipe joint structure and steel pipe joining method - Google Patents
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JP4863783B2 - Steel pipe joint structure and steel pipe joining method - Google Patents

Steel pipe joint structure and steel pipe joining method Download PDF

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JP4863783B2
JP4863783B2 JP2006175954A JP2006175954A JP4863783B2 JP 4863783 B2 JP4863783 B2 JP 4863783B2 JP 2006175954 A JP2006175954 A JP 2006175954A JP 2006175954 A JP2006175954 A JP 2006175954A JP 4863783 B2 JP4863783 B2 JP 4863783B2
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steel pipe
flat plate
joint
metal touch
steel
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秀男 吉村
一樹 西之園
明 出口
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Takenaka Corp
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Description

本発明は、鋼管仕口構造及び鋼管接合方法に関するものであり、より詳細には、鋼構造建築物の構造用鋼管を任意の角度に突合せ溶接することができる鋼管仕口構造及び鋼管接合方法に関するものである。   The present invention relates to a steel pipe joint structure and a steel pipe joining method, and more particularly to a steel pipe joint structure and a steel pipe joining method capable of butt welding a structural steel pipe of a steel structure building at an arbitrary angle. Is.

構造用鋼管を突合せ溶接する溶接法の従来方式として、段切り方式、裏当板スライド方式、裏当板メタルタッチ方式、裏当板張り出し方式等の各種方式が知られている。このような方式の溶接法の改良として、接合すべき鋼管の各小口面にエンドプレートを面一に固定するとともに、環状の鋼製介設部材をエンドプレート間に介挿して溶接ギャップを形成し、鋼管の小口面を突合せ溶接する溶接方法が、特開平8−239909公報(特許文献1)に開示されている。   As a conventional welding method for butt welding structural steel pipes, various methods such as a stepping method, a backing plate slide method, a backing plate metal touch method, and a backing plate projecting method are known. As an improvement of this type of welding method, the end plate is fixed flush with each small face of the steel pipe to be joined, and an annular steel intermediate member is inserted between the end plates to form a welding gap. JP-A-8-239909 (Patent Document 1) discloses a welding method for butt-welding a small end surface of a steel pipe.

このような従来の溶接法は、いずれも、軸芯が合芯した鋼管同士を直管形態に接合する際に使用される。しかし、軸芯が相対的に傾斜した鋼管同士を接合する場合には、鋼管の小口面が鋼管の軸芯に対して傾斜した方向に切断され、楕円形小口面が仕口部に形成される。このため、裏当板や、裏当用鋼管等を鋼管の小口部に挿入し難く、小口部内周面に対して裏当板等を正確に内接させることも困難であるので、傾斜角を有する鋼管同士の突合せ溶接は、溶接熟練者等の高度な鋼管切断技能及び鋼管溶接技能に依存するか、或いは、高価な鋳鋼製トラスノード等を用いなければならなかった。   Any of these conventional welding methods is used when joining steel pipes with axial cores in a straight pipe form. However, when joining steel pipes whose shaft cores are relatively inclined, the small end surfaces of the steel pipes are cut in a direction inclined with respect to the axial center of the steel pipe, and an elliptical small end surface is formed in the joint portion. . For this reason, it is difficult to insert the backing plate, the backing steel pipe, etc. into the small edge portion of the steel pipe, and it is also difficult to accurately inscribe the backing plate etc. against the inner peripheral surface of the small edge portion. Butt welding between steel pipes has to depend on advanced steel pipe cutting skills and steel pipe welding skills of welding experts, or expensive cast steel truss nodes have to be used.

軸芯が相対的に傾斜した鋼管同士の突合せ溶接を要する鋼構造物として、単層ラチス構造のドームが挙げられる。単層ラチスドームは、ラチス部材を構成する鋼管同士を溶接によって剛接合し、鋼構造骨組の高剛性化及び軽量化を同時に実現しようとするものである。この種の単層ラチスドームは、同一規模の複層トラス構造の鋼構造骨組と比べ、鋼材量及びジョイント数が比較的少なく、建設コスト低減や、工期短縮等の観点からも有利であり、しかも、採光・遮光の設計自由度や、内部空間の有効利用等の点においても優れることから、競技場等の大空間の屋根構造として近年殊に注目されている。
特開平8−239909公報
As a steel structure that requires butt welding between steel pipes having relatively inclined shaft cores, a dome having a single-layer lattice structure is exemplified. The single-layer lattice dome is to rigidly join steel pipes constituting a lattice member by welding to simultaneously achieve high rigidity and light weight of the steel structure frame. This kind of single-layer lattice dome has a relatively small amount of steel and the number of joints compared to a steel structure frame of the same scale multi-layer truss structure, and is advantageous from the viewpoint of construction cost reduction, shortening the construction period, etc. In recent years, it has attracted much attention as a roof structure for large spaces such as stadiums because of its excellent design freedom in daylighting and shading and effective use of internal space.
JP-A-8-239909

このような単層ラチス構造においては、任意の方向に配向した鋼管同士をジョイント部で接合しなければならない。殊に、中規模又は大規模の単層ラチス構造物では、このような仕口構造を随所に適用しなければならないことから、溶接熟練者等の高度な鋼管切断技能及び鋼管溶接技能に依存することは、現実には困難である。このため、鋳鋼製トラスノード等の特殊且つ専用のジョイント部材を使用し、トラスノードに対して鋼管を溶接する方法が一般に採用されてきた。   In such a single-layer lattice structure, steel pipes oriented in an arbitrary direction must be joined at a joint portion. Especially for medium- or large-scale single-layer lattice structures, such a joint structure must be applied everywhere, so that it depends on advanced steel pipe cutting skills and steel pipe welding skills of welding experts etc. That is difficult in reality. For this reason, a method of welding a steel pipe to a truss node using a special and dedicated joint member such as a cast steel truss node has been generally adopted.

しかし、この種のジョイント部材の使用は、建設費の高額化や、工期の長期化をもたらすばかりでなく、ジョイント部材の外観が構造体の意匠性に比較的大きく影響する。このため、このようなジョイント部材を用いず、しかも、溶接熟練者等の高度な鋼管切断技能及び鋼管溶接技能に依存することなく、単層ラチス構造の鋼管を突合せ溶接することができる鋼管仕口構造の開発が要望された。   However, the use of this type of joint member not only increases the construction cost and lengthens the construction period, but also the appearance of the joint member has a relatively large influence on the design of the structure. Therefore, a steel pipe joint capable of butt welding a single-layer latticed steel pipe without using such a joint member and without depending on advanced steel pipe cutting skills and steel pipe welding skills of welding experts etc. Development of the structure was requested.

本発明は、このような事情に鑑みてなされたものであり、その目的とするところは、鋳鋼製トラスノード等の特殊且つ専用のジョイント部材を用いることなく、しかも、溶接熟練者等の高度な鋼管切断技能及び鋼管溶接技能に依存することなく、軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接することができる鋼管仕口構造及び鋼管接合方法を提供することにある。   The present invention has been made in view of such circumstances, and the object of the present invention is not to use a special and dedicated joint member such as a cast steel truss node, but also to an advanced welding expert. An object of the present invention is to provide a steel pipe joint structure and a steel pipe joining method capable of butt-welding the joint ends of steel pipes whose axis cores are relatively inclined without depending on the steel pipe cutting skill and the steel pipe welding skill.

本発明者は、上記目的を達成すべく鋭意研究を重ねた結果、近年の三次元レーザー切断技術の発展によって鋼管の仕口端を高精度に切断することが可能となった点に着目し、かかる知見に基づいて本発明を達成したものである。即ち、本発明は、
軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接するための鋼管仕口構造において、
前記仕口端を構成する前記鋼管の小口部は、該鋼管の中心軸線に対して傾斜角を有する小口面を備え、メタルタッチ面を有する平板の外周面が、前記小口部の開口に部分的に挿入され、前記平板の外周面は、前記メタルタッチ面に対する母線を前記鋼管の中心軸線と実質的に平行に配向し且つ前記小口部の開口に内接する輪郭を有し、前記メタルタッチ面は、前記小口部から突出した位置に位置決めされることを特徴とする鋼管仕口構造を提供する。
As a result of earnest research to achieve the above object, the present inventor has paid attention to the fact that it has become possible to cut the end of a steel pipe with high precision by the development of recent three-dimensional laser cutting technology, The present invention has been achieved based on such findings. That is, the present invention
In the steel pipe joint structure for butt welding the joint ends of steel pipes whose axis is relatively inclined,
The fore end portion of the steel pipe constituting the end of the joint has a fore end surface having an inclination angle with respect to the central axis of the steel pipe, and the outer peripheral surface of the flat plate having a metal touch surface is partially in the opening of the end end portion. The outer peripheral surface of the flat plate has a contour in which a generatrix with respect to the metal touch surface is oriented substantially parallel to a central axis of the steel pipe and inscribed in the opening of the fore edge, the metal touch surface is A steel pipe joint structure is provided which is positioned at a position protruding from the small edge portion.

本発明の上記構成によれば、メタルタッチ面に対する平板外周面の母線が、鋼管の中心軸線と実質的に平行に配向され、平板外周面は、小口部内周面に内接するように仕口端開口に挿入される。平板外周面は、部分的に仕口端開口に挿入されるにすぎず、メタルタッチ面は、仕口端開口から突出した位置に位置決めされる。突合せ溶接すべき部材のメタルタッチ面に対して平板のメタルタッチ面を面接触させることにより、仕口端開口から突出した平板部分の周囲に溶接ギャップが形成される。このような構成によれば、軸芯が相対的に傾斜した鋼管の仕口端に上記平板を夫々配設し、メタルタッチ面同士を面接触させることにより、対向する鋼管仕口端の間に溶接ギャップを形成するとともに、溶接用裏当を平板外周面によって溶接ギャップのルート部に形成することができる。かくして、上記構成の鋼管仕口構造によれば、鋳鋼製トラスノード等の特殊且つ専用のジョイント部材を用いず、しかも、溶接熟練者等の高度な鋼管切断技能及び鋼管溶接技能に依存することなく、軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接することができる。   According to the above-described configuration of the present invention, the generatrix end is formed such that the generatrix of the outer peripheral surface of the flat plate with respect to the metal touch surface is oriented substantially parallel to the central axis of the steel pipe, Inserted into the opening. The outer peripheral surface of the flat plate is only partially inserted into the joint end opening, and the metal touch surface is positioned at a position protruding from the joint end opening. By bringing the flat metal touch surface into surface contact with the metal touch surface of the member to be butt welded, a welding gap is formed around the flat plate portion protruding from the end opening. According to such a configuration, the flat plate is disposed at the joint end of the steel pipe whose axis is relatively inclined, and the metal touch surfaces are brought into surface contact with each other, so that the steel pipe joint ends are opposed to each other. A welding gap can be formed, and a welding backing can be formed on the root portion of the welding gap by a flat plate outer peripheral surface. Thus, according to the steel pipe joint structure of the above configuration, a special and dedicated joint member such as a cast steel truss node is not used, and it does not depend on advanced steel pipe cutting skills and steel pipe welding skills of welding experts etc. The joint ends of steel pipes whose shaft cores are relatively inclined can be butt welded.

本発明は又、軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接するための鋼管仕口構造において、
前記仕口端を構成する前記鋼管の小口部は、該鋼管の中心軸線に対して傾斜角を有する小口面を備え、メタルタッチ面を有する平板の外周面が、前記小口部の開口に部分的に挿入され、
前記小口部及び平板は、前記平板を前記小口部の開口に挿入する際に平板及び鋼管の相対位置を規制するとともに、平板の挿入位置及び相対回転を機械的に制限する位置決め機構を有することを特徴とする鋼管仕口構造を提供する。
The present invention also provides a steel pipe joint structure for butt welding the joint ends of steel pipes whose axis is relatively inclined.
The fore end portion of the steel pipe constituting the end of the joint has a fore end surface having an inclination angle with respect to the central axis of the steel pipe, and the outer peripheral surface of the flat plate having a metal touch surface is partially in the opening of the end end portion. Inserted into
The small edge portion and the flat plate have a positioning mechanism that restricts the relative position of the flat plate and the steel pipe when the flat plate is inserted into the opening of the small edge portion, and mechanically restricts the insertion position and relative rotation of the flat plate. Providing a characteristic steel pipe joint structure.

本発明の上記構成によれば、上記位置決め機構によって平板を正確に鋼管の小口部に位置決めできるので、平板の位置決め作業は簡素化し、接合作業の作業効率は向上する。また、鋼管小口部の開口に挿入された平板は、溶接すべき他の鋼材のメタルタッチ面に面接触し、平板部分の周囲に溶接ギャップが形成されるので、鋼管の仕口端を比較的容易に溶接することができる。かくして、このような構成の鋼管仕口構造によれば、鋳鋼製トラスノード等の特殊且つ専用のジョイント部材を用いず、しかも、溶接熟練者等の高度な鋼管切断技能及び鋼管溶接技能に依存することなく、軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接することができる。   According to the above configuration of the present invention, since the flat plate can be accurately positioned at the small edge portion of the steel pipe by the positioning mechanism, the flat plate positioning work is simplified and the work efficiency of the joining work is improved. In addition, the flat plate inserted in the opening of the steel pipe edge part is in surface contact with the metal touch surface of the other steel material to be welded, and a welding gap is formed around the flat plate part. Can be easily welded. Thus, according to the steel pipe joint structure having such a configuration, a special and dedicated joint member such as a cast steel truss node is not used, and it depends on advanced steel pipe cutting skills and steel pipe welding skills of welding experts and the like. It is possible to butt-weld the joint ends of steel pipes whose axis is relatively inclined.

本発明は更に、軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接するための鋼管仕口構造において、
前記仕口端を構成する前記鋼管の小口部は、該鋼管の中心軸線に対して傾斜角を有する小口面を備え、メタルタッチ面を有する平板の外周面が、前記小口部の開口に部分的に挿入され、
前記平板は、対向する前記メタルタッチ面の相対位置を位置決めするための位置決め機構を有することを特徴とする鋼管仕口構造を提供する。
The present invention further provides a steel pipe joint structure for butt welding the joint ends of steel pipes whose axis is relatively inclined.
The fore end portion of the steel pipe constituting the end of the joint has a fore end surface having an inclination angle with respect to the central axis of the steel pipe, and the outer peripheral surface of the flat plate having a metal touch surface is partially in the opening of the end end portion. Inserted into
The flat plate provides a steel pipe joint structure having a positioning mechanism for positioning a relative position of the metal touch surfaces facing each other.

相対的に傾斜した鋼管同士を接合する場合、対向するメタルタッチ面同士を正確に整合させることは困難であるが、本発明の上記構成によれば、位置決め機構の採用により、メタルタッチ面の相対位置を正確に位置決めし、鋼管同士を高精度に突合せ溶接することができるので、鋼管組立作業の作業効率は向上する。また、突合せ溶接すべき部材のメタルタッチ面に対して上記平板のメタルタッチ面を面接触させることにより、平板部分の周囲に溶接ギャップが形成されるので、鋼管の仕口端を比較的容易に溶接することができる。かくして、このような構成の鋼管仕口構造によれば、鋳鋼製トラスノード等の特殊且つ専用のジョイント部材を用いず、しかも、溶接熟練者等の高度な鋼管切断技能及び鋼管溶接技能に依存することなく、軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接することができる。   When joining relatively inclined steel pipes, it is difficult to accurately align the opposing metal touch surfaces. However, according to the above configuration of the present invention, the positioning of the metal touch surfaces can Since the positions can be accurately determined and the steel pipes can be butt-welded with high precision, the work efficiency of the steel pipe assembly work is improved. Further, by bringing the metal touch surface of the flat plate into surface contact with the metal touch surface of the member to be butt welded, a welding gap is formed around the flat plate portion, so that the end of the steel pipe can be relatively easily moved. Can be welded. Thus, according to the steel pipe joint structure having such a configuration, a special and dedicated joint member such as a cast steel truss node is not used, and it depends on advanced steel pipe cutting skills and steel pipe welding skills of welding experts and the like. It is possible to butt-weld the joint ends of steel pipes whose axis is relatively inclined.

他の観点より、本発明は、軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接する鋼管接合方法において、
前記鋼管の中心軸線に対して傾斜角をなす小口面を切断して前記仕口端の小口部を形成し、
メタルタッチ面を有する平板の外周面を前記小口部の開口に部分的に挿入し、前記平板の外周面を前記小口部の開口に内接させるとともに、前記メタルタッチ面を前記小口部から突出した位置に位置決めし、
突合せ溶接すべき部材のメタルタッチ面に対して前記メタルタッチ面を面接触せしめ、前記メタルタッチ面の突出によって溶接ギャップを形成するとともに、溶接用裏当を前記外周面によって前記溶接ギャップのルート部に形成することを特徴とする鋼管接合方法を提供する。
From another point of view, the present invention provides a steel pipe joining method for butt welding the joint ends of steel pipes whose axis is relatively inclined.
Cutting the fore end surface forming an angle of inclination with respect to the central axis of the steel pipe to form the end part of the joint end,
The outer peripheral surface of a flat plate having a metal touch surface is partially inserted into the opening of the fore edge, the outer peripheral surface of the flat plate is inscribed in the opening of the fore edge, and the metal touch surface protrudes from the fore edge. To position,
The metal touch surface is brought into surface contact with the metal touch surface of a member to be butt welded, and a welding gap is formed by the protrusion of the metal touch surface, and a welding backing is rooted by the outer peripheral surface of the welding gap. A steel pipe joining method is provided.

本発明は又、軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接する鋼管接合方法において、
前記鋼管の中心軸線に対して傾斜角をなす小口面を切断して前記仕口端の小口部を形成するとともに、前記小口部の開口に部分的に挿入され且つメタルタッチ面を有する平板の挿入位置及び相対回転を規制する機械的係合要素を前記平板及び前記小口部に形成し、
前記平板を前記小口部の開口に挿入する際に前記平板及び鋼管の相対位置を前記機械的係合要素によって決定するとともに、前記平板の挿入位置及び相対回転を前記機械的係合要素によって制限することを特徴とする鋼管接合方法を提供する。
The present invention is also a steel pipe joining method of butt welding the joint ends of steel pipes whose axis is relatively inclined.
Inserting a flat plate having a metal touch surface that is partially inserted into the opening of the fore end while cutting the fore end with an inclination angle with respect to the central axis of the steel pipe to form the end of the end of the end Forming a mechanical engagement element for regulating position and relative rotation in the flat plate and the fore edge,
When the flat plate is inserted into the opening of the small opening, the relative position of the flat plate and the steel pipe is determined by the mechanical engagement element, and the insertion position and the relative rotation of the flat plate are limited by the mechanical engagement element. A steel pipe joining method is provided.

本発明は更に、軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接する鋼管接合方法において、
前記鋼管の中心軸線に対して傾斜角をなす小口面を切断して前記仕口端の小口部を形成し、
メタルタッチ面を有する平板の外周面を前記小口部の開口に部分的に挿入するとともに、対向する前記メタルタッチ面の相対位置を位置決めするための機械的係合要素を前記平板に係合させることにより、メタルタッチ面同士の相対位置を位置決めすることを特徴とする鋼管接合方法を提供する。
The present invention further provides a steel pipe joining method for butt welding the joint ends of steel pipes whose axis is relatively inclined.
Cutting the fore end surface forming an angle of inclination with respect to the central axis of the steel pipe to form the end part of the joint end,
The outer peripheral surface of a flat plate having a metal touch surface is partially inserted into the opening of the fore edge, and a mechanical engagement element for positioning the relative position of the opposing metal touch surface is engaged with the flat plate. By this, the steel pipe joining method characterized by positioning the relative position of metal touch surfaces is provided.

本発明の鋼管仕口構造及び鋼管接合方法によれば、鋳鋼製トラスノード等の特殊且つ専用のジョイント部材を用いることなく、しかも、溶接熟練者等の高度な鋼管切断技能及び鋼管溶接技能に依存することなく、軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接することができる。   According to the steel pipe joint structure and the steel pipe joining method of the present invention, without using a special and dedicated joint member such as a cast steel truss node, it also depends on advanced steel pipe cutting skills and steel pipe welding skills such as welding experts. It is possible to butt-weld the joint ends of the steel pipes whose shaft cores are relatively inclined without doing so.

本発明の好適な実施形態によれば、平板の挿入位置及び相対回転を規制する機械的係合要素が、小口部及び平板の位置決め機構として平板及び小口部に形成され、平板及び鋼管の相対位置は、平板を小口部の開口に挿入する際に機械的係合要素によって決定され、平板の挿入位置及び相対回転は、機械的係合要素によって制限される。例えば、機械的係合要素として、スリット又は溝が鋼管の小口部に形成され、同じく機械的係合要素として、突起又はホゾが平板の外周面に形成される。平板は、突起又はホゾと、スリット又は溝とを整合させた状態で鋼管の小口部に挿入され、突起は、スリットの終端部に衝合し、更なる平板の挿入は、制限される。このような位置決め機構により、平板の位置決め作業を簡素化し、接合作業の作業効率を向上することができる。   According to a preferred embodiment of the present invention, the mechanical engagement element for restricting the insertion position and relative rotation of the flat plate is formed in the flat plate and the small plate portion as a small plate portion and a flat plate positioning mechanism, and the relative position of the flat plate and the steel pipe Is determined by a mechanical engagement element when the flat plate is inserted into the opening of the fore edge, and the insertion position and relative rotation of the flat plate are limited by the mechanical engagement element. For example, as a mechanical engagement element, a slit or a groove is formed in a small portion of a steel pipe, and similarly, as a mechanical engagement element, a protrusion or a tenon is formed on an outer peripheral surface of a flat plate. The flat plate is inserted into the fore end of the steel pipe with the projections or ridges aligned with the slits or grooves, the projections abut against the end of the slit, and the insertion of further flat plates is restricted. With such a positioning mechanism, the positioning work of the flat plate can be simplified and the work efficiency of the joining work can be improved.

本発明の更に好ましい実施形態によれば、メタルタッチ面同士の位置決め機構は、対向するメタルタッチ面の相対位置を位置決めするための機械的係合要素を有し、メタルタッチ面同士の相対位置は、機械的係合要素を平板に係合させることによって位置決めされる。機械的係合要素は、例えば、平板に穿設した方形断面のスロット又は長孔に係止可能な方形断面のキー部材からなる。   According to a further preferred embodiment of the present invention, the positioning mechanism between the metal touch surfaces has a mechanical engagement element for positioning the relative position of the opposing metal touch surfaces, and the relative position between the metal touch surfaces is The mechanical engagement element is positioned by engaging the flat plate. The mechanical engagement element is formed of, for example, a rectangular cross-section key member that can be locked in a rectangular cross-section slot or slot formed in a flat plate.

上記キー部材は、鋼管の外面に装着されるエレクションピースと実質的に同じ機能を果たすが、従来のエレクションピースと異なり、鋼管接合部に埋め殺すことができる。このため、このようなキー部材を採用することにより、エレクションピースを鋼管から切断撤去してピース係合部のグラインダ掛け処理等を行う従来の作業を省略することが可能となる。   The key member performs substantially the same function as an erection piece mounted on the outer surface of the steel pipe, but unlike a conventional erection piece, it can be buried in the steel pipe joint. For this reason, by adopting such a key member, it is possible to omit the conventional work of cutting and removing the erection piece from the steel pipe and performing the grinder application processing of the piece engaging portion.

本発明の鋼管仕口構造は、二本の鋼管の仕口端を突合せ溶接する鋼管仕口構造のみならず、複数(三本以上)の鋼管の仕口端を単一のジョイント部として突合せ溶接する鋼管仕口構造に適用することができる。従って、本発明は、中規模又は大規模の単層ラチス構造物の鋼管仕口構造として、極めて効果的に使用することができる。   The steel pipe joint structure of the present invention is not only a steel pipe joint structure that butt welds the joint ends of two steel pipes, but also butt welds with the joint ends of multiple (three or more) steel pipes as a single joint. It can be applied to steel pipe joint structure. Therefore, the present invention can be used extremely effectively as a steel pipe joint structure of a medium-scale or large-scale single-layer lattice structure.

本発明の応用として、上記平板によってメタルタッチ面を形成した鋼管の仕口端の間に第2の平板又は平板組立体を更に介挿しても良い。鋼管仕口端のメタルタッチは、第2平板又は平板組立体のメタルタッチ面に突合せ溶接され、鋼管同士は、第2平板又は平板組立体を介して接合される。第2平板又は平板組立体は、鋼管の応力伝達手段を構成する。所望により、鋼管と第2平板又は平板組立体とを位置決めするための簡易な構造のエレクションピースが使用される。エレクションピースは、例えば、第2平板又は平板組立体に係合するとともに、鋼管及び/又は鋼管仕口端の平板に係合し、第2平板又は平板組立体と鋼管との相対位置を規制する。   As an application of the present invention, a second flat plate or a flat plate assembly may be further interposed between the ends of the steel pipe in which the metal touch surface is formed by the flat plate. The metal touch at the end of the steel pipe joint is butt welded to the metal touch surface of the second flat plate or flat plate assembly, and the steel pipes are joined via the second flat plate or flat plate assembly. The second flat plate or the flat plate assembly constitutes a stress transmission means for the steel pipe. If desired, an erection piece having a simple structure for positioning the steel pipe and the second flat plate or flat plate assembly is used. The erection piece engages with, for example, the second flat plate or the flat plate assembly and also engages with the steel pipe and / or the flat plate at the end of the steel pipe to regulate the relative position between the second flat plate or the flat plate assembly and the steel pipe. .

以下、添付図面を参照して、本発明の好適な実施例について詳細に説明する。   Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

図1は、本発明の鋼管仕口構造を備えた剛接トラス構造体を部分的に示す側面図である。   FIG. 1 is a side view partially showing a rigid connection truss structure provided with a steel pipe joint structure of the present invention.

図1には、真円形断面の鋼管1を接合部(ジョイント部)2において突合せ溶接した一体架構の剛接トラス構造体が示されている。図1に示すトラス構造体においては、同一管径且つ同一肉厚を有する鋼管1同士が上弦材及び下弦材として剛接される。鋼管1の中心軸線X、Yは、角度α(0°<α<180°)の相対角度をなして交差する。各鋼管1の仕口端には、溶接用裏当板を構成する鋼製平板10が夫々内装される。対向する平板10のスロット(長孔)15、16には、キー部材20が係合し、平板10は、キー部材20によって相互係止される。鋼管1の仕口端は、突合せ溶接の溶接金属30によって一体的に接合される。上弦材として示された上位鋼管1の接合部2と、下弦材として示された下位鋼管1の接合部2とは、実質的に同一の仕口構造を有する。相対的に小径の鋼管3が、鋼管1及び接合部2に接合される。斜材として示された小径鋼管3は、鋼管2の突合せ溶接後、従来の溶接方法に従って鋼管1及び接合2に隅肉溶接される。   FIG. 1 shows an integral frame rigidly connected truss structure in which a steel pipe 1 having a true circular cross section is butt welded at a joint (joint) 2. In the truss structure shown in FIG. 1, steel pipes 1 having the same pipe diameter and the same thickness are rigidly connected as an upper chord material and a lower chord material. The central axes X and Y of the steel pipe 1 intersect at an angle α (0 ° <α <180 °). A steel flat plate 10 constituting a welding backing plate is internally provided at the end of each steel pipe 1. The key member 20 is engaged with the slots (long holes) 15 and 16 of the opposing flat plate 10, and the flat plate 10 is mutually locked by the key member 20. The joint end of the steel pipe 1 is integrally joined by a weld metal 30 of butt welding. The joint 2 of the upper steel pipe 1 shown as the upper chord and the joint 2 of the lower steel pipe 1 shown as the lower chord have substantially the same joint structure. A steel pipe 3 having a relatively small diameter is joined to the steel pipe 1 and the joint 2. After the butt welding of the steel pipe 2, the small diameter steel pipe 3 shown as an oblique member is fillet welded to the steel pipe 1 and the joint 2 according to a conventional welding method.

図2は、本発明の鋼管仕口構造を備えた他の剛接トラス構造体を部分的に示す側面図である。   FIG. 2 is a side view partially showing another rigid connection truss structure provided with the steel pipe joint structure of the present invention.

図2示すトラス構造体も又、真円形断面の鋼管1を接合部(ジョイント部)2において突合せ溶接した一体架構の剛接トラス構造体である。鋼管1の中心軸線X、Yは、角度β(180°<β<360°)の相対角度をなして交差し、各鋼管1の小口部に内装した鋼製平板10は、キー部材20によって相互係止し、鋼管1の仕口端は、突合せ溶接の溶接金属30によって剛接される。上下の接合部2は、実質的に同一の仕口構造を有し、相対的に小径の鋼管3が、鋼管1及び接合部2に隅肉溶接される。   The truss structure shown in FIG. 2 is also an integral frame rigid connection truss structure in which a steel pipe 1 having a true circular cross section is butt welded at a joint (joint) 2. The central axes X and Y of the steel pipe 1 intersect at an angle β (180 ° <β <360 °), and the steel flat plates 10 housed in the small ends of the steel pipes 1 are mutually connected by the key member 20. The joint end of the steel pipe 1 is rigidly connected by a weld metal 30 of butt welding. The upper and lower joint portions 2 have substantially the same joint structure, and a relatively small diameter steel pipe 3 is fillet welded to the steel pipe 1 and the joint portion 2.

図3は、図1に示す上位鋼管1の接合部2を接合前の状態で示す拡大縦断面図、拡大側面図及び小口部概略斜視図であり、図4は、鋼管1の仕口端に楕円形平板を内装した状態を示す拡大縦断面図及び拡大側面図である。図1及び図2に示す他の接合部2も又、図3及び図4に示す仕口構造と実質的に同じ仕口構造を有するので、以下、図3及び図4を参照して本発明の仕口構造について説明する。   FIG. 3 is an enlarged longitudinal sectional view, an enlarged side view, and a schematic perspective view of the fore edge portion showing the joining portion 2 of the upper steel pipe 1 shown in FIG. 1 in a state before joining, and FIG. It is the expansion longitudinal cross-sectional view and the expansion side view which show the state which equipped the elliptical flat plate. 1 and 2 also has a joint structure that is substantially the same as the joint structure shown in FIGS. 3 and 4, so that the present invention will be described below with reference to FIGS. The joint structure will be described.

各鋼管1の仕口端は、三次元(3D)レーザー加工機によって予めレーザー切断される。仕口端の切断面(小口面)は、中心軸線X、Yに対して傾斜角α1、αの角度をなす傾斜面に加工される。図3(C)に示すように、楕円形小口面が仕口端に形成され、小口面は、中心軸線X、Yと交差する水平短軸Zを有する。小口部には、溶接ギャップの開先角度α3を確保するようにテーパが付けられるとともに、左右一対のスリット(溝)4が形成される。スリット4は、小口面の短軸Z上に配置される。スリット4は、小口面に開口するとともに、所定長に亘って中心軸線X、Yと平行に延びる。 The end of each steel pipe 1 is laser-cut in advance by a three-dimensional (3D) laser processing machine. The cut end face (small facet) at the end of the joint is machined into an inclined surface having inclination angles α 1 and α 2 with respect to the central axes X and Y. As shown in FIG. 3C, an elliptical facet is formed at the end of the joint, and the facet has a horizontal minor axis Z that intersects the central axes X and Y. The fore edge is tapered so as to ensure the groove angle α 3 of the welding gap, and a pair of left and right slits (grooves) 4 are formed. The slit 4 is disposed on the minor axis Z of the facet. The slit 4 opens in the facet and extends in parallel with the central axes X and Y over a predetermined length.

平板10の側面13、14は、鋼管1の仕口開口に内接可能な楕円形輪郭を有する。平板10は、楕円形断面を有する円柱形態を有し、円柱母線M1、Mと円柱底面又は頂面(側面13、14)とがなす角度θ1、θは、傾斜角α1、αと同一角度に設定される。従って、母線M1、Mは、鋼管1の中心軸線X、Y及び内周面5と平行に配向される。 The side surfaces 13 and 14 of the flat plate 10 have an elliptical contour that can be inscribed in the opening of the steel pipe 1. The flat plate 10 has a cylindrical shape having an elliptical cross section, and the angles θ 1 and θ 2 formed by the cylindrical buses M 1 and M 2 and the bottom surface or top surface (side surfaces 13 and 14) are inclined angles α 1 , It is set to be alpha 2 and the same angle. Accordingly, the buses M 1 and M 2 are oriented parallel to the central axes X and Y of the steel pipe 1 and the inner peripheral surface 5.

平板10の外周面11には、スリット4内に挿入可能又は嵌入可能な左右一対の突起(ホゾ)12が一体的に形成される。突起12及びスリット4を整合させて平板10を鋼管1の小口部に挿入すると、突起12は、スリット4の終端部に衝合し、更なる平板10の挿入は、阻止される。従って、突起12及びスリット4は、平板10を小口部に挿入する際に平板10及び鋼管1の相対位置を決定するとともに、平板10の挿入位置及び相対回転を機械的に制限する位置決め機構を構成する。   On the outer peripheral surface 11 of the flat plate 10, a pair of left and right protrusions (holograms) 12 that can be inserted into or fitted into the slit 4 are integrally formed. When the projection 12 and the slit 4 are aligned and the flat plate 10 is inserted into the small edge portion of the steel pipe 1, the projection 12 abuts the end portion of the slit 4 and further insertion of the flat plate 10 is prevented. Accordingly, the protrusion 12 and the slit 4 constitute a positioning mechanism that mechanically restricts the insertion position and relative rotation of the flat plate 10 while determining the relative position of the flat plate 10 and the steel pipe 1 when the flat plate 10 is inserted into the small opening. To do.

図4に示す如く、突起12は、スリット4に嵌装し、平板10の外周面11は、小口部の内周面5に内接し、平板10の側面14は、小口面から距離S1だけ突出した位置において静止する。図4には、平板10を小口部に挿入した状態が示されている。 As shown in FIG. 4, the protrusion 12 is fitted into the slit 4, the outer peripheral surface 11 of the flat plate 10 is inscribed in the inner peripheral surface 5 of the fore edge, and the side surface 14 of the flat plate 10 is a distance S 1 from the fore edge surface. It stops at the protruding position. FIG. 4 shows a state where the flat plate 10 is inserted into the fore edge.

平板10の側面14は、中心軸線X、Yに対して角度α1をなす楕円形メタルタッチ面を各鋼管1の仕口端に形成する。対向する平板10には、キー部材20を挿入可能な方形断面のスロット(長孔)15、16が穿孔されている。一方の平板10に形成されたスロット15には、キー部材20の係止部21が係止し、他方の平板10に形成されたスロット16には、キー部材20の係止部22が係止する。 The side surface 14 of the flat plate 10 forms an elliptical metal touch surface at an angle α 1 with respect to the central axes X and Y at the end of each steel pipe 1. Slots (long holes) 15 and 16 having a rectangular cross section into which the key member 20 can be inserted are drilled in the opposing flat plate 10. The locking portion 21 of the key member 20 is locked in the slot 15 formed in one flat plate 10, and the locking portion 22 of the key member 20 is locked in the slot 16 formed in the other flat plate 10. To do.

図5は、平板10を面接触させた状態を示す鋼管仕口部の拡大縦断面図及び拡大側面図であり、図6(A)は、キー部材20及びスロット15、16の拡大縦断面図であり、図6(B)は、図6(A)のI−I線における断面図である。   FIG. 5 is an enlarged longitudinal sectional view and an enlarged side view of the steel pipe joint showing a state in which the flat plate 10 is in surface contact. FIG. 6A is an enlarged longitudinal sectional view of the key member 20 and the slots 15 and 16. FIG. 6B is a cross-sectional view taken along the line II of FIG.

平板10の側面14を面接触させる際、キー部材20の係止部21は、スロット15に挿入され、キー部材20の係止部22は、スロット16に挿入される。キー部材20のスロット貫通部分23、24は、スロット15、16内に夫々収容される。係止部21、22は、各鋼管1内において平板10の側面(裏面)13に夫々係止する。   When the side surface 14 of the flat plate 10 is brought into surface contact, the locking portion 21 of the key member 20 is inserted into the slot 15, and the locking portion 22 of the key member 20 is inserted into the slot 16. The slot penetrating portions 23 and 24 of the key member 20 are accommodated in the slots 15 and 16, respectively. The locking portions 21 and 22 are locked to the side surface (back surface) 13 of the flat plate 10 in each steel pipe 1.

キー部材20は、スロット15、16の幅と実質的に同じ幅を有する方形断面の鋼製部材からなり、スロット貫通部分23、24の間に形成された段差部25は、係止部21、22と協働して平板10同士の相対位置を規制する。キー部材20によって相対位置を固定した平板10は、側面14同士を面接触状態に保持する。かくして、キー部材20及びスロット15、16は、対向するメタルタッチ面(側面14)の相対位置を位置決めする位置決め機構を構成する。   The key member 20 is made of a steel member having a square cross section having substantially the same width as the width of the slots 15 and 16, and the step portion 25 formed between the slot penetrating portions 23 and 24 includes the locking portion 21, The relative positions of the flat plates 10 are regulated in cooperation with the plate 22. The flat plate 10 whose relative position is fixed by the key member 20 holds the side surfaces 14 in a surface contact state. Thus, the key member 20 and the slots 15 and 16 constitute a positioning mechanism that positions the relative positions of the opposing metal touch surfaces (side surfaces 14).

鋼管1の小口面には、三次元(3D)レーザー加工機によって予め開先加工が施されており、メタルタッチ面(側面14)は、鋼管1の小口面から突出した位置に位置決めされるので、開先角度γの溶接ギャップ40が、図5に示す如く、鋼管1の小口面の間に形成される。溶接ギャップ40のルート部には、外周面11の突出部分が露出し、外周面11の露出部分は、溶接用裏当を構成する。   Since the edge surface of the steel pipe 1 is pre-grooved by a three-dimensional (3D) laser processing machine, the metal touch surface (side surface 14) is positioned at a position protruding from the edge surface of the steel pipe 1. As shown in FIG. 5, a welding gap 40 having a groove angle γ is formed between the facets of the steel pipe 1. A protruding portion of the outer peripheral surface 11 is exposed at the root portion of the welding gap 40, and the exposed portion of the outer peripheral surface 11 constitutes a welding backing.

図7は、鋼管1の仕口端を突合せ溶接した状態を示す鋼管仕口部の拡大縦断面図及び拡大側面図である。   FIG. 7 is an enlarged longitudinal sectional view and an enlarged side view of a steel pipe joint portion showing a state in which the joint end of the steel pipe 1 is butt welded.

鋼管1の仕口端は、溶接ギャップ40を外側から片面溶接することにより突合せ溶接され、鋼管1は、溶接金属30によって剛接される。所望により、適当な余盛がなされる。平板10及びキー部材20は、鋼管1内に残留し、接合部2内に埋め殺される。   The joint end of the steel pipe 1 is butt welded by welding one side of the welding gap 40 from the outside, and the steel pipe 1 is rigidly connected by the weld metal 30. Appropriate surpluses are made if desired. The flat plate 10 and the key member 20 remain in the steel pipe 1 and are buried in the joint 2.

かくして、上記構成の鋼管仕口構造及び鋼管接合方法によれば、突起12及びスリット4を整合させて平板10を鋼管1の小口部に挿入し、キー部材20及びスロット15、16を用いてメタルタッチ面(側面14)同士を相対的に位置決めすることにより、対向する鋼管1のメタルタッチ面同士を面接触させることができ、同時に、突合せ溶接のための溶接ギャップ40を形成することができる。従って、傾斜した鋼管1の仕口端は、鋳鋼製トラスノード等の特殊且つ専用のジョイント部材を用いず、しかも、溶接熟練者等の高度な鋼管切断技能及び鋼管溶接技能に依存することなく、比較的容易に突合せ溶接することができる。   Thus, according to the steel pipe joint structure and the steel pipe joining method of the above configuration, the protrusion 12 and the slit 4 are aligned, the flat plate 10 is inserted into the small edge portion of the steel pipe 1, and the key member 20 and the slots 15, 16 are used for metal By relatively positioning the touch surfaces (side surfaces 14), the metal touch surfaces of the steel pipes 1 facing each other can be brought into surface contact with each other, and at the same time, a welding gap 40 for butt welding can be formed. Therefore, the joint end of the inclined steel pipe 1 does not use a special and dedicated joint member such as a cast steel truss node, and does not depend on advanced steel pipe cutting skills and steel pipe welding skills of welding experts, Butt welding is relatively easy.

図8は、本発明の仕口構造を備えた単層ラチスドームを部分的に示す見上げ図であり、図9は、図8に示す鋼管接合部の部分拡大断面図である。   FIG. 8 is a partial view of a single-layer lattice dome provided with the joint structure of the present invention, and FIG. 9 is a partially enlarged sectional view of the steel pipe joint shown in FIG.

図8には、真円形断面の鋼管1を接合部(ジョイント部)2において剛接した単層ラチス構造の鋼構造骨組が示されている。この鋼構造骨組は、競技場等の大空間のドーム状屋根を構成する。接合部2において、同一管径且つ同一肉厚を有する多数の鋼管1(本例では4本の鋼管1)が十字形平板組立体50を介して接合される。   FIG. 8 shows a steel structure framework of a single-layer lattice structure in which a steel pipe 1 having a true circular cross section is rigidly contacted at a joint portion (joint portion) 2. This steel structure frame constitutes a dome-like roof of a large space such as a stadium. In the joint portion 2, a large number of steel pipes 1 (four steel pipes 1 in this example) having the same pipe diameter and the same thickness are joined via a cross-shaped flat plate assembly 50.

図9に示す如く、鋼管1の小口部は、三次元レーザー加工機によって予めレーザー切断され、小口部は、平板51、52の垂直接合面51a、51bと平行な小口面(切断面)を有する。平板51、52は、複数の鋼管の仕口端の間に介挿される第2平板を構成する。小口部には、平板60が挿入される。平板60は、鋼管1の小口面から溶接ギャップ幅S2だけ突出するとともに、垂直接合面51a、51bと面接触する。鋼管1は、小口面と垂直接合面51a、51bとの間に形成された溶接ギャップを外側から片面溶接することにより、平板組立体50に突合せ溶接される。 As shown in FIG. 9, the fore edge portion of the steel pipe 1 is laser-cut in advance by a three-dimensional laser processing machine, and the fore edge portion has a fore edge surface (cut surface) parallel to the vertical joining surfaces 51 a and 51 b of the flat plates 51 and 52. . The flat plates 51 and 52 constitute a second flat plate inserted between the ends of the plurality of steel pipes. A flat plate 60 is inserted into the fore edge. Flat 60 is configured to protrude from the small surface of the steel pipe 1 by welding gap width S 2, the vertical joint surfaces 51a, contacts 51b and the surface. The steel pipe 1 is butt-welded to the flat plate assembly 50 by welding one side from the outside a welding gap formed between the facet surface and the vertical joint surfaces 51a and 51b.

図10及び図11は、鋼管1の仕口端及び平板組立体50の構造を示す分解斜視図ある。   10 and 11 are exploded perspective views showing the structure of the end of the steel pipe 1 and the flat plate assembly 50. FIG.

鋼管1の仕口端には、前述の平板10と同様の機能を有する平板60が挿入され、平板60は、鋼管1の小口開口に内接する。平板組立体50は、円形輪郭を有する同一板厚の平板51、52を組付けた組立体からなる。   A flat plate 60 having the same function as the above-described flat plate 10 is inserted into the end of the steel pipe 1, and the flat plate 60 is inscribed in the small opening of the steel pipe 1. The flat plate assembly 50 is an assembly in which flat plates 51 and 52 having a circular outline and the same plate thickness are assembled.

平板51には、頂部開口形の垂直スリット53が形成され、平板52には、底部開口形の垂直スリット54が形成される。ボルト接合等によって他の構造部材に連結可能な垂直ブラケット55が、平板51の上部に突設される。スリット53、54を整合させて平板51、52を組付けることにより、平板51、52は、直角に組付けられ、図11に示す十字形の平板組立体50が組立てられる。所望により、平板51、52の接触部が部分的に溶接され、平板組立体50は一体化される。   The flat plate 51 is formed with a top-opening vertical slit 53, and the flat plate 52 is formed with a bottom-opening vertical slit 54. A vertical bracket 55 that can be connected to another structural member by bolting or the like projects from the upper portion of the flat plate 51. By assembling the flat plates 51 and 52 with the slits 53 and 54 aligned, the flat plates 51 and 52 are assembled at right angles, and the cross-shaped flat plate assembly 50 shown in FIG. 11 is assembled. If desired, the contact portions of the flat plates 51 and 52 are partially welded, and the flat plate assembly 50 is integrated.

平板組立体50は、図11に示す治具90上に載置される。治具90は、作業床等の支持面に着座可能な方形基板91と、基板91に垂直に立設した円筒形支持部92とから構成される。支持部92の上縁には、平板組立体50の平板51、52を受入れ可能な複数の凹所93が所定位置に形成される。平板組立体50は、下縁部分を凹所93内に挿入した状態で治具90の所定位置に固定される。   The flat plate assembly 50 is placed on a jig 90 shown in FIG. The jig 90 includes a rectangular substrate 91 that can be seated on a support surface such as a work floor, and a cylindrical support portion 92 that is erected vertically to the substrate 91. A plurality of recesses 93 that can receive the flat plates 51 and 52 of the flat plate assembly 50 are formed at predetermined positions on the upper edge of the support portion 92. The flat plate assembly 50 is fixed at a predetermined position of the jig 90 with the lower edge portion inserted into the recess 93.

図10に示す如く、平板60は、鋼管1の小口開口に内接可能な一対の平板分割片61に分割されており、各平板分割片61の外周面66には、複数の突起62が形成されるとともに、エレクションピース70(図11)に係合可能な凹所63が形成される。鋼管1の小口部には、突起62を挿入可能な複数の凹所6が形成されるとともに、エレクションピース70と係合可能な凹所7が形成される。平板分割片61は、図11に示す如く、鋼管1の小口開口に挿入され、突起62は、凹所6に挿入される。突起62は、凹所6の奥壁に衝合し、平板分割片61の外側面(メタルタッチ面)は、溶接ギャップ幅S2だけ鋼管1の小口面から突出した位置に位置決めされる。左右の平板分割片61は、鋼管1の小口部先端において当接し、垂直な稜線65を小口部先端に形成する。かくして、平板51、52の垂直接合面51a、51b(図9)に面接触可能なメタルタッチ面が鋼管1の仕口端に形成される。 As shown in FIG. 10, the flat plate 60 is divided into a pair of flat plate divided pieces 61 that can be inscribed in the small opening of the steel pipe 1, and a plurality of protrusions 62 are formed on the outer peripheral surface 66 of each flat plate divided piece 61. In addition, a recess 63 that can be engaged with the erection piece 70 (FIG. 11) is formed. A plurality of recesses 6 into which the protrusions 62 can be inserted are formed in the small edge portion of the steel pipe 1, and a recess 7 that can be engaged with the erection piece 70 is formed. As shown in FIG. 11, the flat plate division piece 61 is inserted into the small opening of the steel pipe 1, and the protrusion 62 is inserted into the recess 6. The protrusion 62 abuts against the inner wall of the recess 6, and the outer side surface (metal touch surface) of the flat plate split piece 61 is positioned at a position protruding from the small edge surface of the steel pipe 1 by the welding gap width S 2 . The left and right flat plate division pieces 61 abut on the front end of the steel tube 1 to form a vertical ridge 65 at the front end of the front end. Thus, a metal touch surface that can be brought into surface contact with the vertical joining surfaces 51 a and 51 b (FIG. 9) of the flat plates 51 and 52 is formed at the end of the steel pipe 1.

図10及び図11に示すように、平板52には、エレクションピース70を挿入可能な方形断面のスロット56が対をなして穿設され、平板52の上縁には、エレクションピース71を嵌装可能な一対の凹所57が形成される。平板60及び鋼管1の凹所63、7は整合し、エレクションピース70に係合可能な窪み8を仕口端下部に形成する。鋼管1の小口部上面には、エレクションピース71を係止可能な係止孔又は凹部9が形成される。   As shown in FIGS. 10 and 11, the flat plate 52 is formed with a pair of square cross-section slots 56 into which the erection piece 70 can be inserted, and the erection piece 71 is fitted on the upper edge of the flat plate 52. A possible pair of recesses 57 is formed. The flat plate 60 and the recesses 63 and 7 of the steel pipe 1 are aligned to form a recess 8 that can engage with the erection piece 70 at the lower end of the joint end. A locking hole or recess 9 capable of locking the erection piece 71 is formed on the upper surface of the small-mouth portion of the steel pipe 1.

エレクションピース70を平板組立体50のスロット56に挿入し、鋼管1の窪み8がエレクションピース70に係合するようにして鋼管1の仕口端を平板組立体50に突付けることにより、平板60の外面(メタルタッチ面)と平板組立体50の垂直接合面51a、51b(メタルタッチ面)とを面接触させることができる。エレクションピース71を平板組立体50の凹所57に嵌装し、エレクションピース71の両端部を鋼管1の係止孔又は凹部9に係止することにより、鋼管1の位置を平板組立体50に対して固定することができる。従って、平板組立体50は、鋼管1の応力伝達手段として機能するのみならず、溶接時の位置決め及び誤差修正のための治具としても機能する。   The erection piece 70 is inserted into the slot 56 of the flat plate assembly 50, and the end of the steel pipe 1 is pushed against the flat plate assembly 50 so that the recess 8 of the steel pipe 1 engages the erection piece 70, thereby the flat plate 60. The outer surface (metal touch surface) and the vertical joint surfaces 51a and 51b (metal touch surface) of the flat plate assembly 50 can be brought into surface contact. The erection piece 71 is fitted in the recess 57 of the flat plate assembly 50, and both ends of the erection piece 71 are locked to the locking holes or the concave portions 9 of the steel pipe 1, so that the position of the steel pipe 1 is set to the flat plate assembly 50. Can be fixed. Therefore, the flat plate assembly 50 not only functions as a stress transmission means of the steel pipe 1, but also functions as a jig for positioning and error correction during welding.

図12は、鋼管1の接合方法を示す横断面図及び平面図である。   FIG. 12 is a cross-sectional view and a plan view showing a method for joining the steel pipe 1.

平板組立体50は、4つの直角隅部55を形成し、鋼管1の仕口端は、各隅部55に挿入される。平板51、52の垂直接合面51a、51b(メタルタッチ面)は、平板60の外面60a(メタルタッチ面)に面接触する。エレクションピース70は、平板組立体50に組付けられており、エレクションピース70の両端部が、各鋼管1の窪み8に挿入される。エレクションピース71が、平板組立体50の凹所57に嵌装され、鋼管1の係止孔又は凹部9に係止される。   The flat plate assembly 50 forms four right-angle corners 55, and the end of the steel pipe 1 is inserted into each corner 55. The vertical joining surfaces 51 a and 51 b (metal touch surface) of the flat plates 51 and 52 are in surface contact with the outer surface 60 a (metal touch surface) of the flat plate 60. The erection piece 70 is assembled to the flat plate assembly 50, and both end portions of the erection piece 70 are inserted into the recesses 8 of the respective steel pipes 1. The erection piece 71 is fitted in the recess 57 of the flat plate assembly 50 and is locked in the locking hole or the recess 9 of the steel pipe 1.

図13は、鋼管1を平板組立体50に組付けた状態を示す横断面図及び平面図であり、図14は、鋼管1を平板組立体50に突合せ溶接した状態を示す横断面図及び平面図である。   13 is a cross-sectional view and a plan view showing a state in which the steel pipe 1 is assembled to the flat plate assembly 50. FIG. 14 is a cross-sectional view and a plan view showing a state in which the steel pipe 1 is butt welded to the flat plate assembly 50. FIG.

図13に示す如く、溶接ギャップ幅S2の溶接ギャップ80が、平板組立体50と鋼管1の小口面との間に形成される。溶接ギャップ40のルート部には、平板60の外周面66が露出し、外周面66の露出部分は、溶接用裏当を構成する。 As shown in FIG. 13, a welding gap 80 having a welding gap width S 2 is formed between the flat plate assembly 50 and the small face of the steel pipe 1. The outer peripheral surface 66 of the flat plate 60 is exposed at the root portion of the welding gap 40, and the exposed portion of the outer peripheral surface 66 constitutes a welding backing.

溶接ギャップ80を外側から片面溶接することにより、鋼管1は、図14に示すように平板組立体50に突合せ溶接され、かくして、平板組立体50を介して応力伝達可能に鋼管1を剛接する接合部2が形成される。所望により、鋼管1及び平板組立体50の間の溶接金属81には、適当な余盛がなされる。なお、平板60は、接合部2に埋め殺され、エレクションピース71、72は、鋼管1に溶接される。所望により、エレクションピース71、72を取外し、接合部2に残留した凹所8、9を適切に仕上げ処理しても良い。   By welding the welding gap 80 on one side from the outside, the steel pipe 1 is butt-welded to the flat plate assembly 50 as shown in FIG. 14, and thus the steel pipe 1 is joined so as to be able to transmit stress via the flat plate assembly 50. Part 2 is formed. If desired, the weld metal 81 between the steel pipe 1 and the flat plate assembly 50 is appropriately overfilled. The flat plate 60 is buried in the joint 2 and the erection pieces 71 and 72 are welded to the steel pipe 1. If desired, the erection pieces 71 and 72 may be removed, and the recesses 8 and 9 remaining in the joint portion 2 may be appropriately finished.

図15は、第1実施例の変形例に係る鋼管仕口構造を示す横断面図及び平面図である。   FIG. 15 is a cross-sectional view and a plan view showing a steel pipe joint structure according to a modification of the first embodiment.

図15には、第1実施例(図1〜図7)の仕口構造を用いて4本の鋼管1を接合した接合部2の構成が示されている。各鋼管1の仕口端には、第2実施例において説明した平板60が挿入される。平板60同士は、直に面接触し、溶接ギャップ幅S×2の溶接ギャップ80が、鋼管1の仕口端に形成される。鋼管1は、溶接ギャップ80の突合せ溶接によって接合される。 FIG. 15 shows a configuration of a joint portion 2 in which four steel pipes 1 are joined using the joint structure of the first embodiment (FIGS. 1 to 7). The flat plate 60 described in the second embodiment is inserted into the end of each steel pipe 1. The flat plates 60 are in direct surface contact with each other, and a welding gap 80 having a welding gap width S 1 × 2 is formed at the end of the steel pipe 1. The steel pipe 1 is joined by butt welding of the welding gap 80.

図16は、第2実施例の変形例に係る鋼管仕口構造を示す横断面図及び平面図である。   FIG. 16 is a cross-sectional view and a plan view showing a steel pipe joint structure according to a modification of the second embodiment.

図16には、3本の鋼管1を接合するように構成された接合部2が示されている。平板組立体50の対して垂直に突き付けられる鋼管1は、鋼管1の中心軸線に垂直な小口面を有し、真円形の平板60’が鋼管1の小口部に挿入される。溶接ギャップ幅S2の溶接ギャップ80が、平板組立体50と鋼管1の仕口端との間に形成され、鋼管1は、溶接ギャップ80の突合せ溶接によって平板組立体50に接合される。 FIG. 16 shows a joint 2 configured to join three steel pipes 1. The steel pipe 1 struck perpendicularly to the flat plate assembly 50 has a small face perpendicular to the central axis of the steel pipe 1, and a true circular flat plate 60 ′ is inserted into the small edge of the steel pipe 1. A welding gap 80 having a welding gap width S 2 is formed between the flat plate assembly 50 and the end of the steel pipe 1, and the steel pipe 1 is joined to the flat plate assembly 50 by butt welding of the welding gap 80.

以上、本発明の好適な実施例について詳細に説明したが、本発明は上記実施例に限定されるものではなく、特許請求の範囲に記載された本発明の範囲内で種々の変形又は変更が可能であり、このような変形例又は変更例も又、本発明の範囲内に含まれるものであることは、いうまでもない。   The preferred embodiments of the present invention have been described in detail above, but the present invention is not limited to the above-described embodiments, and various modifications or changes can be made within the scope of the present invention described in the claims. Needless to say, such variations and modifications are also included in the scope of the present invention.

例えば、上記実施例では、全高に亘って均一な楕円形断面を有する円柱形態の平板10及び60を用いているが、鋼管1の小口面から突出する平板10及び60の部分については、テーパ等によって断面を変形させることも可能である。   For example, in the above-described embodiment, the cylindrical flat plates 10 and 60 having a uniform elliptical cross section over the entire height are used. However, the portions of the flat plates 10 and 60 protruding from the small edge surface of the steel pipe 1 are tapered or the like. It is also possible to change the cross section by the above.

また、本発明は、単一接合部に接合可能な鋼管の本数や、鋼管同士の傾斜角度を限定されるものではなく、任意の本数及び傾斜角度の鋼管を本発明に従って接合することができる。   The present invention is not limited to the number of steel pipes that can be joined to a single joint or the inclination angle between steel pipes, and steel pipes having any number and inclination angles can be joined according to the present invention.

更に、上記実施例では、真円形断面の鋼管の接合に関して説明したが、本発明は、楕円形断面、多角形断面等の各種断面形状の鋼管の接合に適用し得るものである。   Furthermore, in the said Example, although demonstrated regarding the joining of the steel pipe of a perfect circular cross section, this invention is applicable to joining of the steel pipe of various cross-sectional shapes, such as an elliptical cross section and a polygonal cross section.

本発明は、鋼構造物の構造用鋼管を任意の角度に突合せ溶接する鋼管仕口構造及び鋼管接合方法に適用される。本発明の鋼管仕口構造及び鋼管接合方法は、鋼管同士を任意の角度に接合する仕口構造を随所に適用しなければならない鋼構造物、例えば、中規模又は大規模の単層ラチス構造物に好ましく使用し得る。   The present invention is applied to a steel pipe joint structure and a steel pipe joining method in which a structural steel pipe of a steel structure is butt welded at an arbitrary angle. The steel pipe joint structure and steel pipe joining method of the present invention is a steel structure to which a joint structure for joining steel pipes at an arbitrary angle must be applied everywhere, for example, a medium-scale or large-scale single-layer lattice structure. Can be preferably used.

本発明の第1実施例に係る鋼管仕口構造を備えた剛接トラス構造体を部分的に示す側面図である。It is a side view which shows partially the rigid connection truss structure provided with the steel pipe joint structure which concerns on 1st Example of this invention. 本発明の鋼管仕口構造を備えた他の剛接トラス構造体を部分的に示す側面図である。It is a side view which shows partially the other rigid connection truss structure provided with the steel pipe joint structure of this invention. 図1に示す上位鋼管の接合部を接合前の状態で示す拡大縦断面図、拡大側面図及び小口部概略斜視図である。FIG. 2 is an enlarged longitudinal sectional view, an enlarged side view, and a small-portion schematic perspective view showing a joined portion of the upper steel pipe shown in FIG. 1 in a state before joining. 鋼管の仕口端に楕円形平板を内装した状態を示す拡大縦断面図及び拡大側面図である。It is an enlarged vertical sectional view and an enlarged side view showing a state in which an elliptical flat plate is installed at the end of a steel pipe. 平板を面接触させた状態が示す鋼管仕口部の拡大縦断面図及び拡大側面図である。It is the expansion longitudinal cross-sectional view and enlarged side view of the steel pipe joint part which the state which made the flat plate surface contact shows. キー部材及びスロットの拡大縦断面図及びI−I線断面図である。It is an expanded vertical sectional view and II sectional view taken on the line of a key member and a slot. 鋼管の仕口端を突合せ溶接した状態を示す鋼管仕口部の拡大縦断面図及び拡大側面図である。It is the expanded longitudinal cross-sectional view and enlarged side view of the steel pipe joint part which show the state which butt-welded the joint end of the steel pipe. 本発明の第2実施例に係る鋼管仕口構造を備えた単層ラチスドームを部分的に示す見上げ図である。It is a top view which shows partially the single layer lattice dome provided with the steel pipe joint structure which concerns on 2nd Example of this invention. 図8に示す仕口部の部分拡大断面図である。It is a partial expanded sectional view of the joint part shown in FIG. 鋼管の仕口端及び平板組立体の構造を示す分解斜視図ある。It is a disassembled perspective view which shows the connection end of a steel pipe, and the structure of a flat plate assembly. 鋼管の仕口端及び平板組立体の構造を示す分解斜視図ある。It is a disassembled perspective view which shows the connection end of a steel pipe, and the structure of a flat plate assembly. 鋼管の接合方法を示す横断面図及び平面図である。It is the cross-sectional view and top view which show the joining method of a steel pipe. 鋼管を平板組立体に組付けた状態を示す横断面図及び平面図である。It is the cross-sectional view and top view which show the state which assembled | attached the steel pipe to the flat plate assembly. 鋼管を平板組立体に突合せ溶接した状態を示す横断面図及び平面図である。It is the cross-sectional view and top view which show the state which butt-welded the steel pipe to the flat plate assembly. 第1実施例の変形例に係る鋼管仕口構造を示す横断面図及び平面図である。It is the cross-sectional view and top view which show the steel pipe joint structure which concerns on the modification of 1st Example. 第2実施例の変形例に係る鋼管仕口構造を示す横断面図及び平面図である。It is the cross-sectional view and top view which show the steel pipe joint structure which concerns on the modification of 2nd Example.

符号の説明Explanation of symbols

1:鋼管
2:接合部
4:スリット(溝)
10:平板
11:外周面
12:突起
13:側面(裏面)
14:側面(メタルタッチ面)
15:スロット(長孔)
16:スロット(長孔)
20:キー部材
30:溶接金属
40:溶接ギャップ
50:平板組立体
51、52:平板(第2の平板)
60:平板
70、71:エレクションピース
80:溶接ギャップ
1、M:母線
θ1、θ:角度
α1、α:傾斜角
X、Y:中心軸線
1:距離(突出量)
:溶接ギャップ幅
1: Steel pipe 2: Joint part 4: Slit (groove)
10: flat plate 11: outer peripheral surface 12: protrusion 13: side surface (back surface)
14: Side (metal touch surface)
15: Slot (long hole)
16: Slot (long hole)
20: Key member 30: Weld metal 40: Weld gap 50: Flat plate assembly 51, 52: Flat plate (second flat plate)
60: flat 71: erection piece 80: Welding gap M 1, M 2: bus theta 1, theta 2: angle alpha 1, alpha 2: inclination angle X, Y: the central axis S 1: distance (projection amount)
S 2 : Weld gap width

Claims (8)

軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接するための鋼管仕口構造において、
前記仕口端を構成する前記鋼管の小口部は、該鋼管の中心軸線に対して傾斜角を有する小口面を備え、メタルタッチ面を有する平板の外周面が、前記小口部の開口に部分的に挿入され、前記平板の外周面は、前記メタルタッチ面に対する母線を前記鋼管の中心軸線と実質的に平行に配向し且つ前記小口部の開口に内接する輪郭を有し、前記メタルタッチ面は、前記小口部から突出した位置に位置決めされることを特徴とする鋼管仕口構造。
In the steel pipe joint structure for butt welding the joint ends of steel pipes whose axis is relatively inclined,
The fore end portion of the steel pipe constituting the end of the joint has a fore end surface having an inclination angle with respect to the central axis of the steel pipe, and the outer peripheral surface of the flat plate having a metal touch surface is partially in the opening of the end end portion. The outer peripheral surface of the flat plate has a contour in which a generatrix with respect to the metal touch surface is oriented substantially parallel to a central axis of the steel pipe and inscribed in the opening of the fore edge, the metal touch surface is A steel pipe joint structure characterized by being positioned at a position protruding from the small edge portion.
軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接するための鋼管仕口構造において、
前記仕口端を構成する前記鋼管の小口部は、該鋼管の中心軸線に対して傾斜角を有する小口面を備え、メタルタッチ面を有する平板の外周面が、前記小口部の開口に部分的に挿入され、
前記小口部及び平板は、前記平板を前記小口部の開口に挿入する際に平板及び鋼管の相対位置を規制するとともに、平板の挿入位置及び相対回転を機械的に制限する位置決め機構を有することを特徴とする鋼管仕口構造。
In the steel pipe joint structure for butt welding the joint ends of steel pipes whose axis is relatively inclined,
The fore end portion of the steel pipe constituting the end of the joint has a fore end surface having an inclination angle with respect to the central axis of the steel pipe, and the outer peripheral surface of the flat plate having a metal touch surface is partially in the opening of the end end portion. Inserted into
The small edge portion and the flat plate have a positioning mechanism that restricts the relative position of the flat plate and the steel pipe when the flat plate is inserted into the opening of the small edge portion, and mechanically restricts the insertion position and relative rotation of the flat plate. Features a steel pipe joint structure.
軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接するための鋼管仕口構造において、
前記仕口端を構成する前記鋼管の小口部は、該鋼管の中心軸線に対して傾斜角を有する小口面を備え、メタルタッチ面を有する平板の外周面が、前記小口部の開口に部分的に挿入され、
前記平板は、対向する前記メタルタッチ面同士の相対位置を位置決めするための位置決め機構を有することを特徴とする鋼管仕口構造。
In the steel pipe joint structure for butt welding the joint ends of steel pipes whose axis is relatively inclined,
The fore end portion of the steel pipe constituting the end of the joint has a fore end surface having an inclination angle with respect to the central axis of the steel pipe, and the outer peripheral surface of the flat plate having a metal touch surface is partially in the opening of the end end portion. Inserted into
The said flat plate has a positioning mechanism for positioning the relative position of the said metal touch surfaces which oppose, The steel pipe joint structure characterized by the above-mentioned.
前記平板によってメタルタッチ面を形成した複数の鋼管の仕口端の間に第2の平板又は平板組立体を更に介挿したことを特徴とする請求項1乃至3のいずれか1項に記載の鋼管仕口構造。   The second flat plate or the flat plate assembly is further inserted between the ends of a plurality of steel pipes each having a metal touch surface formed by the flat plate. Steel pipe joint structure. 軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接する鋼管接合方法において、
前記鋼管の中心軸線に対して傾斜角をなす小口面を切断して前記仕口端の小口部を形成し、
メタルタッチ面を有する平板の外周面を前記小口部の開口に部分的に挿入し、前記平板の外周面を前記小口部の開口に内接させるとともに、前記メタルタッチ面を前記小口部から突出した位置に位置決めし、
突合せ溶接すべき部材のメタルタッチ面に対して前記メタルタッチ面を面接触せしめ、前記メタルタッチ面の突出によって溶接ギャップを形成するとともに、溶接用裏当を前記外周面によって前記溶接ギャップのルート部に形成することを特徴とする鋼管接合方法。
In the steel pipe joining method of butt welding the joint ends of steel pipes whose axis is relatively inclined,
Cutting the fore end surface forming an angle of inclination with respect to the central axis of the steel pipe to form the end part of the joint end,
The outer peripheral surface of a flat plate having a metal touch surface is partially inserted into the opening of the fore edge, the outer peripheral surface of the flat plate is inscribed in the opening of the fore edge, and the metal touch surface protrudes from the fore edge. To position,
The metal touch surface is brought into surface contact with the metal touch surface of a member to be butt welded, and a welding gap is formed by the protrusion of the metal touch surface, and a welding backing is rooted by the outer peripheral surface of the welding gap. The steel pipe joining method characterized by forming in.
軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接する鋼管接合方法において、
前記鋼管の中心軸線に対して傾斜角をなす小口面を切断して前記仕口端の小口部を形成するとともに、前記小口部の開口に部分的に挿入され且つメタルタッチ面を有する平板の挿入位置及び相対回転を規制する機械的係合要素を前記平板及び前記小口部に形成し、
前記平板を前記小口部の開口に挿入する際に前記平板及び鋼管の相対位置を前記機械的係合要素によって決定するとともに、前記平板の挿入位置及び相対回転を前記機械的係合要素によって制限することを特徴とする鋼管接合方法。
In the steel pipe joining method of butt welding the joint ends of steel pipes whose axis is relatively inclined,
Inserting a flat plate having a metal touch surface that is partially inserted into the opening of the fore end while cutting the fore end with an inclination angle with respect to the central axis of the steel pipe to form the end of the end of the end Forming a mechanical engagement element for regulating position and relative rotation in the flat plate and the fore edge,
When the flat plate is inserted into the opening of the small opening, the relative position of the flat plate and the steel pipe is determined by the mechanical engagement element, and the insertion position and the relative rotation of the flat plate are limited by the mechanical engagement element. The steel pipe joining method characterized by the above-mentioned.
軸芯が相対的に傾斜した鋼管の仕口端同士を突合せ溶接する鋼管接合方法において、
前記鋼管の中心軸線に対して傾斜角をなす小口面を切断して前記仕口端の小口部を形成し、
メタルタッチ面を有する平板の外周面を前記小口部の開口に部分的に挿入するとともに、対向する前記メタルタッチ面同士の相対位置を位置決めするための機械的係合要素を前記平板に係合させることにより、メタルタッチ面同士の相対位置を位置決めすることを特徴とする鋼管接合方法。
In the steel pipe joining method of butt welding the joint ends of steel pipes whose axis is relatively inclined,
Cutting the fore end surface forming an angle of inclination with respect to the central axis of the steel pipe to form the end part of the joint end,
A peripheral surface of a flat plate having a metal touch surface is partially inserted into the opening of the fore edge portion, and a mechanical engagement element for positioning a relative position between the opposed metal touch surfaces is engaged with the flat plate. By this, the steel pipe joining method characterized by positioning the relative position of metal touch surfaces.
前記平板によってメタルタッチ面を形成した複数の鋼管の仕口端の間に第2の平板又は平板組立体を更に介挿し、前記メタルタッチ面を前記第2平板又は平板組立体に突合せ溶接することを特徴とする請求項5乃至7のいずれか1項に記載の鋼管接合方法。

A second flat plate or a flat plate assembly is further inserted between the ends of a plurality of steel pipes having a metal touch surface formed by the flat plate, and the metal touch surface is butt welded to the second flat plate or the flat plate assembly; The steel pipe joining method according to any one of claims 5 to 7.

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