JP6655561B2 - A structure in which long thick plates are assembled and connected - Google Patents

A structure in which long thick plates are assembled and connected Download PDF

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JP6655561B2
JP6655561B2 JP2017009591A JP2017009591A JP6655561B2 JP 6655561 B2 JP6655561 B2 JP 6655561B2 JP 2017009591 A JP2017009591 A JP 2017009591A JP 2017009591 A JP2017009591 A JP 2017009591A JP 6655561 B2 JP6655561 B2 JP 6655561B2
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克人 阿竹
克人 阿竹
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株式会社阿竹研究所
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本明細書は、複数本の長尺厚板材を組み立てて連結した構造物を開示する。   The present specification discloses a structure in which a plurality of long thick plates are assembled and connected.

アングルと称される鋼材が汎用されている。アングルは、長尺であり、断面がL字形であり、様々に組み合わせて棚等の骨組み構造物を提供する。   Steel materials called angles are widely used. The angles are long, L-shaped in cross-section, and in various combinations provide a framework structure such as a shelf.

強度を上げるために、L字形を形成する各辺に凹凸を形成した鋼材が開発されている。図2に示すように、この鋼材1は長尺であり、幅方向の中央を長手方向に延びる折り曲げ線2から一方に延びる一方の辺4の幅方向の中間部に山形の凸条4aが形成されており、折り曲げ線2から他方に延びる他方の辺6の幅方向の中間部に山形の凸条6aが形成されている。凸条4a,6aは、長手方向に延びている。一方の辺4と他方の辺6は、凸条4a,6aが存在しないとすれば、折り曲げ線2で直角に交わっており、L字形を呈する。
鋼材1の端部同志を重ね合わせて立体物の頂点を形成する場合、凸条4a,6aの存在が無視できない。端部同志を重ね合わせる際には、図1の断面に示すように、断面がL字形であって、各辺の厚みがtである長尺厚板材の端部同志を重ね合わせるのと同等な関係が要求される。本明細書では、断面がL字形の長尺材であり、各辺の厚みtが厚い素材を長尺厚板材という。鋼材1は、実質的には厚みtを持つ長尺厚板材であるということができる。なお鋼材1を構成する板材自体の厚みは、厚みtに対して無視できる程度に薄い。
In order to increase the strength, a steel material having irregularities formed on each side forming an L-shape has been developed. As shown in FIG. 2, the steel material 1 is long, and a mountain-shaped ridge 4 a is formed in a widthwise middle portion of one side 4 extending to one side from a bending line 2 extending in the widthwise center in the lengthwise direction. The other side 6 extending from the bending line 2 to the other side has a chevron-shaped ridge 6a formed in the middle portion in the width direction. The ridges 4a and 6a extend in the longitudinal direction. The one side 4 and the other side 6 intersect at a right angle at the bending line 2 if there are no ridges 4a, 6a, and have an L-shape.
When the tops of the three-dimensional object are formed by overlapping the ends of the steel material 1, the existence of the ridges 4a and 6a cannot be ignored. When the ends are overlapped, as shown in the cross section of FIG. 1, the cross section is L-shaped and the thickness of each side is t. A relationship is required. In this specification, a material whose cross section is an L-shaped long material and whose thickness t on each side is large is referred to as a long thick plate material. It can be said that the steel material 1 is substantially a long thick plate material having a thickness t. The thickness of the plate material itself constituting the steel material 1 is so thin as to be negligible relative to the thickness t.

厚みtが厚い場合、複数本の長尺厚板材の端部同志を重ね合わせて連結して立体物の頂点を形成することが困難となる。例えば、3本の長尺厚板材を、前後方向に延びる姿勢と上下方向に延びる姿勢と左右方向に延びる姿勢にして端部同志を重ね合わせる場合、その厚みが問題となって端部同志を連結することが困難となる。端部の近傍に貫通孔を形成しておき、その貫通孔にボルトを通して連結する場合、厚みtが厚いと貫通孔の位置が不一致となってしまい、長尺厚板材ごとに貫通孔の位置を変えないと連結できない関係となってしまう。貫通孔付きの長尺厚板材の複数本を予め用意しておいて、これらを連結することが困難となる。   When the thickness t is large, it is difficult to form an apex of a three-dimensional object by overlapping and connecting end portions of a plurality of long thick plate members. For example, when three long thick plates are overlapped in a posture extending in the front-rear direction, a posture extending in the up-down direction, and a posture extending in the left-right direction, the thickness is a problem, and the end members are connected. It will be difficult to do. When a through hole is formed in the vicinity of the end portion and the bolt is connected to the through hole, if the thickness t is large, the position of the through hole becomes inconsistent, and the position of the through hole is changed for each long thick plate material. If you do not change it, you will not be able to connect. It becomes difficult to prepare a plurality of long thick plates with through holes in advance and to connect them.

また、直方体形状が連続している大規模構造物を形成する場合、一つの頂点から上・左・前・右・後、下方向に延びる6本の長尺厚板材を連結した構造が必要とされる。本明細書では、これを直交6軸構造物という。従来の技術では、断面がL字形の6本の長尺厚板材を組み合わせて直交6軸構造物を実現すること自体が困難であり、ましてや、直交6軸構造物が連続する大規模構造物を実現することができなかった。   In addition, when forming a large-scale structure having a continuous rectangular parallelepiped shape, a structure in which six long thick plates extending upward, left, front, right, rear, and downward from one vertex are required. Is done. In this specification, this is referred to as an orthogonal six-axis structure. In the conventional technology, it is difficult to realize an orthogonal six-axis structure by combining six long thick plate members having an L-shaped cross section. Even more, a large-scale structure in which the orthogonal six-axis structure is continuous is more difficult. Could not be realized.

汎用されているトラス構造物の一例は、8本の鋼材を連結する継手を備えている。すなわち、継手から左・前・右・後方向に延びる4本の水平な長尺厚板材と、左前上方向・右前上方向・右後上方向・左後上方向に延びる4本の傾斜した長尺厚板材を連結する継手が利用される。断面がL字形の長尺厚板材から、上記の継手を得ることができなかった。   One example of a commonly used truss structure includes a joint that connects eight steel materials. That is, four horizontal long thick plate members extending from the joint in the left, front, right, and rear directions, and four inclined lengths extending in the left front upper direction, the right front upper direction, the right rear upper direction, and the left rear upper direction. A joint for connecting the shank is used. The above joint could not be obtained from a long thick plate material having an L-shaped cross section.

本明細書では、少なくとも、前後に延びる一対の前後長尺厚板材と左右に延びる一対の左右長尺厚板材を連結した矩形と、その矩形の4頂点から下方に延びる4本の上下長尺厚板材を連結した直方体形状の構造物を開示する。本明細書では、L字形を形成する2枚の辺を「一方の辺」と「他方の辺」と標記する。
本明細書で開示する構造物は、前後長尺厚板材の一方の辺が上下長尺厚板材の内側にあり、上下長尺厚板材の一方の辺が左右長尺厚板材の内側にあり、左右長尺厚板材の一方の辺が前後長尺厚板材の内側にあり、前後長尺厚板材の他方の辺が左右長尺厚板材の外側にあり、左右長尺厚板材の他方の辺が上下長尺厚板材の外側にあり、上下長尺厚板材の他方の辺が前後長尺厚板材の外側にあるという関係を満たしている。
In the present specification, at least a rectangle formed by connecting a pair of front and rear long thick plates extending in the front-back direction and a pair of left and right long thick plates extending in the left and right direction, and four upper and lower long thickness members extending downward from four vertices of the rectangle. Disclosed is a rectangular parallelepiped structure in which plate members are connected. In this specification, two sides forming an L-shape are referred to as “one side” and “the other side”.
In the structure disclosed in this specification, one side of the front and rear long plank is inside the upper and lower long plank, and one side of the upper and lower long plank is inside the left and right long plank, One side of the left and right long thick plate is inside the front and rear long thick plate, the other side of the front and rear long thick plate is outside the left and right long thick plate, and the other side of the left and right long thick plate is It satisfies the relationship that it is outside the upper and lower long thick plates and the other side of the upper and lower long thick plates is outside the front and rear long thick plates.

上記の関係にあると、3本の長尺厚板材が回転対称の関係に配置され、3本の長尺厚板材が直交する姿勢で重ね合わせることができる。本明細書では、「第1長尺厚板材が第2長尺厚板材の内側に位置し、第2長尺厚板材が第3長尺厚板材の内側に位置し、第3長尺厚板材が第1長尺厚板材の内側に位置する」関係、あるいは、「第1長尺厚板材が第3長尺厚板材の外側に位置し、第3長尺厚板材が第2長尺厚板材の外側に位置し、第2長尺厚板材が第1長尺厚板材の外側に位置する」ことを回転対称という。本明細書では、L字形を形成する2辺が形成する90°の角度範囲内を内側といい、2辺が形成する270°の角度範囲内を外側という。本明細書の技術で実現する構造物は、一方の辺に着目した場合、前後長尺厚板材が上下長尺厚板材の内側に位置し、上下長尺厚板材が左右長尺厚板材の内側に位置し、左右長尺厚板材が前後長尺厚板材の内側に位置し、他方の辺に着目した場合、前後長尺厚板材が左右長尺厚板材の外側に位置し、左右長尺厚板材が上下長尺厚板材の外側に位置し、上下長尺厚板材が前後長尺厚板材の外側に位置し、回転対称性を満たしている。   In the above relationship, the three long thick plate members are arranged in a rotationally symmetric relationship, and the three long thick plate members can be overlapped in an orthogonal posture. In this specification, "the first long thick plate is located inside the second long thick plate, the second long thick plate is located inside the third long thick plate, Is located inside the first long plank, or "the first long plank is located outside the third long plank, and the third long plank is the second long plank." And the second long plank is positioned outside the first long plank "is referred to as rotational symmetry. In this specification, the inside of a 90-degree angle range formed by two sides forming an L-shape is called an inside, and the inside of a 270-degree angle range formed by two sides is called an outside. The structure realized by the technology of the present specification, when focusing on one side, the front and rear long thick plates are located inside the upper and lower long thick plates, and the upper and lower long thick plates are inside the left and right long thick plates. The left and right long thick plate is located inside the front and rear long thick plate, and if attention is paid to the other side, the front and rear long thick plate is located outside the left and right long thick plate. The plate material is located outside the vertically long thick plate material, and the vertically long thick plate material is located outside the front and rear long thick plate material, and satisfies rotational symmetry.

上記構造物では、一対の前後長尺厚板材と一対の左右長尺厚板材で矩形が形成される。その矩形を平面視したときに、各長尺厚板材を長手方向に2等分する線に対して、各長尺厚板材が線対称の関係を保って重ね合されていることが好ましい。この場合、すべての頂点において3本の長尺厚板材が回転対称性を満たしながら重なり合う。また、すべての上下長尺厚板材が矩形に対して直交して延びる関係が得られる。全部の長尺厚板材にねじれが生じないようにして構造物を組み立てることができる。
本明細書では、4脚机のように、上下長尺厚板材の下端が開放されているものも直方体形状の構造物という。4本の上下長尺厚板材の下端を接地させると、直方体形状の外観を呈する構造物となるからである。なお4本の上下長尺厚板材の下端に対して、一対の前後長尺厚板材と一対の左右長尺厚板材を連結し、6個の矩形で形成される直方体形状の構造物にすることもできる。
In the above structure, a rectangular shape is formed by the pair of front and rear long thick plates and the pair of left and right long thick plates. When the rectangle is viewed in a plan view, it is preferable that the long thick plate members are superimposed on a line bisecting the long thick plate members in the longitudinal direction while maintaining a line-symmetric relationship. In this case, three long thick plates overlap at all vertices while satisfying rotational symmetry. In addition, a relationship is obtained in which all upper and lower long plate materials extend perpendicular to the rectangle. The structure can be assembled in such a manner that all the long plank materials are not twisted.
In the present specification, a structure in which the lower ends of upper and lower long plates are open, such as a four-legged desk, is also referred to as a rectangular parallelepiped structure. This is because when the lower ends of the four upper and lower long thick plates are grounded, the structure has a rectangular parallelepiped appearance. A pair of front and rear long thick plates and a pair of left and right long thick plates are connected to the lower ends of the four upper and lower long thick plates to form a rectangular parallelepiped structure formed by six rectangles. Can also.

大規模構造物(例えば複数スパンと複数階を有する構造物)を実現するには、原点から直交6軸方向(すなわち上下左右前後の6方向に)に延びる6本の長尺厚板材を組み立てて直交6軸構造物を実現する必要がある。断面L字形の長尺厚板材では、厚みが邪魔になって直交6軸構造物を実現するのが困難である。   In order to realize a large-scale structure (for example, a structure having a plurality of spans and a plurality of floors), six long thick plate members extending from the origin in six orthogonal axes (that is, in six directions of up, down, left, right, front and rear) are assembled. It is necessary to realize an orthogonal six-axis structure. In the case of a long thick plate having an L-shaped cross section, it is difficult to realize an orthogonal six-axis structure because the thickness is an obstacle.

本明細書では、上長尺厚板材の一方の辺は左長尺厚板材の内側にあり、左長尺厚板材の一方の辺は上長尺厚板材の内側にあり、前長尺厚板材の一方の辺は下長尺厚板材の内側にあり、下長尺厚板材の一方の辺は前長尺厚板材の内側にあり、右長尺厚板材の一方の辺は後長尺厚板材の内側にあり、後長尺厚板材の一方の辺は右長尺厚板材の内側にあり、上長尺厚板材の他方の辺は後長尺厚板材の外側にあり、後長尺厚板材の他方の辺は上長尺厚板材の外側にあり、右長尺厚板材の他方の辺は下長尺厚板材の外側にあり、下長尺厚板材の他方の辺は右長尺厚板材の外側にあり、前長尺厚板材の他方の辺は左長尺厚板材の外側にあり、左長尺厚板材の他方の辺は前長尺厚板材の外側にあるという関係で6本の長尺厚板材を組み立てる。
この場合、回転対称性を満たしながら、6軸構造物を実現することができる。この直交6軸構造物は、上下・左右・前後方向に必要な数だけ連続させることができ、大規模構造物を提供する。
In this specification, one side of the upper long plank is inside the left long plank, one side of the left long plank is inside the upper long plank, One side of the lower long plank is inside the lower long plank, one side of the lower long plank is inside the front long plank, and one side of the right long plank is the rear long plank Inside, the one side of the rear long plank is inside the right long plank, the other side of the upper long plank is outside the rear long plank, the rear long plank The other side of the right long plank is outside the upper long plank, the other side of the right long plank is outside the lower long plank, and the other side of the lower long plank is the right long plank And the other side of the front long plank is outside the left long plank, and the other side of the left long plank is outside the front long plank. Assemble a long thick plate.
In this case, a six-axis structure can be realized while satisfying rotational symmetry. This orthogonal six-axis structure can be continuous in a required number in the vertical, horizontal, and front-rear directions, thereby providing a large-scale structure.

上記に代えて、上長尺厚板材の一方の辺は左長尺厚板材の内側にあり、左長尺厚板材の一方の辺は上長尺厚板材の内側にあり、前長尺厚板材の一方の辺は下長尺厚板材の内側にあり、下長尺厚板材の一方の辺は前長尺厚板材の内側にあり、右長尺厚板材の一方の辺は後長尺厚板材の内側にあり、後長尺厚板材の一方の辺は右長尺厚板材の内側にあり、上長尺厚板材の他方の辺は後長尺厚板材の内側にあり、後長尺厚板材の他方の辺は上長尺厚板材の内側にあり、右長尺厚板材の他方の辺は下長尺厚板材の内側にあり、下長尺厚板材の他方の辺は右長尺厚板材の内側にあり、前長尺厚板材の他方の辺は左長尺厚板材の内側にあり、左長尺厚板材の他方の辺は前長尺厚板材の内側にあるという関係に従って、上下左右前後方向に延びる6本の長尺厚板材の各端部を連結してもよい。
これによっても直交6軸構造物を実現できる。この直交6軸構造物も、上下・左右・前後方向に必要な数だけ連続させることができ、大規模構造物を提供する。
Instead of the above, one side of the upper long plank is inside the left long plank, one side of the left long plank is inside the upper long plank, and the front long plank One side of the lower long plank is inside the lower long plank, one side of the lower long plank is inside the front long plank, and one side of the right long plank is the rear long plank Inside, and one side of the rear long plank is inside the right long plank, the other side of the upper long plank is inside the rear long plank, and the rear long plank The other side of the right long plank is inside the upper long plank, the other side of the right long plank is inside the lower long plank, and the other side of the lower long plank is the right long plank The other side of the front long plank is inside the left long plank, and the other side of the left long plank is inside the front long plank. 6 long strips extending in the front-back direction Each end of the plate may be connected.
This can also realize a six-axis orthogonal structure. This orthogonal six-axis structure can also be continued in a required number in the vertical, horizontal, and front-rear directions, thereby providing a large-scale structure.

本明細書に記載の技術によると、各々は単純形状であるとともに、形状が揃っている長尺厚板材の複数本を組み立てることによって多様な構造物を得ることができる。   According to the technique described in this specification, various structures can be obtained by assembling a plurality of long thick plate materials each having a simple shape and a uniform shape.

実施例に係る長尺厚板材の横断面図。FIG. 3 is a cross-sectional view of the long thick plate material according to the embodiment. 実施例に係る長尺厚板材の斜視図。The perspective view of the long thick board material concerning an example. 12本の長尺厚板材を組み立てて連結した直方体形状の構造物を斜視した図を模式的に示す。FIG. 1 is a perspective view schematically illustrating a rectangular parallelepiped structure in which twelve long thick plates are assembled and connected. 3本の長尺厚板材が集合する頂点近傍を斜視した図。FIG. 5 is a perspective view of the vicinity of a vertex where three long thick plates are gathered. 長尺厚板材の重なり具合を模式的に示す図。The figure which shows the overlapping condition of a long thick plate material typically. 図5に貫通孔を追記した図。The figure which added the through-hole to FIG. 左右長尺厚板材C1の対称線8に関して対称位置にある頂点における図5に対応する図。FIG. 6 is a diagram corresponding to FIG. 5 at a vertex at a symmetric position with respect to the symmetry line 8 of the left and right long thick plate material C1. 実施例の直方体形状の構造物を、一対の前後長尺厚板材と一対の左右長尺厚板材で形成される矩形を平面視する方向から観察した図。The figure which looked at the rectangular parallelepiped-shaped structure of an Example from the direction which planarly views the rectangle formed of a pair of front-back long thick plate material and a pair of left-right long thick plate material. 図8の矩形に隣接する矩形を平面視する方向から観察した図。FIG. 9 is a view of a rectangle adjacent to the rectangle of FIG. 8 as viewed in a plan view. 別実施例の直方体形状の構造物を斜視した図。The perspective view of the rectangular parallelepiped structure of another Example. 実施例の直交6軸構造物を斜視した図。FIG. 2 is a perspective view of an orthogonal six-axis structure according to the embodiment. 別実施例の直交6軸構造物を斜視した図。The perspective view of the orthogonal 6-axis structure of another Example. 図12の直交6軸構造物を別の角度から斜視した図。FIG. 13 is a perspective view of the orthogonal six-axis structure of FIG. 12 viewed from another angle. トラス構造物の平面図と側面図。The top view and side view of a truss structure. 左長尺厚板材と後長尺厚板材と左後上長尺厚板材の関係を模式的に示す図。The figure which shows typically the relationship between a left long thick board material, a back long thick board material, and a left rear upper long thick board material. トラス構造物用継手を斜視した図。The perspective view of the joint for truss structures. トラス構造物の斜視図。The perspective view of a truss structure. 図17のトラス構造物のコンピュータグラフィック。18 is a computer graphic of the truss structure of FIG.

最初に実施例の特徴を列記する。
(特徴1)実施例の長尺厚板材を利用してトラス構造物を実現することができる。このトラス構造物は、断面がL字形の長尺厚板材の8本を組み立てて連結した節を備えている。各節を原点とすると、原点から左に延びる左長尺厚板材と、原点から前に延びる前長尺厚板材と、原点から右に延びる右長尺厚板材と、原点から後に延びる後長尺厚板材と、原点から左前上に延びる左前上長尺厚板材と、原点から右前上に延びる右前上長尺厚板材と、原点から右後上に延びる右後上長尺厚板材と、原点から左後上に延びる左後上長尺厚板材を備えている。各節において、左前上長尺厚板材の一方の辺が左長尺厚板材の内側にあり、左前上長尺厚板材の他方の辺が前長尺厚板材の内側にあり、右前上長尺厚板材の一方の辺が前長尺厚板材の内側にあり、右前上長尺厚板材の他方の辺が右長尺厚板材の内側にあり、右後上長尺厚板材の一方の辺が右長尺厚板材の内側にあり、右後上長尺厚板材の他方の辺が後長尺厚板材の内側にあり、左後上長尺厚板材の一方の辺が後長尺厚板材の内側にあり、左後上長尺厚板材の他方の辺が左長尺厚板材の内側にあるという関係にある。
(特徴2)実施例の長尺厚板材を利用してトラス構造物を提供する継手を実現することができる。この継手は、原点から左に延びる左長尺厚板材と、原点から前に延びる前長尺厚板材と、原点から右に延びる右長尺厚板材と、原点から後に延びる後長尺厚板材と、原点から左前上に延びる左前上長尺厚板材と、原点から右前上に延びる右前上長尺厚板材と、原点から右後上に延びる右後上長尺厚板材と、原点から左後上に延びる左後上長尺厚板材を備えている。8個の長尺厚板材は、左前上長尺厚板材の一方の辺が左長尺厚板材の内側にあり、左前上長尺厚板材の他方の辺が前長尺厚板材の内側にあり、右前上長尺厚板材の一方の辺が前長尺厚板材の内側にあり、右前上長尺厚板材の他方の辺が右長尺厚板材の内側にあり、右後上長尺厚板材の一方の辺が右長尺厚板材の内側にあり、右後上長尺厚板材の他方の辺が後長尺厚板材の内側にあり、左後上長尺厚板材の一方の辺が後長尺厚板材の内側にあり、左後上長尺厚板材の他方の辺が左長尺厚板材の内側にある関係で連結されている。継手間に長尺材を配置すればトラス構造物が得られる。
(特徴3)トラス構造物の一部を構成する水平部材が、上側水平面と下側水平面に沿って延びている。上側水平面に配置される継手の水平部材の内側は下を向き、下側水平面に配置される継手の水平部材の内側は上を向き、上側水平面に配置される継手の傾斜部材の内側は上を向き、下側水平面に配置される継手の傾斜部材の内側は下を向いている。
First, the features of the embodiment will be listed.
(Characteristic 1) A truss structure can be realized by using the long thick plate material of the embodiment. This truss structure is provided with a node formed by assembling and connecting eight long thick plates having an L-shaped cross section. If each section is the origin, a left long thick plate extending left from the origin, a front long thick plate extending forward from the origin, a right long thick plate extending right from the origin, and a rear long extending backward from the origin A thick plate, a long left front long plate extending from the origin to the upper left, a right front upper thick plate extending to the upper right from the origin, a right upper long plate extending to the upper right from the origin, It has a left upper upper long plate extending to the upper left rear. In each section, one side of the left front upper long plank is inside the left long plank, the other side of the left front upper long plank is inside the front long plank, and the right front upper long One side of the thick plate is inside the front long plank, the other side of the right front upper long plank is inside the right long plank, and one side of the right rear upper long plank is The other side of the right rear upper plank is inside the right long plank, and the other side of the left rear upper plank is one side of the rear plank. It is on the inside, and the other side of the left upper long plate is inside the left long plate.
(Feature 2) It is possible to realize a joint that provides a truss structure using the long thick plate material of the embodiment. This joint consists of a left long plank extending left from the origin, a front long plank extending forward from the origin, a right long plank extending right from the origin, and a rear long plank extending rear from the origin. , An upper left upper long plate extending from the origin to the upper left, an upper right upper thick plate extending to the upper right from the origin, an upper right upper thick plate extending to the upper right from the origin, and an upper left rear from the origin It has a left upper upper long plate that extends to the left. The eight long plank materials are such that one side of the left front upper long plank material is inside the left long plank material, and the other side of the left front upper long plank material is inside the front long plank material. , One side of the right front upper long plank is inside the front long plank, the other side of the right front upper long plank is inside the right long plank, and the right rear upper plank Is located inside the right long plank, the other side of the right rear upper plank is inside the rear long plank, and one side of the left rear upper plank is The other side of the left rear upper long plank is inside the long plank, and is connected such that the other side is inside the left long plank. A truss structure can be obtained by arranging long members between the joints.
(Feature 3) A horizontal member constituting a part of the truss structure extends along the upper horizontal plane and the lower horizontal plane. The inside of the horizontal member of the joint arranged on the upper horizontal plane faces downward, the inside of the horizontal member of the joint arranged on the lower horizontal plane faces upward, and the inside of the inclined member of the joint arranged on the upper horizontal plane faces upward. Orientation, the inside of the inclined member of the joint arranged in the lower horizontal plane faces downward.

(特徴4)長尺厚板材の一方の端部における一方の辺が他方の端部における一方の辺であり、長尺厚板材の一方の端部における他方の辺が他方の端部における他方の辺である。
(特徴5)長尺厚板材の端部近傍において、各辺にボルト挿入用の貫通孔が形成されている。
(特徴6)端部近傍において各辺に2個の貫通孔が形成されている。
(特徴7)各辺に形成されている貫通孔は、折り曲げ線2に対して線対称の位置にある。
(特徴8)各辺に形成されている貫通孔は、折り曲げ線2の端部を通って、折り曲げ線2に対して45度の角度をなす線上に配置されている。
(Feature 4) One side at one end of the long thick plate is one side at the other end, and the other side at one end of the long thick plate is the other side at the other end. Side.
(Feature 5) A through hole for inserting a bolt is formed in each side near the end of the long thick plate material.
(Feature 6) Two through holes are formed on each side near the end.
(Feature 7) The through-holes formed on each side are located symmetrically with respect to the bending line 2.
(Feature 8) The through holes formed in each side are arranged on a line passing through the end of the bending line 2 and forming an angle of 45 degrees with the bending line 2.

図2は、実施例に係る長尺厚板材1を斜視した図であり、図1は、その横断面を示している。長尺の長尺厚板材1は、幅方向の中央を長手方向に延びる線2に沿って折り曲げられており、折り曲げ線2から一方に延びる辺4と他方に延びる辺6は折り曲げ線2において90°をなしており、断面L字形である。一方の辺4の幅方向の中間部に山形状の凸条4aが形成されており、他方の辺6の幅方向の中間部に山形状の凸条6aが形成されている。辺4と辺6は、凸条4a,6aが存在しないとすれば、折り曲げ線2において直角に交わっている。長尺厚板材1は、断面がL字形であって、各辺の厚みがtであるといってもよい。なお長尺厚板材1を構成する板材自体の厚みは、厚みtに対して無視できる程度に薄い。   FIG. 2 is a perspective view of the long thick plate material 1 according to the embodiment, and FIG. 1 shows a cross section thereof. The long long thick plate material 1 is bent along the line 2 extending in the center in the width direction in the longitudinal direction, and the side 4 extending to one side from the bending line 2 and the side 6 extending to the other side are 90 in the bending line 2. ° and an L-shaped cross section. A ridge 4a having a mountain shape is formed at a middle portion of one side 4 in the width direction, and a ridge 6a having a mountain shape is formed at a middle portion of the other side 6 in the width direction. The sides 4 and 6 intersect at a right angle at the bending line 2 if the ridges 4a and 6a do not exist. The long thick plate 1 may have an L-shaped cross section, and the thickness of each side may be t. The thickness of the plate itself constituting the long thick plate 1 is so thin as to be negligible with respect to the thickness t.

図3は、4本の前後長尺厚板材A1〜A4と、4本の上下長尺厚板材B1〜B4と、4本の左右長尺厚板材C1〜C4を連結して形成した直方体形状の構造物を模式的に示している。一対の前後長尺厚板材A1,A2と一対の左右長尺厚板材C1,C2が上側の矩形をなすように連結され、一対の前後長尺厚板材A3,A4と一対の左右長尺厚板材C3,C4が下側の矩形をなすように連結され、4本の上下長尺厚板材B1〜B4が上下の矩形を連結している。後記するように、2本の前後長尺厚板材A3,A4と、2本の左右長尺厚板材C3,C4は省略可能である。   FIG. 3 shows a rectangular parallelepiped shape formed by connecting four front and rear long thick plates A1 to A4, four upper and lower long thick plates B1 to B4, and four left and right long thick plates C1 to C4. 1 schematically illustrates a structure. The pair of front and rear long thick plates A1 and A2 and the pair of left and right long thick plates C1 and C2 are connected to form an upper rectangle, and the pair of front and rear long thick plates A3 and A4 and the pair of left and right long thick plates C3 and C4 are connected so as to form a lower rectangle, and four upper and lower long thick plates B1 to B4 connect the upper and lower rectangles. As will be described later, the two front and rear long thick plates A3 and A4 and the two left and right long thick plates C3 and C4 can be omitted.

図4は、前後長尺厚板材A2と上下長尺厚板材B2と左右長尺厚板材C1が集合する頂点近傍の斜視図を示している。前後長尺厚板材A2の一方の辺6は上下長尺厚板材B2の他方の辺4の内側にあり、上下長尺厚板材B2の一方の辺6が左右長尺厚板材C1の他方の辺4の内側にあり、左右長尺厚板材C1の一方の辺6が前後長尺厚板材A2の他方の辺4の内側にある。また、前後長尺厚板材A2の他方の辺4が左右長尺厚板材C1の一方の辺6の外側にあり、左右長尺厚板材C1の他方の辺4が上下長尺厚板材B2の一方の辺6の外側にあり、上下長尺厚板材B2の他方の辺4が前後長尺厚板材A2の一方の辺6の外側にある。前後長尺厚板材A2と上下長尺厚板材B2と左右長尺厚板材C1は、回転対称性を満たしている。前後長尺厚板材A2の一方の辺6と上下長尺厚板材B2の他方の辺4は重なり合い、図示しないボルトとナットで連結されている。上下長尺厚板材B2の一方の辺6と左右長尺厚板材C1の他方の辺4は重なり合い、図示しないボルトとナットで連結されている。左右長尺厚板材C1の一方の辺6と前後長尺厚板材A2の他方の辺4は重なり合い、図示しないボルトとナットで連結されている。図5は、図4の関係を単純化して示す図であり(厚みを一様にして表示している)、上記した説明が分かりやすく表示されている。図6は、図5に貫通孔を追記した図面を示す。各長尺厚板材の端部近傍にボルトを通す貫通孔が形成されている。辺4に2個の貫通孔を形成し、辺6に2個の貫通孔を形成しておく。辺4の貫通孔と辺6の貫通孔は、折り曲げ線2に対して対称位置にある。図4と図5を参照して説明した回転対称の関係にあると、外側の辺の貫通孔と内側の辺の貫通孔は同一位置に揃う。すなわち、図5に示した前後長尺厚板材A2の外側の辺4の貫通孔と左右長尺厚板材C1の内側の辺6の貫通孔は同一位置に揃う。左右長尺厚板材C1の外側の辺4の貫通孔と上下長尺厚板材B2の内側の辺6の貫通孔は同一位置に揃う。上下長尺厚板材B2の外側の辺4の貫通孔と前後長尺厚板材A2の内側の辺6の貫通孔は同一位置に揃う。同一位置に揃った貫通孔にボルトを通してナットを締めつけることによって、長尺厚板材同士を締結することができる。   FIG. 4 is a perspective view of the vicinity of the vertex where the front and rear long thick plate material A2, the upper and lower long thick plate material B2, and the left and right long thick plate material C1 are gathered. One side 6 of the front and rear long thick plate A2 is inside the other side 4 of the vertical long thick plate B2, and one side 6 of the vertical long thick plate B2 is the other side of the left and right long thick plate C1. 4, one side 6 of the left and right long thick plate material C1 is inside the other side 4 of the front and rear long thick plate material A2. Further, the other side 4 of the front and rear long thick plate material A2 is outside one side 6 of the left and right long thick plate material C1, and the other side 4 of the left and right long thick plate material C1 is one of the upper and lower long thick plate material B2. , And the other side 4 of the upper and lower long thick plate material B2 is outside of one side 6 of the front and rear long thick plate material A2. The front and rear long thick plate material A2, the upper and lower long thick plate material B2, and the left and right long thick plate material C1 satisfy rotational symmetry. One side 6 of the front and rear long thick plate material A2 and the other side 4 of the upper and lower long thick plate material B2 overlap and are connected by bolts and nuts (not shown). One side 6 of the vertically long thick plate material B2 and the other side 4 of the left and right long thick plate material C1 overlap and are connected by bolts and nuts (not shown). One side 6 of the left and right long thick plate material C1 and the other side 4 of the front and rear long thick plate material A2 overlap and are connected by bolts and nuts (not shown). FIG. 5 is a diagram showing the relationship of FIG. 4 in a simplified manner (the thickness is displayed uniformly), and the above description is displayed in an easily understood manner. FIG. 6 shows a drawing in which a through hole is added to FIG. A through hole for passing a bolt is formed near the end of each long thick plate. Two through holes are formed on the side 4 and two through holes are formed on the side 6. The through hole on the side 4 and the through hole on the side 6 are located symmetrically with respect to the bending line 2. In the rotationally symmetric relationship described with reference to FIGS. 4 and 5, the through holes on the outer side and the through holes on the inner side are aligned at the same position. That is, the through holes on the outer side 4 of the front and rear long thick plate material A2 and the through holes on the inner side 6 of the left and right long thick plate material C1 shown in FIG. The through hole on the outer side 4 of the left and right long thick plate material C1 and the through hole on the inner side 6 of the upper and lower long thick plate material B2 are aligned at the same position. The through hole on the outer side 4 of the upper and lower long thick plate material B2 and the through hole on the inner side 6 of the front and rear long thick plate material A2 are aligned at the same position. By tightening a nut through a bolt through the through holes aligned at the same position, the long thick plates can be fastened to each other.

図7は、左右長尺厚板材C1の対称線8に関して対称位置にある頂点における図5に対応する図を示す。すなわち、前後長尺厚板材A1と上下長尺厚板材B1と左右長尺厚板材C1が集合する頂点近傍の斜視図を示している。図5と図7では、対称線8に関して対称関係にあり、図5における一方の辺6を図7における一方の辺4と読み換え、図5における他方の辺4を図7における他方の辺6と読み換えれば、前記した説明がそのまま適用される。すなわち、前後長尺厚板材A1の一方の辺4は上下長尺厚板材B1の他方の辺6の内側にあり、上下長尺厚板材B1の一方の辺4が左右長尺厚板材C1の他方の辺6の内側にあり、左右長尺厚板材C1の一方の辺4が前後長尺厚板材A1の他方の辺6の内側にある。また、前後長尺厚板材A1の他方の辺6が左右長尺厚板材C1の一方の辺4の外側にあり、左右長尺厚板材C1の他方の辺6が上下長尺厚板材B1の一方の辺4の外側にあり、上下長尺厚板材B1の他方の辺6が前後長尺厚板材A1の一方の辺4の外側にある。前後長尺厚板材A1と上下長尺厚板材B1と左右長尺厚板材C1は、回転対称性を満たしている。前後長尺厚板材A1の一方の辺4と上下長尺厚板材B1の他方の辺6は重なり合い、図示しないボルトとナットで連結されている。上下長尺厚板材B1の一方の辺4と左右長尺厚板材C1の他方の辺6は重なり合い、図示しないボルトとナットで連結されている。左右長尺厚板材C1の一方の辺4と前後長尺厚板材A1の他方の辺6は重なり合い、図示しないボルトとナットで連結されている。全部の長尺厚板材に共通する位置に貫通孔を形成しておけば、ボルトを通す貫通孔同士が重なる関係が得られる。長尺厚板材毎に貫通孔の位置を変える必要がない。
本明細書でいう一方の辺と他方の辺は、長尺厚板材の端部に対する関係で区別してもよいし、長尺厚板材毎に固定してもよい。前者の用法によると、一方の端部近傍における一方の辺が他方の端部近傍における他方の辺となる。上記記載は、この標記による。これに代えて、一方の端部近傍における一方の辺が他方の端部近傍における一方の辺であり、一方の端部近傍における他方の辺が他方の端部近傍における他方の辺であるとしてもよい。
FIG. 7 shows a diagram corresponding to FIG. 5 at a vertex at a symmetric position with respect to the symmetry line 8 of the left and right long thick plate material C1. That is, a perspective view near the vertex where the front and rear long thick plate material A1, the upper and lower long thick plate material B1, and the left and right long thick plate material C1 are assembled is shown. 5 and FIG. 7, there is a symmetric relationship with respect to the symmetry line 8, and one side 6 in FIG. 5 is read as one side 4 in FIG. 7, and the other side 4 in FIG. In other words, the above description is applied as it is. That is, one side 4 of the front and rear long thick plate A1 is inside the other side 6 of the upper and lower long thick plate B1, and one side 4 of the upper and lower long thick plate B1 is the other of the left and right long thick plate C1. , One side 4 of the left and right long thick plate material C1 is inside the other side 6 of the front and rear long thick plate material A1. Further, the other side 6 of the front and rear long thick plate A1 is outside one side 4 of the left and right long thick plate C1, and the other side 6 of the left and right long thick plate C1 is one of the upper and lower long thick plate B1. , And the other side 6 of the vertically long thick plate material B1 is outside one side 4 of the front and rear long thick plate material A1. The front and rear long thick plates A1, the upper and lower long thick plates B1, and the left and right long thick plates C1 satisfy rotational symmetry. One side 4 of the front and rear long thick plate material A1 and the other side 6 of the upper and lower long thick plate material B1 overlap and are connected by bolts and nuts (not shown). One side 4 of the vertically long thick plate material B1 and the other side 6 of the left and right long thick plate material C1 overlap and are connected by bolts and nuts (not shown). One side 4 of the left and right long thick plate material C1 and the other side 6 of the front and rear long thick plate material A1 overlap and are connected by bolts and nuts (not shown). If a through hole is formed at a position common to all the long thick plate members, a relationship in which the through holes through which the bolts pass can be obtained. There is no need to change the position of the through hole for each long thick plate.
One side and the other side referred to in this specification may be distinguished from each other in relation to the end of the long thick plate, or may be fixed for each long thick plate. According to the former usage, one side near one end becomes the other side near the other end. The above description is based on this title. Alternatively, one side near one end may be one side near the other end, and the other side near one end may be the other side near the other end. Good.

図8は、A1,A2,C1,C2で形成される上側の矩形を平面視した状態を示し、対称線8に対して対称であることが分かる。A3,A4,C3,C4で形成される下側の矩形は、上側の矩形に重なり合い、上下長尺厚板材B1,B2,B3,B4はいずれの紙面垂直方向に延びている。
図9は、図8の矩形に隣接する矩形を平面視した状態を示す。この場合、B1,B2,C1,C3で形成される矩形を平面視した状態を示している。
図8と図9を対比すると明らかに、図8の矩形では、一対の前後長尺厚板材A1,A2
の双方が一対の左右長尺厚板材C1,C2の外側にあるのに対し、図9の矩形では、一対の左右長尺厚板材C1,C2の双方が一対の前後長尺厚板材B1,B2の外側にあることになる。この矩形では、図3の上下長尺厚板材B1,B2が、前後長尺厚板材となる。
FIG. 8 shows a plan view of the upper rectangle formed by A1, A2, C1, and C2, and it can be seen that the upper rectangle is symmetric with respect to the symmetry line 8. The lower rectangle formed by A3, A4, C3, and C4 overlaps the upper rectangle, and the upper and lower long plate materials B1, B2, B3, and B4 extend in any direction perpendicular to the plane of the paper.
FIG. 9 shows a state in which a rectangle adjacent to the rectangle of FIG. 8 is viewed in plan. In this case, a state in which a rectangle formed by B1, B2, C1, and C3 is viewed in plan is shown.
When FIG. 8 and FIG. 9 are compared, it is clear that in the rectangle of FIG.
Are outside the pair of left and right long thick plates C1 and C2, whereas in the rectangle of FIG. 9, both the pair of left and right long thick plates C1 and C2 are paired with the front and rear long thick plates B1 and B2. Outside. In this rectangle, the upper and lower long thick plates B1 and B2 in FIG. 3 are front and rear long thick plates.

図8と図9に示すように、各頂点では、前後長尺厚板材Aと上下長尺厚板材Bと左右長尺厚板材Cが回転対称性を満たすように組み立てる。また、隣接する頂点では、図2に示した対称線8に対して線対称の関係となるように組み立てる。これによって、図8、図9等の平面図では、上側の矩形と下側の矩形が重なり合う関係となり、上下の矩形を連結する部材は、紙面に垂直方向にストレートに延びる。各厚板部材に、曲げないし捩じれが生じないようにして組み立てることができる。   As shown in FIGS. 8 and 9, at each vertex, the front and rear long thick plate material A, the upper and lower long thick plate material B, and the left and right long thick plate material C are assembled so as to satisfy the rotational symmetry. At adjacent vertices, the vertexes are assembled so as to be symmetric with respect to the symmetry line 8 shown in FIG. Thus, in the plan views of FIGS. 8 and 9 and the like, the upper rectangle and the lower rectangle overlap each other, and the member connecting the upper and lower rectangles extends straight in the direction perpendicular to the plane of the paper. Each thick plate member can be assembled without bending or twisting.

本明細書でいう直方体形状の構造物は、図3に示した12辺の全部を備えたものに限られない。図10は、下側の矩形を形成するA3,A4,C3,C4が省略された構造物を示す。この構造物も、床面に沿って延びる4辺が省略された直方体形状の構造物の一例である。なお図10の部材D1,D2は、長手方向に延びる折り曲げ線2で折り曲げる前の鋼板を示している。長尺厚板材A,B,C,D等には、輸送用コンテナを形成するために汎用されている鋼材を流用することができる。コンテナ用鋼材を流用して図10の構造物を組立てると、室内に設置する地震シュルターができる。すなわち、家屋等の倒壊から生命財産を守る構造物を形成することができる。   The rectangular parallelepiped structure referred to in this specification is not limited to a structure having all 12 sides shown in FIG. FIG. 10 shows a structure in which A3, A4, C3, and C4 forming the lower rectangle are omitted. This structure is also an example of a rectangular parallelepiped structure in which four sides extending along the floor are omitted. Note that members D1 and D2 in FIG. 10 show the steel plates before being bent at the bending line 2 extending in the longitudinal direction. For the long thick plate materials A, B, C, D, etc., steel materials generally used for forming a transport container can be used. When the structure of FIG. 10 is assembled by diverting the steel material for the container, an earthquake Schulter to be installed indoors is created. That is, a structure that protects a life property from collapse of a house or the like can be formed.

図11は、図1と図2に示した長尺厚板材の6本を組立てて形成した直交6軸構造物を示す。以下では、原点から延びる方向によって各長尺厚板材を区別する。直交6軸構造物は、上長尺厚板材U,左長尺厚板材L,前長尺厚板材F,右長尺厚板材R,後長尺厚板材E,下長尺厚板材Dで形成されている。
直交6軸構造物は、下記の規則に従って組み立てられている。上長尺厚板材Uの一方の辺4は左長尺厚板材Lの内側にあり、左長尺厚板材Lの一方の辺4は上長尺厚板材Uの内側にあり、前長尺厚板材Fの一方の辺4は下長尺厚板材Dの内側にあり、下長尺厚板材Dの一方の辺4は前長尺厚板材Fの内側にあり、右長尺厚板材Rの一方の辺4は後長尺厚板材Eの内側にあり、後長尺厚板材Eの一方の辺4は右長尺厚板材Rの内側にあり、上長尺厚板材Uの他方の辺6は後長尺厚板材Eの外側にあり、後長尺厚板材Eの他方の辺6は上長尺厚板材Uの外側にあり、右長尺厚板材Rの他方の辺6は下長尺厚板材Dの外側にあり、下長尺厚板材Dの他方の辺6は右長尺厚板材Rの外側にあり、前長尺厚板材Fの他方の辺6は左長尺厚板材Lの外側にあり、左長尺厚板材Lの他方の辺6は前長尺厚板材Fの外側にある。6本の長尺厚板材が回転対称性を満たすように連結されている。この関係を、図2の対称線8に対して対称となるに繰り返していくと、前後左右上下方向に複数個の直交6軸構造物を連結することができる。多層階・多スパンを持つ大規模構造物を形成することができる。
FIG. 11 shows an orthogonal six-axis structure formed by assembling six long thick plates shown in FIGS. 1 and 2. In the following, each long thick plate is distinguished by a direction extending from the origin. The orthogonal six-axis structure is formed of an upper long plate U, a left long plate L, a front long plate F, a right long plate R, a rear long plate E, and a lower long plate D. Have been.
The orthogonal 6-axis structure is assembled according to the following rules. One side 4 of the upper long plank U is inside the left long plank L, and one side 4 of the left long plank L is inside the upper long plank U, One side 4 of the plate member F is inside the lower long plate member D, one side 4 of the lower long plate member D is inside the front long plate member F, and one side of the right long plate member R. Side 4 is inside the rear long thick plate E, one side 4 of the rear long thick plate E is inside the right long thick plate R, and the other side 6 of the upper long thick plate U is The other side 6 of the rear long thick plate E is outside the upper long thick plate U, and the other side 6 of the right long thick plate R is the lower long thickness. The other side 6 of the lower long plank D is outside the right long plank R, and the other side 6 of the front long plank F is outside the left long plank L. And the other side 6 of the left long thick plate L is outside the front long thick plate F. That. Six long thick plates are connected so as to satisfy rotational symmetry. By repeating this relationship so as to be symmetrical with respect to the symmetry line 8 in FIG. 2, a plurality of orthogonal six-axis structures can be connected in the front, rear, left, right, up and down directions. A large-scale structure having multiple floors and multiple spans can be formed.

図12は、直交6軸構造物の別実施例を示し、図13は図12と異なる角度から見た図をしめす。この直交6軸構造物では、上長尺厚板材Uの一方の辺4は左長尺厚板材Lの内側にあり、左長尺厚板材Lの一方の辺4は上長尺厚板材Uの内側にあり、前長尺厚板材Fの一方の辺4は下長尺厚板材Dの内側にあり、下長尺厚板材Dの一方の辺4は前長尺厚板材Fの内側にあり、右長尺厚板材Rの一方の辺4は後長尺厚板材Eの内側にあり、後長尺厚板材Eの一方の辺4は右長尺厚板材Rの内側にあり、上長尺厚板材Uの他方の辺6は後長尺厚板材Eの内側にあり、後長尺厚板材Eの他方の辺6は上長尺厚板材Uの内側にあり、右長尺厚板材Rの他方の辺6は下長尺厚板材Dの内側にあり、下長尺厚板材Dの他方の辺6は右長尺厚板材Rの内側にあり、前長尺厚板材Fの他方の辺6は左長尺厚板材Lの内側にあり、左長尺厚板材Lの他方の辺6は前長尺厚板材Fの内側にある。この関係を、図2の対称線8に対して対称となるように繰り返していくと、前後左右上下方向に複数個の直交6軸構造物を連結することができる。多層階・多スパンを持つ大規模構造物を形成することができる。   FIG. 12 shows another embodiment of the orthogonal six-axis structure, and FIG. 13 shows a view from an angle different from that of FIG. In this orthogonal six-axis structure, one side 4 of the upper long plank U is inside the left long plank L, and one side 4 of the left long plank L is On the inside, one side 4 of the front long plank F is inside the lower long plank D, one side 4 of the lower long plank D is inside the front long plank F, One side 4 of the right long plank R is inside the rear long plank E, and one side 4 of the rear long plank E is inside the right long plank R. The other side 6 of the plate member U is inside the rear long plate member E, the other side 6 of the rear long plate member E is inside the upper long plate member U, and the other side of the right long plate member R. Is located inside the lower long plank D, the other side 6 of the lower long plank D is inside the right long plank R, and the other side 6 of the front long plank F is The other side 6 of the left long thick plate L is located inside the left long thick plate L. On the inside of the front elongate thick plates F. If this relationship is repeated so as to be symmetrical with respect to the symmetry line 8 in FIG. A large-scale structure having multiple floors and multiple spans can be formed.

代表的なトラス構造の一つに、4本の水平部材と4本の傾斜部材を原点で連結する構造が知られている。水平部材は、原点から左方向に延びる左長尺厚板材と前方向に延びる前長尺厚板材と右方向に延びる右長尺厚板材と後方向に延びる後長尺厚板材で構成されている。傾斜部材は、原点から左前上方向に延びる左前上長尺厚板材と、右前上方向に延びる右前上長尺厚板材と、右後上方向に延びる右後上長尺厚板材と、左後上方向に延びる左後上長尺厚板材で構成されている。本明細書で提案するトラス用構造物では、左前上長尺厚板材の一方の辺が左長尺厚板材の内側にあり、左前上長尺厚板材の他方の辺が前長尺厚板材の内側にあり、右前上長尺厚板材の一方の辺が前長尺厚板材の内側にあり、右前上長尺厚板材の他方の辺が右長尺厚板材の内側にあり、右後上長尺厚板材の一方の辺が右長尺厚板材の内側にあり、右後上長尺厚板材の他方の辺が後長尺厚板材の内側にあり、左後上長尺厚板材の一方の辺が後長尺厚板材の内側にあり、左後上長尺厚板材の他方の辺が左長尺厚板材の内側にあるという関係に従って、8枚の各長尺厚板材の端部が重ね合わせて連結されている。
図14は、トラス構造を実現する継手を示し、原点から水平面内を左側に延びる左長尺厚板材Lと、水平面内を前側に延びる前長尺厚板材Fと、水平面内を右側に延びる右長尺厚板材Rと、水平面内を後側に延びる後長尺厚板材Eと、原点から左前上方向に延びる左前上長尺厚板材LFUと、右前上方向に延びる右前上長尺厚板材RFUと、右後上方向に延びる右後上長尺厚板材REUと、左後上方向に延びる左後上長尺厚板材LEUを連結して構成されている。図14(a)は垂直方向に見下ろした状態を示し、図14(b)は水平方向からみた状態を示している。
図15は、左長尺厚板材Lと、左後上方向に延びる左後上長尺厚板材LEUと、後長尺厚板材Eの連結部を示している。左長尺厚板材Lの一方の辺4と左後上長尺厚板材LEUの一方の辺4は重なり合い、左後上長尺厚板材LEUの他方の辺6と後長尺厚板材Eの他方の辺6とは重なり合い、重なりあった辺同士を、図示しないボルトとナットで連結する。図15では図示しないが、後長尺厚板材Eと右長尺厚板材Rは右後上長尺厚板材REUで連結され、右長尺厚板材Rと前長尺厚板材Fは右前上長尺厚板材RFUで連結され、前長尺厚板材Fと左長尺厚板材Lは左前上長尺厚板材LFUで連結される。そうして、8本の長尺厚板材の原点側の端部同士が連結される。図16は、トラス構造物用継ぎ手を示している。
As one of typical truss structures, a structure in which four horizontal members and four inclined members are connected at an origin is known. The horizontal member is composed of a left long plank extending leftward from the origin, a front long plank extending forward, a right long plank extending rightward, and a rear long plank extending rearward. . The inclined member includes a left front upper long plank extending from the origin in the left front upper direction, a right front upper long plank extending in the right front upper direction, a right rear upper long plank extending in the right rear upper direction, and a left rear upper It is composed of a left upper upper long plate extending in the direction. In the truss structure proposed in this specification, one side of the left front upper long plank is inside the left long plank, and the other side of the left front upper long plank is the front long plank. On the inside, one side of the right front upper long plank is inside the front long plank, the other side of the right front upper long plank is inside the right long plank, and the right rear upper One side of the long plank is inside the right long plank, the other side of the right rear upper plank is inside the rear long plank, and one side of the left rear upper plank is According to the relationship that the side is inside the rear long plank and the other side of the upper left rear long plank is inside the left long plank, the ends of each of the eight long planks overlap. They are connected together.
FIG. 14 shows a joint that realizes a truss structure, and includes a left long thick plate L extending leftward in a horizontal plane from the origin, a front long thick plate F extending forward in a horizontal plane, and a right extending right in a horizontal plane. A long thick plate R, a rear long thick plate E extending rearward in the horizontal plane, a left front upper long thick plate LFU extending from the origin upward and leftward, and a right front upper long thick plate RFU extending rightward and upward. , And a right rear upper long plate LEU extending in the right rear upper direction and a left rear upper long plate LEU extending in the left rear upper direction. FIG. 14A shows a state looking down in the vertical direction, and FIG. 14B shows a state looking down in the horizontal direction.
FIG. 15 shows a connecting portion of a left long thick plate L, a left upper left long plate LEU extending in the left rear upper direction, and a rear long thick plate E. One side 4 of the left long thick plate L and one side 4 of the left rear upper long plate LEU overlap, and the other side 6 of the left rear upper long plate LEU and the other of the rear long thick plate E are overlapped. Side 6 is overlapped, and the overlapped sides are connected by bolts and nuts (not shown). Although not shown in FIG. 15, the rear long thick plate E and the right long thick plate R are connected by a right rear upper long thick plate REU, and the right long thick plate R and the front long thick plate F are right front upper long. The front long thick plate F and the left long thick plate L are connected by the left front upper long thick plate LFU. Thus, the ends of the eight long thick plates on the origin side are connected to each other. FIG. 16 shows a joint for a truss structure.

こうして連結された継手は、断面がL字形の長尺厚板材の8本を組み立てて連結したトラス用構造物であり、左前上長尺厚板材LFUの両方の辺が左長尺厚板材Lと前長尺厚板材Fの内側にあり、右前上長尺厚板材RFUの両方の辺が前長尺厚板材Fと右長尺厚板材Rの内側にあり、右後上長尺厚板材UEUの両方の辺が右長尺厚板材Rと後長尺厚板材Eの内側にあり、左後上長尺厚板材LEUの両方の辺が後長尺厚板材Eと左長尺厚板材Lの内側にあるという関係にある。
このトラス用継手同士を、トラスを形成する棒状部材で連結していくことによって、トラス構造物を実現することができる。図17と図18は、図16の継手を利用して形成したトラス構造物の一例を示し、前長尺厚板材Fの先端と、左前上長尺厚板材LFUの先端と、右前上長尺厚板材RFUの先端で形成される三角形が正三角形となる角度から観察したトラス構造物を示している。
The joint thus connected is a truss structure formed by assembling and connecting eight long thick plates having an L-shaped cross section, and both sides of the left front upper long thick plate LFU are connected to the left long thick plate L. Inside the front long plank F, both sides of the right front upper long plank RFU are inside the front long plank F and the right long plank R, and the right rear upper long plank UEU Both sides are inside the right long plank R and the rear long plank E, and both sides of the left rear upper long plank LEU are inside the rear long plank E and the left long plank L. There is a relationship that there is.
A truss structure can be realized by connecting the truss joints with a bar-shaped member forming a truss. 17 and 18 show an example of a truss structure formed using the joint of FIG. 16, and include a front end of a front long thick plate F, a front end of a left front upper long plate LFU, and a right front upper long. The truss structure observed from the angle at which the triangle formed at the tip of the thick plate material RFU becomes an equilateral triangle is shown.

以上、本発明の具体例を詳細に説明したが、これらは例示に過ぎず、特許請求の範囲を限定するものではない。特許請求の範囲に記載の技術には、以上に例示した具体例を様々に変形、変更したものが含まれる。本明細書または図面に説明した技術要素は、単独であるいは各種の組合せによって技術的有用性を発揮するものであり、出願時請求項記載の組合せに限定されるものではない。また、本明細書または図面に例示した技術は複数目的を同時に達成し得るものであり、そのうちの一つの目的を達成すること自体で技術的有用性を持つものである。   As described above, specific examples of the present invention have been described in detail, but these are merely examples, and do not limit the scope of the claims. The technology described in the claims includes various modifications and alterations of the specific examples illustrated above. The technical elements described in the present specification or the drawings exhibit technical usefulness alone or in various combinations, and are not limited to the combinations described in the claims at the time of filing. In addition, the technology illustrated in the present specification or the drawings can simultaneously achieve a plurality of objects, and has technical utility by achieving one of the objects.

1:長尺厚板材
2:折り曲げ線
4:辺
4a:山形
6:辺
6a:山形
8:対称線
A:前後長尺厚板材
B:上下長尺厚板材
C:左右長尺厚板材
U:上長尺厚板材
L:左長尺厚板材
F:前長尺厚板材
R:右長尺厚板材
E:後長尺厚板材
LFU:左前上長尺厚板材
RFU:右前上長尺厚板材
REU:右後上長尺厚板材
LEU:左後上長尺厚板材
1: long thick plate 2: bent line 4: side 4a: chevron 6: side 6a: chevron 8: symmetry line A: front and back long thick plate B: vertical long thick plate C: left and right long thick plate U: top Long thick plate L: Left long thick plate F: Front long thick plate R: Right long thick plate E: Rear long thick plate LFU: Left front upper long thick plate RFU: Right front upper long thick plate REU: Upper right upper long plate LEU: Upper left upper long plate

Claims (2)

断面がL字形の長尺厚板材の6本を組み立てて連結した直交6軸構造物であり、
前記L字形を形成する2枚の辺を一方の辺と他方の辺としたときに、
直交6軸の原点から上下左右前後に延びる6本の長尺厚板材の各端部が、
上長尺厚板材の一方の辺は左長尺厚板材の内側にあり、
左長尺厚板材の一方の辺は上長尺厚板材の内側にあり、
前長尺厚板材の一方の辺は下長尺厚板材の内側にあり、
下長尺厚板材の一方の辺は前長尺厚板材の内側にあり、
右長尺厚板材の一方の辺は後長尺厚板材の内側にあり、
後長尺厚板材の一方の辺は右長尺厚板材の内側にあり、
上長尺厚板材の他方の辺は後長尺厚板材の外側にあり、
後長尺厚板材の他方の辺は上長尺厚板材の外側にあり、
右長尺厚板材の他方の辺は下長尺厚板材の外側にあり、
下長尺厚板材の他方の辺は右長尺厚板材の外側にあり、
前長尺厚板材の他方の辺は左長尺厚板材の外側にあり、
左長尺厚板材の他方の辺は前長尺厚板材の外側にある直交6軸構造物。
An orthogonal 6-axis structure in which six long L-shaped long thick plates are assembled and connected.
When the two sides forming the L-shape are one side and the other side,
Each end of six long thick plates extending in the vertical and horizontal directions from the origin of the orthogonal 6 axes,
One side of the upper long plank is inside the left long plank,
One side of the left long plank is inside the upper long plank,
One side of the front long plank is inside the lower long plank,
One side of the lower long plank is inside the front long plank,
One side of the right long plank is inside the rear long plank,
One side of the rear long plank is inside the right long plank,
The other side of the upper long plank is outside the rear long plank,
The other side of the rear long plank is outside the upper long plank,
The other side of the right long plank is outside the lower long plank,
The other side of the lower long plank is outside the right long plank,
The other side of the front long plank is outside the left long plank,
The other side of the left long plank is an orthogonal 6-axis structure outside the front long plank.
断面がL字形の長尺厚板材の6本を組み立てて連結した直交6軸構造物であり、
前記L字形を形成する2枚の辺を一方の辺と他方の辺としたときに、
直交6軸の原点から上下左右前後に延びる6本の長尺厚板材の各端部が、
上長尺厚板材の一方の辺は左長尺厚板材の内側にあり、
左長尺厚板材の一方の辺は上長尺厚板材の内側にあり、
前長尺厚板材の一方の辺は下長尺厚板材の内側にあり、
下長尺厚板材の一方の辺は前長尺厚板材の内側にあり、
右長尺厚板材の一方の辺は後長尺厚板材の内側にあり、
後長尺厚板材の一方の辺は右長尺厚板材の内側にあり、
上長尺厚板材の他方の辺は後長尺厚板材の内側にあり、
後長尺厚板材の他方の辺は上長尺厚板材の内側にあり、
右長尺厚板材の他方の辺は下長尺厚板材の内側にあり、
下長尺厚板材の他方の辺は右長尺厚板材の内側にあり、
前長尺厚板材の他方の辺は左長尺厚板材の内側にあり、
左長尺厚板材の他方の辺は前長尺厚板材の内側にある直交6軸構造物。
An orthogonal 6-axis structure in which six long L-shaped long thick plates are assembled and connected.
When the two sides forming the L-shape are one side and the other side,
Each end of six long thick plates extending in the vertical and horizontal directions from the origin of the orthogonal 6 axes,
One side of the upper long plank is inside the left long plank,
One side of the left long plank is inside the upper long plank,
One side of the front long plank is inside the lower long plank,
One side of the lower long plank is inside the front long plank,
One side of the right long plank is inside the rear long plank,
One side of the rear long plank is inside the right long plank,
The other side of the upper long plank is inside the rear long plank,
The other side of the rear long plank is inside the upper long plank,
The other side of the right long plank is inside the lower long plank,
The other side of the lower long plank is inside the right long plank,
The other side of the front long plank is inside the left long plank,
The other side of the left long plank is the orthogonal 6-axis structure inside the front long plank.
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