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JP6078251B2 - Architectural unit, building structure and construction method - Google Patents
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JP6078251B2 - Architectural unit, building structure and construction method - Google Patents

Architectural unit, building structure and construction method Download PDF

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JP6078251B2
JP6078251B2 JP2012160592A JP2012160592A JP6078251B2 JP 6078251 B2 JP6078251 B2 JP 6078251B2 JP 2012160592 A JP2012160592 A JP 2012160592A JP 2012160592 A JP2012160592 A JP 2012160592A JP 6078251 B2 JP6078251 B2 JP 6078251B2
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晃 田中
晃 田中
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Tsukuba University of Technology NUC
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Description

本発明は、建築部材を備える建築ユニット、建築部材を連結した建築構造物及び建築方法に関する。   The present invention relates to a building unit including building members, a building structure in which building members are connected, and a building method.

近年の建築部材として、汎用性を有し、リサイクル、リユース等が可能な建築部材が注目されている。   As building materials in recent years, building materials that have versatility and can be recycled, reused, etc. are attracting attention.

特許文献1には、湾曲度の異なる複数種類の建築用枠材に紐体を通しながら連結し固定することによって、所望形状の屋根・壁体を簡単に構築する方法が記載されている。   Patent Document 1 describes a method of easily constructing a roof / wall body having a desired shape by connecting and fixing to a plurality of types of building frame materials having different degrees of curvature while passing a string body.

また、特許文献2及び特許文献3には、金属プレートを介して積層した複数のブロック体を貫通ボルトで締結して一体化した制震構造壁体等が記載されている。   Patent Document 2 and Patent Document 3 describe a damping structure wall body in which a plurality of block bodies stacked via metal plates are fastened and integrated with a through bolt.

また、特許文献4には、丸太材の上下部を平行面にカットしてその平行面が接するように丸太材を積み上げ、丸太材の平行面に垂直の方向に貫通するロッド挿通孔を設け、ロッド挿通孔に緊締材を挿通して緊締することにより丸太材の接合部分に隙間が全く発生しない強固なログ壁面体等が記載されている。   In Patent Document 4, the upper and lower parts of the log material are cut into parallel surfaces, and the log materials are stacked so that the parallel surfaces are in contact with each other, and a rod insertion hole penetrating in a direction perpendicular to the parallel surface of the log material is provided, A strong log wall surface body or the like in which no gap is generated at the joint portion of the log material by inserting and tightening the tightening material into the rod insertion hole is described.

特開2007−120207号公報JP 2007-120207 A 特開2009−256878号公報JP 2009-256878 A 特開2002−081152号公報Japanese Patent Laid-Open No. 2002-081152 特開2000−226884号公報Japanese Patent Laid-Open No. 2000-226884

特許文献1〜4に記載されている各種建築部材を用いた建築構造物の製造方法は、乾式接合法によるものであり、建築部材に貫通させた緊張材等を緊張させることにより、建築部材を連結して構造性能の向上を図ったものである。しかし、いずれも緊張材が複数のブロック形状部材の内部を貫通する方式を採っており、例えば、全面的な解体には対応できるが、部分的な解体には対応できず、解体の自由性が得られにくい。   The manufacturing method of the building structure using the various building members described in Patent Documents 1 to 4 is based on the dry bonding method, and the building member is made by tensioning the tension material or the like penetrated through the building member. It is connected to improve the structural performance. However, all adopt a method in which the tension material penetrates the inside of a plurality of block-shaped members. For example, it can cope with full dismantling, but it can not cope with partial dismantling, and has the freedom of dismantling. It is difficult to obtain.

また、特許文献1の建築構造物は、壁・屋根体の湾曲度を変化させるためには、異なる形状の建築用枠材に取替えて再連結することが必要となる。   Moreover, in order to change the curvature degree of a wall and a roof body, it is necessary to replace and reconnect the building structure of patent document 1 with the building frame material of a different shape.

また、特許文献2および特許文献3の建築構造物は、煉瓦またはコンクリートブロックの使用を前提としており、異なる形状の建築構造物へリユースする時は、煉瓦またはコンクリートブロックの再加工が必要となる。   In addition, the building structures of Patent Document 2 and Patent Document 3 are premised on the use of bricks or concrete blocks, and when reused for building structures having different shapes, it is necessary to rework the bricks or concrete blocks.

また、特許文献4の建築構造物は、丸太材に中空部を設けることが難しく、軽量化が困難である。   Moreover, it is difficult for the building structure of patent document 4 to provide a hollow part in log material, and weight reduction is difficult.

本発明は、これらの問題に鑑みてなされたものであり、その目的は、建築部材の種類数や重量を低減し、様々な形態へ自由に解体でき、異なる形状の建築構造物の建築に容易にリユースできる建築ユニット等を提供することである。   The present invention has been made in view of these problems, and its purpose is to reduce the number and weight of building members and to freely dismantle them into various forms, making it easy to build building structures of different shapes. It is to provide building units that can be reused.

上記目的を達成するため、本発明の第1の観点に係る建築ユニットは、
厚みが略均一であって、前記厚み方向に対して垂直の断面が、第1の円の劣弧と、前記第1の円と中心が異なり半径が略同一の第2の円の優弧から構成される三日月形状であり、前記劣弧を含む第1の曲面壁と前記優弧を含む第2の曲面壁とを有する建築部材と、
当該建築部材の前記第1の曲面壁と前記第2の曲面壁のいずれか一方と、当該建築部材と同じ構成を有する他の建築部材の前記第1の曲面壁と前記第2の曲面壁の他方と、が接合した状態で、前記他の建築部材と連結する連結手段と、
を備えることを特徴とする。
In order to achieve the above object, the building unit according to the first aspect of the present invention comprises:
The cross section perpendicular to the thickness direction is substantially uniform in thickness, and is obtained by subtracting the arc of the first circle and the dominant arc of the second circle having the same center and the same radius as the first circle. A building member having a crescent-shaped configuration and having a first curved wall including the subarc and a second curved wall including the dominant arc;
One of the first curved wall and the second curved wall of the building member, and the first curved wall and the second curved wall of another building member having the same configuration as the building member. In the state where the other is joined, a connecting means for connecting to the other building member,
It is characterized by providing.

前記建築部材は、前記第1の円の中心から前記厚み方向に伸びた中心軸を通り前記第1の曲面壁に垂直平面のうち前記第1の曲面壁より当該建築部材の内側の平面上に配置した第1の平面形状補強材、又は、前記第2の円の中心から前記厚み方向に伸びた中心軸より前記第2の曲面壁に垂直に下ろした平面上に配置した第2の平面形状補強材を更に有してもよい。 The building member is on a plane inside the building member from the first curved wall out of the plane perpendicular to the first curved wall through a central axis extending in the thickness direction from the center of the first circle. Or a second flat surface disposed on a plane perpendicular to the second curved wall from the central axis extending in the thickness direction from the center of the second circle. You may further have a shape reinforcement.

前記建築部材は、前記第1の円の中心と同じ点を中心とし、半径が前記第1の円より長い円の弧に沿って設けられた第1の曲面形状補強材、又は、前記第2の円の中心と同じ点を中心とし、半径が前記第2の円より短い円の弧に沿って設けられた第2の曲面形状補強材を更に有してもよい。   The building member has a first curved shape reinforcing material provided along an arc of a circle having the same point as the center of the first circle and a radius longer than the first circle, or the second There may be further provided a second curved shape reinforcing member provided along an arc of a circle having the same point as the center of the circle and having a radius shorter than that of the second circle.

前記建築部材は、第2の円の中心と前記三日月形状の鋭点を通る円弧に沿って設けられた第3の曲面形状補強材を更に有してもよい。   The building member may further include a third curved shape reinforcing member provided along an arc passing through the center of the second circle and the sharp point of the crescent moon.

前記建築部材は、前記第2の円の中心から前記厚み方向に伸びた中心軸の軸枠であって、前記第1の曲面壁又は第2の曲面壁に対して固定された軸枠を更に有し、
前記連結手段は、当該建築部材の前記軸枠を貫通する中心軸材と、前記他の建築部材の前記軸枠を貫通する中心軸材と、を互いに固定するアーム部材を含むようにしてもよい。
The building member is a shaft frame of a central axis extending in the thickness direction from the center of the second circle, and further includes a shaft frame fixed to the first curved wall or the second curved wall. Have
The connecting means may include an arm member that fixes a central shaft member that penetrates the shaft frame of the building member and a central shaft member that penetrates the shaft frame of the other building member to each other.

前記連結手段は、緊張材と、前記第1の円の中心と前記第2の円の中心を結ぶ直線から最も離れた前記優弧上の点を通り前記厚み方向に伸びる直線上の点に設置した前記緊張材を固定する緊張材定着具と、を含むようにしてもよい。   The connecting means is installed at a point on a straight line that passes through a point on the dominant arc that is farthest from a straight line that connects the center of the tendon and the center of the first circle and the center of the second circle. And a tension material fixing tool for fixing the tension material.

前記建築部材は、当該建築部材と前記他の建築部材を接合させたときに、当該建築部材の前記第1の曲面壁と前記第2の曲面壁のいずれか一方と、前記他の建築部材の前記第1の曲面壁と前記第2の曲面壁の他方を貫通する貫通穴を更に有し、
前記連結手段は、前記貫通穴を貫通するボルトと、前記ボルトを締結するナットと、を含むようにしてもよい。
When the building member is joined to the other building member, either the first curved wall or the second curved wall of the building member and the other building member A through hole penetrating the other of the first curved wall and the second curved wall;
The connecting means may include a bolt that penetrates the through hole and a nut that fastens the bolt.

また、本発明の第2の観点に係る建築構造物は、
厚みが略均一であって、前記厚み方向に対して垂直の断面が、第1の円の劣弧と、前記第1の円と中心が異なり半径が略同一の第2の円の優弧から構成される三日月形状であり、前記劣弧を含む第1の曲面壁と前記優弧を含む第2の曲面壁とを有する建築部材を、複数連結した構造を有する建築構造物であって、
1の前記建築部材の前記第1の曲面壁と前記第2の曲面壁のいずれか一方と、他の前記建築部材の前記第1の曲面壁と前記第2の曲面壁の他方と、が接合した状態で、複数の前記建築部材を連結する、
ことを特徴とする。
In addition, the building structure according to the second aspect of the present invention is
The cross section perpendicular to the thickness direction is substantially uniform in thickness, and is obtained by subtracting the arc of the first circle and the dominant arc of the second circle having the same center and the same radius as the first circle. A building structure having a structure in which a plurality of building members having a crescent-shaped structure and having a first curved wall including the subarc and a second curved wall including the dominant arc are connected,
One of the first curved wall and the second curved wall of the one building member and the other of the first curved wall and the second curved wall of the other building member are joined together In a state where a plurality of the building members are connected,
It is characterized by that.

前記建築部材は、前記第2の円の中心から前記厚み方向に伸びた中心軸の軸枠であって、前記第1の曲面壁又は第2の曲面壁に対して固定された軸枠を更に有し、
前記厚み方向に配列された複数の前記建築部材を、複数の前記建築部材の前記軸枠を貫通する中心軸材を、前記建築部材に対して固定することにより連結するようにしてもよい。
The building member is a shaft frame of a central axis extending in the thickness direction from the center of the second circle, and further includes a shaft frame fixed to the first curved wall or the second curved wall. Have
The plurality of building members arranged in the thickness direction may be coupled by fixing a central shaft member penetrating the shaft frame of the plurality of building members to the building member.

また、本発明の第3の観点に係る建築方法は、
厚みが略均一であって、前記厚み方向に対して垂直の断面が、第1の円の劣弧と、前記第1の円と中心が異なり半径が略同一の第2の円の優弧から構成される三日月形状であり、前記劣弧を含む第1の曲面壁と前記優弧を含む第2の曲面壁とを有する建築部材を、複数連結することにより建築構造物を建築する建築方法であって、
1の前記建築部材の前記第1の曲面壁と前記第2の曲面壁のいずれか一方と、他の前記建築部材の前記第1の曲面壁と前記第2の曲面壁の他方と、が接合した状態で、複数の前記建築部材を配列する第1の配列ステップと、
配列された複数の前記建築部材を互いに連結する連結ステップと、を有する、
ことを特徴とする。
In addition, the construction method according to the third aspect of the present invention is:
The cross section perpendicular to the thickness direction is substantially uniform in thickness, and is obtained by subtracting the arc of the first circle and the dominant arc of the second circle having the same center and the same radius as the first circle. A construction method for constructing a building structure by connecting a plurality of building members having a crescent-shaped structure and having a first curved wall including the subarc and a second curved wall including the dominant arc. There,
One of the first curved wall and the second curved wall of the one building member and the other of the first curved wall and the second curved wall of the other building member are joined together A first arrangement step of arranging a plurality of the building members in a state where
A connecting step of connecting the plurality of arranged building members to each other;
It is characterized by that.

前記建築部材は、前記第2の円の中心から前記厚み方向に伸びた中心軸の軸枠であって、前記第1の曲面壁又は第2の曲面壁に対して固定された軸枠を更に有し、
前記厚み方向に複数の前記建築部材を配列する第2の配列ステップと、
前記厚み方向に配列された複数の前記建築部材の前記軸枠に対して、中心軸材を貫通させ、前記中心軸材を前記建築部材に対して固定する中心軸材固定ステップと、を更に有するようにしてもよい。
The building member is a shaft frame of a central axis extending in the thickness direction from the center of the second circle, and further includes a shaft frame fixed to the first curved wall or the second curved wall. Have
A second arrangement step of arranging a plurality of the building members in the thickness direction;
A center shaft member fixing step of passing a center shaft member through the shaft frames of the plurality of building members arranged in the thickness direction and fixing the center shaft member to the building member is further provided. You may do it.

本発明によれば、建築部材の種類数や重量を低減し、様々な形態へ自由に解体でき、異なる形状の建築構造物の建築に容易にリユースすることが可能となる。   ADVANTAGE OF THE INVENTION According to this invention, the kind and weight of a building member can be reduced, it can disassemble freely into various forms, and it becomes possible to reuse easily for the construction of a building structure of a different shape.

実施の形態1に係る建築部材の外観図であり、(a)は斜視図、(b)は正面図である。It is an external view of the building member which concerns on Embodiment 1, (a) is a perspective view, (b) is a front view. (a)実施の形態1に係る建築部材の形状を説明するための図である。(b)曲面壁と補強材の配置を説明するための図である。(A) It is a figure for demonstrating the shape of the building member which concerns on Embodiment 1. FIG. (B) It is a figure for demonstrating arrangement | positioning of a curved wall and a reinforcing material. (a)実施の形態1に係る建築部材にアーム部材を取り付けた状態を示す図である。(b)アーム部材の正面図である。(c)アーム部材の平面図である。(A) It is a figure which shows the state which attached the arm member to the building member which concerns on Embodiment 1. FIG. (B) It is a front view of an arm member. (C) It is a top view of an arm member. 実施の形態1に係る建築構造物の正面図であり、(a)は直線状に連結された状態を示す図であり、(b)は湾曲状に連結された状態を示す図である。It is a front view of the building structure which concerns on Embodiment 1, (a) is a figure which shows the state connected linearly, (b) is a figure which shows the state connected curvedly. 建築部材の再生の流れを説明するための図である。It is a figure for demonstrating the flow of reproduction | regeneration of a building member. 実施の形態2に係る建築部材の外観図であり、(a)は斜視図、(b)は正面図である。It is an external view of the building member which concerns on Embodiment 2, (a) is a perspective view, (b) is a front view. 実施の形態2に係る建築部材に緊張材を取り付けた状態を示す図であり、(a)は正面図、(b)は平面図である。It is a figure which shows the state which attached the tension material to the building member which concerns on Embodiment 2, (a) is a front view, (b) is a top view. (a)実施の形態2に係る建築部材に緊張材を取り付けた状態を示す斜視図である。(b)実施の形態2に係る緊張材の斜視図である。(A) It is a perspective view which shows the state which attached the tension material to the building member which concerns on Embodiment 2. FIG. (B) It is a perspective view of the tension material which concerns on Embodiment 2. FIG. 実施の形態2に係る建築構造物の緊張材の調整手順を説明するための図であり、(a)は展開前、(b)は展開後、(c)は緊張材の取り付け後、(d)は緊張材の緊緩調整後を示す図である。It is a figure for demonstrating the adjustment procedure of the tension material of the building structure which concerns on Embodiment 2, (a) before expansion | deployment, (b) after expansion | deployment, (c) after attachment of a tension material, (d ) Is a diagram showing the tension material after loosening adjustment. 実施の形態3に係る建築部材をボルトとナットで連結させた状態を示す図である。It is a figure which shows the state which connected the building member which concerns on Embodiment 3 with the volt | bolt and the nut. (a)実施の形態4に係る建築部材を厚み方向に連結した状態を示す図である。(b)厚み方向及び厚み方向に垂直の方向に連結した状態を示す図である。(A) It is a figure which shows the state which connected the building member which concerns on Embodiment 4 in the thickness direction. (B) It is a figure which shows the state connected in the direction perpendicular | vertical to the thickness direction and the thickness direction.

(実施の形態1)
本発明の実施の形態1について図1乃至5を参照して詳細に説明する。まず、本実施の形態に係る建築部材10について説明する。
(Embodiment 1)
Embodiment 1 of the present invention will be described in detail with reference to FIGS. First, the building member 10 according to the present embodiment will be described.

建築部材10は、図1に示すように、厚み方向D1に垂直の断面の外枠が三日月形状で、厚み方向D1の厚みが略均一な形状を有している。建築部材10は、方向D2に沿った曲面壁101と、方向D3に沿った曲面壁102とからなる外壁と、外壁を支える各種補強材を有する。   As shown in FIG. 1, the building member 10 has a crescent-shaped outer frame with a cross section perpendicular to the thickness direction D1 and a substantially uniform thickness in the thickness direction D1. The building member 10 includes an outer wall composed of a curved wall 101 along the direction D2 and a curved wall 102 along the direction D3, and various reinforcing materials that support the outer wall.

建築部材10の厚み方向D1に対して垂直の断面形状を、図2を用いて詳細に説明する。曲面壁101の断面形状は、点Aを中心とする円の劣弧であり、曲面壁102の断面形状は、点Bを中心とする円の優弧である。ここで、図2(a)に示すように、点Aを中心とする円の半径r1と点Bを中心とする円の半径r2は略同一である。   A cross-sectional shape perpendicular to the thickness direction D1 of the building member 10 will be described in detail with reference to FIG. The cross-sectional shape of the curved wall 101 is a sub-arc of a circle centered on the point A, and the cross-sectional shape of the curved wall 102 is a super-arc of a circle centered on the point B. Here, as shown in FIG. 2A, the radius r1 of the circle centered on the point A and the radius r2 of the circle centered on the point B are substantially the same.

曲面壁101と曲面壁102からなる外壁を内側から支持する補強材は、曲面形状補強材103、曲面形状補強材104、平面形状補強材105、平面形状補強材106、アーチ形状補強材107を含む。曲面形状補強材103は点Aを中心とし半径がr1より大きい円の劣弧に沿った位置に形成されている。曲面形状補強材104は点Bを中心とし半径がr2より小さい円の優弧に沿った位置に形成されている。   Reinforcing materials that support the outer wall composed of the curved wall 101 and the curved wall 102 from the inside include a curved shape reinforcing material 103, a curved shape reinforcing material 104, a planar shape reinforcing material 105, a planar shape reinforcing material 106, and an arch shape reinforcing material 107. . The curved surface shape reinforcing material 103 is formed at a position along the inferior arc of a circle centered on the point A and having a radius larger than r1. The curved surface reinforcing material 104 is formed at a position along a dominant arc of a circle having a radius smaller than r2 with the point B as the center.

平面形状補強材105は、中心点Aから厚み方向D1に延ばした中心軸より曲面壁101に垂直に下ろした平面上に形成されている。平面形状補強材106は、中心点Bから厚み方向D1に延ばした中心軸より曲面壁102に垂直に下ろした平面上に形成されている。アーチ形状補強材107は、三日月形状の鋭点、すなわち、曲面壁101と曲面壁102の交点P、Qと点Bを通る円弧に沿って形成されている。   The planar reinforcing material 105 is formed on a plane that is perpendicular to the curved wall 101 from the central axis extending from the central point A in the thickness direction D1. The planar reinforcing material 106 is formed on a plane that is perpendicular to the curved wall 102 from a central axis extending from the central point B in the thickness direction D1. The arch-shaped reinforcing material 107 is formed along a crescent-shaped sharp point, that is, an arc passing through the intersections P and Q of the curved wall 101 and the curved wall 102 and the point B.

図1に示す軸枠108は、図2に示す点Bを通り厚さ方向D1に延在している中心軸の軸枠であり、各種補強材を介して、曲面壁101、102に対して固定されている。   A shaft frame 108 shown in FIG. 1 is a shaft frame of a central axis that extends in the thickness direction D1 through the point B shown in FIG. 2, and with respect to the curved walls 101 and 102 via various reinforcing materials. It is fixed.

以上説明した形状を有する建築部材10は、例えば、アルミ材から構成される。アルミ材に対して押出成形等の塑性加工を行うことにより、曲面壁101、102、曲面形状補強材103、104、平面形状補強材105、106、アーチ形状補強材107、軸枠108を有し、厚み方向D1に延びた形状を生成する。塑性加工の後、予め定めた厚みにカッティングを行う。   The building member 10 having the shape described above is made of, for example, an aluminum material. By performing plastic working such as extrusion molding on aluminum material, it has curved walls 101, 102, curved shape reinforcing materials 103, 104, planar shape reinforcing materials 105, 106, arch shape reinforcing material 107, and shaft frame 108. A shape extending in the thickness direction D1 is generated. After plastic working, cutting is performed to a predetermined thickness.

次に、建築部材10を複数連結する連結手段について説明する。   Next, connection means for connecting a plurality of building members 10 will be described.

隣り合う2つの建築部材10のうち一方の建築部材10の曲面壁101と他方の建築部材10の曲面壁102が接するようにして、複数の建築部材10が連結される。   A plurality of building members 10 are connected so that the curved wall 101 of one building member 10 and the curved wall 102 of the other building member 10 are in contact with each other between two adjacent building members 10.

隣り合う建築部材10は、図3(b)、(c)に示すようなアーム部材201をそれぞれの建築部材10に固定することにより、互いに結合される。各建築部材10の軸枠108には中心軸材202を挿入している。中心軸材202は、少なくとも両端部がねじ切りされている。図3(a)に示すように、軸枠108から突出されている中心軸材202の両端部をアーム部材201の貫通穴203に通し、ナット204で締着することにより、建築部材10と中心軸材202とアーム部材201とを互いに固定する。これにより、アーム部材201は、建築部材10を挟むようにして、建築部材10の両側面に設置される。   Adjacent building members 10 are joined together by fixing arm members 201 as shown in FIGS. 3B and 3C to the respective building members 10. A central shaft member 202 is inserted into the shaft frame 108 of each building member 10. The central shaft member 202 is threaded at least at both ends. As shown in FIG. 3 (a), both ends of the central shaft member 202 protruding from the shaft frame 108 are passed through the through holes 203 of the arm member 201 and fastened with nuts 204. The shaft member 202 and the arm member 201 are fixed to each other. Thereby, the arm member 201 is installed on both side surfaces of the building member 10 so as to sandwich the building member 10.

アーム部材201は、図3(b)、(c)に示すように、建築部材10の表面に接する平面部分205と、平面部分205に対して垂直となるように設けられた台座部分206から構成される。台座部分206を設けることにより、アーム部材201が湾曲し、隣り合う建築部材10がずれるのを防ぐことができる。アーム部材201や中心軸材202は、例えばアルミ、鋼鉄等から構成される。   As shown in FIGS. 3B and 3C, the arm member 201 is composed of a flat portion 205 in contact with the surface of the building member 10 and a pedestal portion 206 provided so as to be perpendicular to the flat portion 205. Is done. By providing the pedestal portion 206, it is possible to prevent the arm member 201 from being bent and the adjacent building members 10 from being displaced. The arm member 201 and the central shaft member 202 are made of, for example, aluminum or steel.

建築部材10の連結方向の湾曲度を変更する場合には、隣り合う建築部材10のうち一方の建築部材10の曲面壁101を固定し、他方の建築部材10の曲面壁102を滑合させながら、2つの建築部材10に連結された状態のアーム部材201の端部を回転させる。   When changing the curvature of the connecting direction of the building member 10, the curved wall 101 of one building member 10 among the adjacent building members 10 is fixed and the curved wall 102 of the other building member 10 is slid. The ends of the arm members 201 connected to the two building members 10 are rotated.

このようにして、複数の建築部材10を順に連結することにより建築構造物1を構築することができる。ここで、中心軸材202とアーム部材201を連結手段として建築部材10に付属したものを建築ユニットとして捉え、この建築ユニットを1単位として、任意単位組み合わせることにより様々な形状の建築構造物1を構築することができる。   In this way, the building structure 1 can be constructed by connecting a plurality of building members 10 in order. Here, the central shaft member 202 and the arm member 201 that are connected to the building member 10 as a connecting means are regarded as a building unit, and the building unit 1 can be combined into arbitrary units, and various types of building structures 1 can be combined. Can be built.

図4に4つの建築部材10からなる建築構造物1を示す。図4(a)は、連結方向が直線上である状態を示す。図4(b)は、(a)の状態からアーム部材201を回転させて湾曲された状態を示す。   FIG. 4 shows a building structure 1 composed of four building members 10. FIG. 4A shows a state where the connecting direction is a straight line. FIG. 4B shows a state where the arm member 201 is rotated from the state of FIG.

次に、建築部材10のリユース・リサイクル・リデュースの流れについて、図5を用いて説明する。   Next, the flow of reuse, recycling, and reducing the building member 10 will be described with reference to FIG.

建築部材10は、建築構造物1のアーム部材201を取り外すことにより、解体し、再組立することができる(リユース)。   The building member 10 can be disassembled and reassembled by removing the arm member 201 of the building structure 1 (reuse).

しかし、リユース回数もしくは建設・完成後の環境条件によって建築部材10に損傷が生じることがある。建築部材10の損傷程度が局部レベルに留まった場合、損傷部分にあわせて建築部材10を厚さ方向D1に垂直の面でカッティングを行う。損傷側の建築部材10のみがリサイクル機関に回収され(リデュース)、リサイクルされる。一方、無傷側の建築部材10はリユースすることができる。建築部材10の損傷程度が全体レベルに達した場合、そのまま建築部材10がリサイクル機関に回収され、リサイクルされる。   However, the building member 10 may be damaged depending on the number of reuses or the environmental conditions after construction and completion. When the damage level of the building member 10 remains at the local level, the building member 10 is cut in a plane perpendicular to the thickness direction D1 according to the damaged portion. Only the building member 10 on the damaged side is collected (reduced) by the recycling organization and recycled. On the other hand, the building member 10 on the intact side can be reused. When the damage level of the building member 10 reaches the entire level, the building member 10 is collected as it is by the recycling organization and recycled.

このようにして、建築部材10を用いた建築構造物1は、建築部材10のリユース率を高め、リサイクルに係る電力の節電を可能にし、少量生産・少量廃棄を実現することで、地球温暖化や資源枯渇化問題解決へ貢献することができる。   In this way, the building structure 1 using the building member 10 increases the reuse rate of the building member 10, enables power saving related to recycling, and realizes low-volume production and low-volume disposal. And contribute to solving the problem of resource depletion.

以上説明したように、本実施の形態においては、厚み方向D1に対して垂直の断面の外枠が三日月形状で、方向D2に沿った曲面壁101と、方向D3に沿った曲面壁102とからなる外壁と、外壁を支える各種補強材と中心点Bに設けた軸枠108を有し、厚み方向D1の厚みが略均一な形状の建築部材1を、軸枠108に貫通させた中心軸材202とアーム部材201を結合させることにより連結して、建築構造物1を構築することとした。これにより、重量の軽い建築部材10を用いて、任意の湾曲度を有する建築構造物1を構築でき、また、アーム部材201を取り外すことにより容易に解体することができ、解体した建築部材10を用いて異なる形状の建築構造物1の建築に容易にリユースすることもできる。   As described above, in the present embodiment, the outer frame of the cross section perpendicular to the thickness direction D1 has a crescent shape, and the curved wall 101 along the direction D2 and the curved wall 102 along the direction D3. A central shaft member that has the outer wall, the various reinforcing members that support the outer wall, and the shaft frame 108 provided at the center point B, and the building member 1 having a substantially uniform thickness in the thickness direction D1 is passed through the shaft frame 108. 202 and the arm member 201 are coupled by being coupled to construct the building structure 1. Thereby, the building structure 1 which has arbitrary curvature can be constructed | assembled using the light weight building member 10, Moreover, it can disassemble easily by removing the arm member 201, and the disassembled building member 10 can be removed. It can also be easily reused for the construction of building structures 1 having different shapes.

(実施の形態2)
本発明の実施の形態2について図6乃至9を参照して詳細に説明する。まず、本実施の形態に係る建築部材12について説明する。なお、実施の形態1に係る建築部材10と同じ符号を付した構成は、実施の形態1と同様の構造、機能を有するものである。
(Embodiment 2)
A second embodiment of the present invention will be described in detail with reference to FIGS. First, the building member 12 according to the present embodiment will be described. In addition, the structure which attached | subjected the same code | symbol as the building member 10 which concerns on Embodiment 1 has a structure and a function similar to Embodiment 1. FIG.

建築部材12は、図6に示すように、方向D2に沿った曲面壁101と、方向D3に沿った曲面壁102とからなる外壁と、外壁を支える曲面形状補強材103、104、平面形状補強材105、106、アーチ形状補強材107を有し、厚み方向D1の厚みが略均一な形状を有している。   As shown in FIG. 6, the building member 12 includes an outer wall composed of a curved wall 101 along the direction D2 and a curved wall 102 along the direction D3, curved shape reinforcing members 103 and 104 supporting the outer wall, and planar shape reinforcement. It has the material 105,106 and the arch-shaped reinforcement material 107, and has the shape where the thickness of the thickness direction D1 is substantially uniform.

建築部材12は、さらに、曲面壁102の上方と下方に、一定の幅を有し、厚さ方向D1に延びた平面部121、及び厚さ方向D1に沿って設けられた浅溝122を有する。浅溝122は例えば、点Aと点Bを結んだ直線から最も離れた優弧上の点を通り厚み方向D1に伸びる直線上に設けられる。浅溝122に沿った位置に、金具取付用穴123が設けられている。   The building member 12 further includes a flat portion 121 having a certain width and extending in the thickness direction D1 above and below the curved wall 102, and a shallow groove 122 provided along the thickness direction D1. . For example, the shallow groove 122 is provided on a straight line that extends in the thickness direction D1 through a point on the dominant arc that is farthest from the straight line connecting the points A and B. A fitting mounting hole 123 is provided at a position along the shallow groove 122.

このような形状を有する建築部材12は、例えば、アルミ材から構成される。アルミ材を押出成形等の塑性加工を行うことにより、曲面壁101、102、曲面形状補強材103、104、平面形状補強材105、106、アーチ形状補強材107、軸枠108、平面部121、浅溝122を有し、厚み方向D1に延びた形状を形成する。塑性加工の後、一定長の厚みにカッティングを行い、浅溝122上の適宜位置に金具取付用穴123を穿孔する。   The building member 12 having such a shape is made of, for example, an aluminum material. By performing plastic processing such as extrusion molding of aluminum material, curved walls 101 and 102, curved shape reinforcing materials 103 and 104, planar shape reinforcing materials 105 and 106, arch shape reinforcing material 107, shaft frame 108, plane portion 121, A shape having a shallow groove 122 and extending in the thickness direction D1 is formed. After the plastic working, cutting is performed to a certain length of thickness, and a fitting mounting hole 123 is drilled at an appropriate position on the shallow groove 122.

次に、建築部材12を複数連結する連結手段について説明する。   Next, connection means for connecting a plurality of building members 12 will be described.

隣り合う2つの建築部材12のうち一方の建築部材12の曲面壁101と他方の建築部材12の曲面壁102が接するようにして、複数の建築部材12が連結される。   A plurality of building members 12 are connected so that the curved wall 101 of one building member 12 and the curved wall 102 of the other building member 12 of two adjacent building members 12 are in contact with each other.

隣り合う建築部材12は、まず、実施の形態1と同様にアーム部材201をそれぞれの建築部材12に固定される。その後、建築部材12の上下部に設置した緊張材302を用いて緊緩調整を行う。ここで、緊張材302は、例えば、ロッド(鋼鉄棒)やワイヤーケーブル等で構成される。   As for the adjacent building member 12, first, the arm member 201 is fixed to each building member 12 similarly to the first embodiment. Thereafter, the tightness adjustment is performed using the tension members 302 installed on the upper and lower portions of the building member 12. Here, the tendon material 302 is composed of, for example, a rod (steel rod), a wire cable, or the like.

緊張材を用いた連結方法について図7(a)、(b)、図8(a)、(b)を参照して詳細に説明する。まず、図7(a)に示すように建築部材12の金具取付用穴123に緊張材定着金具124を挿入し、曲面壁102の裏側よりナット125で締着する。そして、緊張材定着金具124には、図7(a)、(b)に示すような貫通穴1241が設けられており、その中にねじ切りした貫通金具126を通し、両側からナット127で固定する。   A connection method using a tendon will be described in detail with reference to FIGS. 7 (a), 7 (b), 8 (a), and 8 (b). First, as shown in FIG. 7A, the tendon fixing bracket 124 is inserted into the bracket mounting hole 123 of the building member 12 and fastened with the nut 125 from the back side of the curved wall 102. The tendon fixing member 124 is provided with a through hole 1241 as shown in FIGS. 7A and 7B, and a threaded through member 126 is passed through the hole and fixed with nuts 127 from both sides. .

貫通金具126に取り付ける緊緩調整装置30は図8(b)に示すように、ソケット301と緊張材302から構成され、ソケット301には貫通金具126を挿入する貫通穴303と、緊張材302を挿入する貫通穴304を備えている。緊張材302は2つのソケット301の貫通穴304に挿入され、端部を緊張材止め305で2つのソケット301の間の距離が一定長となるように固定されている。   As shown in FIG. 8B, the tightening / adjusting device 30 attached to the through metal fitting 126 includes a socket 301 and a tension material 302. The socket 301 has a through hole 303 into which the through metal fitting 126 is inserted and a tension material 302. A through hole 304 to be inserted is provided. The tendon material 302 is inserted into the through-holes 304 of the two sockets 301, and is fixed so that the distance between the two sockets 301 becomes a fixed length with a tendon material stop 305 at the end.

貫通金具126はソケット301の貫通穴303を貫通させてナット306で締着する。このナット306のねじ込みを調整することにより、緊張材302の緊緩を調整することができる。   The through metal fitting 126 passes through the through hole 303 of the socket 301 and is fastened with a nut 306. By adjusting the screwing of the nut 306, the tightness of the tension material 302 can be adjusted.

この緊張材302の緊張度が適切となるように緊緩調整することにより、隣り合う建築部材12が互いに緊合され、せん断変形および曲げ変形を抑制し安定させることができる。   By adjusting the tension so that the tension of the tension member 302 is appropriate, the adjacent building members 12 are brought into close contact with each other, and shear deformation and bending deformation can be suppressed and stabilized.

このようにして、複数の建築部材12を連結することにより建築構造物2を構築することができる。ここで、本実施の形態でも、実施の形態1と同様に、アーム部材201、中心軸材202、緊緩調整装置30等を連結手段として建築部材12に付属したものを建築ユニットとして捉え、この建築ユニットを1単位として、任意単位の建築ユニットを組み合わせることにより様々な形状の建築構造物2を構築することができる。   In this way, the building structure 2 can be constructed by connecting a plurality of building members 12. Here, also in the present embodiment, as in the first embodiment, the arm member 201, the central shaft member 202, the tightening / adjusting device 30 and the like attached to the building member 12 as connection means are regarded as a building unit. Building structures 2 of various shapes can be constructed by combining building units of arbitrary units with a building unit as one unit.

建築構造物2の構築手順を、図9を用いて説明する。まず、アーム部材201によって建築部材12を連結させ、建築構造物2を湾曲させた状態で、建築部材12の上下に設置した緊張材定着金具124のうち、上下の一方に、緊緩調整装置30を取り付ける(図9(a))。その後、建築構造物2を要求される形状に展開してから(図9(b))、上下の他方に、緊緩調整装置30を取り付ける(図9(c))。そして、上下の緊緩調整装置30のナット306の締め付け具合を調整して、緊緩調整を行う(図9(d))。   The construction procedure of the building structure 2 will be described with reference to FIG. First, in the state where the building member 12 is connected by the arm member 201 and the building structure 2 is curved, the tension adjusting device 30 is attached to one of the upper and lower portions of the tension member fixing bracket 124 installed on the upper and lower sides of the building member 12. Is attached (FIG. 9A). Thereafter, after the building structure 2 is developed into a required shape (FIG. 9B), the tightening / adjusting device 30 is attached to the other of the upper and lower sides (FIG. 9C). Then, the tightening adjustment is performed by adjusting the tightening degree of the nut 306 of the upper and lower tightening / adjustment devices 30 (FIG. 9D).

解体の時には、ナット306を緩めて緊張材302を弛緩させた後、緊張材302の一端をソケット301から外して、一端を外した緊張材302を簾のように巻きつけてもよい。これにより建築ユニット毎に収納することができる。   At the time of dismantling, after loosening the nut 306 to loosen the tensioning material 302, one end of the tensioning material 302 may be removed from the socket 301, and the tensioning material 302 with the one end removed may be wound like a scissors. Thereby, it can accommodate for every construction unit.

建築構造物2の大まかな湾曲度にあわせて所定の長さにカットされた緊張材302が予め組み込まれた緊緩調整装置30を建築部材12に取付けておくことで、建築構造物1の湾曲度を安定的に変更することができる。その場合でも、建築部材12とアーム部材201を取り替えなくても済む。   The bending adjustment device 30 in which the tension material 302 cut into a predetermined length according to the rough curvature of the building structure 2 is preliminarily incorporated is attached to the building member 12, thereby bending the building structure 1. The degree can be changed stably. Even in that case, the building member 12 and the arm member 201 need not be replaced.

以上説明したように、本実施の形態においては、建築部材12の上下に設置した緊張材302を用いて緊緩調整を行うことにより、隣り合う建築部材12が緊合する構成とした。これにより、任意の湾曲度を有する建築構造物2を構築でき、建築構造物2の湾曲度を変更する場合であっても、緊緩調整を行うことにより、変更後の建築構造物2も安定的に構築できる。   As described above, in the present embodiment, the adjacent building members 12 are configured to be in close contact with each other by performing the tight adjustment using the tension members 302 that are installed above and below the building member 12. As a result, the building structure 2 having an arbitrary degree of curvature can be constructed, and even if the degree of curvature of the building structure 2 is changed, the building structure 2 after the change is also stable by performing tight adjustment. Can be built.

(実施の形態3)
本発明の実施の形態3について図10を参照して説明する。まず、本実施の形態に係る建築部材13について説明する。なお、実施の形態1に係る建築部材10と同じ符号を付した構成は、実施の形態1と同様の構造、機能を有するものである。
(Embodiment 3)
A third embodiment of the present invention will be described with reference to FIG. First, the building member 13 according to the present embodiment will be described. In addition, the structure which attached | subjected the same code | symbol as the building member 10 which concerns on Embodiment 1 has a structure and a function similar to Embodiment 1. FIG.

本実施の形態に係る建築部材13は、実施の形態1に係る建築部材10と同様に、方向D2に沿った曲面壁101と、方向D3に沿った曲面壁102とからなる外壁と、外壁を支える曲面形状補強材103、104、平面形状補強材105、106、アーチ形状補強材107を有し、厚み方向D1の厚みが略均一な形状を有している。   Similarly to the building member 10 according to the first embodiment, the building member 13 according to the present embodiment includes an outer wall including a curved wall 101 along the direction D2 and a curved wall 102 along the direction D3. It has curved shape reinforcing materials 103 and 104 to be supported, planar shape reinforcing materials 105 and 106, and arch shape reinforcing material 107, and has a substantially uniform shape in the thickness direction D1.

建築部材13は、さらに、曲面壁101、曲面壁102に貫通穴401が穿孔されている。2つの建築部材13を係合したときに、一方の建築部材13の曲面壁101の貫通穴401と、他方の建築部材13の曲面壁102に穿孔した貫通穴401の位置が一致するように、それぞれの曲面壁101、102に予め穿孔されている。貫通穴401の形状は、ボルト402の軸径より長くボルト402の頭部径より短い直径を有する円形、又は、ボルト402の軸径より長くボルト402の頭部径より短い幅を有し一定長の長さを有する形状であっても良い。   The building member 13 is further provided with a curved wall 101 and a through-hole 401 in the curved wall 102. When the two building members 13 are engaged, the positions of the through holes 401 in the curved wall 101 of one building member 13 and the through holes 401 drilled in the curved wall 102 of the other building member 13 are matched. The curved walls 101 and 102 are previously perforated. The shape of the through hole 401 is a circular shape having a diameter longer than the axial diameter of the bolt 402 and shorter than the head diameter of the bolt 402, or a constant length having a width longer than the axial diameter of the bolt 402 and shorter than the head diameter of the bolt 402. The shape which has the length of may be sufficient.

複数の建築部材13を連結する際には、まず、実施の形態1と同様にアーム部材201をそれぞれの建築部材13に固定する。その後、1つの建築部材13の曲面壁102の貫通穴401からボルト402を挿入し、隣り合う建築部材13の曲面壁101の貫通穴401も貫通して出たボルト402の軸をナット403で締着する。これにより、建築部材13間の接触部での滑りや離間を防止することができる。なお、ボルト402の挿入方向は、逆側から、つまり、曲面壁101側から挿入しても良い。   When connecting a plurality of building members 13, first, the arm member 201 is fixed to each building member 13 as in the first embodiment. Thereafter, the bolt 402 is inserted from the through hole 401 of the curved wall 102 of one building member 13, and the bolt 402 shaft that also penetrates the through hole 401 of the curved wall 101 of the adjacent building member 13 is tightened with the nut 403. To wear. Thereby, the slip and the separation | spacing in the contact part between the building members 13 can be prevented. Note that the bolt 402 may be inserted from the opposite side, that is, from the curved wall 101 side.

以上説明したように、本実施の形態においては、1つの建築部材13の曲面壁101と、その建築部材13に隣接する建築部材13の曲面壁102に、互いに一致する位置に貫通穴401を穿孔し、その貫通穴401に挿入したボルト402を反対側からナット403で締結することとした。これにより、建築部材13間の接触部での滑りや離間を防止することができ、建築構造物1の形状を安定化させることができる。   As described above, in the present embodiment, the through-hole 401 is drilled in the curved wall 101 of one building member 13 and the curved wall 102 of the building member 13 adjacent to the building member 13 at positions that coincide with each other. Then, the bolt 402 inserted into the through hole 401 is fastened with the nut 403 from the opposite side. Thereby, the slip and separation | spacing in the contact part between the building members 13 can be prevented, and the shape of the building structure 1 can be stabilized.

(実施の形態4)
本発明の実施の形態4について図11を参照して説明する。ここで、本実施の形態に係る建築部材10は、実施の形態1に係る建築部材10と同様の形状を有している。
(Embodiment 4)
A fourth embodiment of the present invention will be described with reference to FIG. Here, the building member 10 according to the present embodiment has the same shape as the building member 10 according to the first embodiment.

本実施の形態では、図11(a)に示すように、建築部材10が厚み方向D1にも連結されている。厚み方向D1に連結された複数の建築部材10は、曲面壁101、102の位置がそれぞれ揃うように接合させた状態で配列され、複数の建築部材10全ての軸枠108に中心軸材212が挿入される。軸枠108から突出された中心軸材212の両端部をアーム部材201の貫通穴203を貫通させた後にナット204で締結する。   In this Embodiment, as shown to Fig.11 (a), the building member 10 is connected also to the thickness direction D1. The plurality of building members 10 connected in the thickness direction D1 are arranged in a state where the curved walls 101 and 102 are joined so that the positions of the curved walls 101 and 102 are aligned, and the central shaft member 212 is placed on the shaft frames 108 of all the building members 10. Inserted. Both ends of the central shaft member 212 protruding from the shaft frame 108 are passed through the through hole 203 of the arm member 201 and then fastened with a nut 204.

同様にして、厚み方向D1に連結した複数の建築部材10を厚み方向D1に垂直の方向に連結していったものを複数用意し、アーム部材201で互いに固定することにより、図11(b)に示すような2方向に連結された建築構造物3を構築する。   Similarly, a plurality of building members 10 connected in the thickness direction D1 are connected in a direction perpendicular to the thickness direction D1, and fixed to each other by the arm member 201, so that FIG. The building structure 3 connected in two directions as shown in FIG.

ここで、図11(b)に示すように、建築部材10は、複数種類の厚さを有したものを使用しても良い。厚さ方向の合計の長さが一致するように配列することにより、アーム部材201を建築部材10の側面に沿って取り付けられ、形状が安定した建築構造物3を構築することができる。建築部材10は、複数種類の厚さを有するものを用意することにより、建築構造物3の形状を柔軟に選択することができる。   Here, as shown in FIG. 11B, the building member 10 may have a plurality of types of thickness. By arranging the total length in the thickness direction so as to match, the arm member 201 can be attached along the side surface of the building member 10 and the building structure 3 having a stable shape can be constructed. The building member 10 can select the shape of the building structure 3 flexibly by preparing what has multiple types of thickness.

以上説明したように、本実施の形態においては、複数の建築部材10の軸枠108を1つの中心軸材212で貫通させて、厚み方向D1にも連結された建築構造物3を構築することとした。これにより、2方向に連結されたサイズの大きい建築構造物3を構築することができる。   As described above, in this embodiment, the shaft frame 108 of the plurality of building members 10 is penetrated by one central shaft member 212, and the building structure 3 connected in the thickness direction D1 is constructed. It was. Thereby, the large building structure 3 connected in two directions can be constructed.

このように本発明は、厚み方向に対して垂直の断面の外枠が第1の円の優弧と、第2の円の劣弧からなる三日月形状であって厚みが略均一の建築部材を、1つの建築部材の優弧を含む曲面壁と、他の建築部材の劣弧を含む曲面壁が接合した状態で複数の建築部材を連結させて建築構造物を構築することとしたため、建築部材の種類数や重量を低減でき、様々な形態へ自由に解体でき、異なる形状の建築構造物の建築に容易にリユースすることができる。   As described above, the present invention provides a building member having a substantially uniform thickness with a crescent shape in which the outer frame of the cross section perpendicular to the thickness direction is composed of the superior arc of the first circle and the inferior arc of the second circle. A building member is constructed by connecting a plurality of building members in a state where a curved wall including a superior arc of one building member and a curved wall including a subarc of another building member are joined. It is possible to reduce the number of types and weight, and it can be freely disassembled into various forms, and can be easily reused for construction of building structures of different shapes.

なお、本発明は、上記実施の形態に限定されず、本発明の要旨を逸脱しない範囲での種々の変更は勿論可能である。   In addition, this invention is not limited to the said embodiment, Of course, the various change in the range which does not deviate from the summary of this invention is possible.

例えば、上記実施の形態において、建築部材10、12、13は、曲面壁101、102と各種補強材103〜107から構成されるとしたが、曲面壁101、102のみから構成しても良い。この場合、アーム部材201による連結を使用せず、実施の形態2の緊張材302を用いた連結手段による連結や、実施の形態3のボルト402とナット403を用いた連結手段による連結を行う。これにより、建築構造物がより軽量化され建築部材の生産も容易になる。   For example, in the above-described embodiment, the building members 10, 12, and 13 are configured by the curved walls 101 and 102 and the various reinforcing materials 103 to 107, but may be configured by only the curved walls 101 and 102. In this case, the connection by the connection means using the tension material 302 of the second embodiment or the connection means using the bolt 402 and the nut 403 of the third embodiment is performed without using the connection by the arm member 201. Thereby, the building structure is further reduced in weight and the production of building members is facilitated.

また、曲面壁101、102を支持する補強材として、曲面形状補強材103、104、平面形状補強材105、106、アーチ形状補強材107から構成されるとしたが、補強材の種類、数は任意である。実施の形態1に記載した各種補強材のうち、一部の補強材から構成されるとしても良い。あるいは、他の形状の補強材を有していても良い。   Further, as the reinforcing material for supporting the curved walls 101 and 102, the curved shape reinforcing materials 103 and 104, the planar shape reinforcing materials 105 and 106, and the arch shape reinforcing material 107 are configured. Is optional. Of the various reinforcing materials described in the first embodiment, a part of the reinforcing materials may be used. Or you may have the reinforcing material of another shape.

また、実施の形態2において、建築部材12は、アーム部材201を用いた連結手段と、緊張材302を用いた連結手段により連結するとしたが、緊張材302のみを用いて連結しても良い。同様に、実施の形態3において、建築部材14は、アーム部材201を用いた連結手段と、貫通穴401に通したボルト402とナット403を用いた連結手段により連結するとしたが、ボルト402とナット403のみを用いて連結しても良く、実施の形態2の緊張材302を用いた連結手段と組み合わせても良い。   In the second embodiment, the building member 12 is connected by the connecting means using the arm member 201 and the connecting means using the tension material 302, but may be connected using only the tension material 302. Similarly, in the third embodiment, the building member 14 is connected by the connecting means using the arm member 201 and the connecting means using the bolt 402 and the nut 403 that are passed through the through hole 401. They may be connected using only 403 or may be combined with a connecting means using the tendon material 302 of the second embodiment.

また、実施の形態4は、厚さ方向D1にも建築部材10を配列し、貫通穴203を貫通させた中心軸材212とアーム部材201を用いた連結手段により連結することとしたが、これに加えて実施の形態3の緊張材302を用いた連結手段や、実施の形態4のボルト402とナット403を用いた連結手段と組み合わせても良い。これにより、より強固な建築構造物を安定して構築することができる。   In the fourth embodiment, the building members 10 are also arranged in the thickness direction D1 and are connected by the connecting means using the central shaft member 212 and the arm member 201 that penetrate the through hole 203. In addition, the connecting means using the tension material 302 of the third embodiment or the connecting means using the bolt 402 and the nut 403 of the fourth embodiment may be combined. Thereby, a stronger building structure can be constructed stably.

1、2、3…建築構造物
10、12、13…建築部材
101、102…曲面壁
103、104…曲面形状補強材
105、106…平面形状補強材
107…アーチ形状補強材
108…軸枠
201…アーム部材
202、212…中心軸材
203…貫通穴
204…ナット
205…平面部分
206…台座部分
121…平面部
122…浅溝
123…金具取付用穴
124…緊張材定着金具
125、127…ナット
126…貫通金具
30…緊緩調整装置
301…ソケット
302…緊張材
303、304…貫通穴
305…緊張材止め
306…ナット
401…貫通穴
402…ボルト
403…ナット
1, 2, 3 ... Building structure 10, 12, 13 ... Building member 101, 102 ... Curved wall 103, 104 ... Curved shape reinforcing material 105, 106 ... Planar shape reinforcing material 107 ... Arched shape reinforcing material 108 ... Shaft frame 201 ... Arm members 202, 212 ... Center shaft 203 ... Through hole 204 ... Nut 205 ... Plane part 206 ... Pedestal part 121 ... Plane part 122 ... Shallow groove 123 ... Hardware mounting hole 124 ... Tension material fixing bracket 125, 127 ... Nut 126 ... Through metal fitting 30 ... Tightening adjustment device 301 ... Socket 302 ... Tension material 303, 304 ... Through hole 305 ... Tension material stopper 306 ... Nut 401 ... Through hole 402 ... Bolt 403 ... Nut

Claims (11)

厚みが略均一であって、前記厚み方向に対して垂直の断面が、第1の円の劣弧と、前記第1の円と中心が異なり半径が略同一の第2の円の優弧から構成される三日月形状であり、前記劣弧を含む第1の曲面壁と前記優弧を含む第2の曲面壁とを有する建築部材と、
当該建築部材の前記第1の曲面壁と前記第2の曲面壁のいずれか一方と、当該建築部材と同じ構成を有する他の建築部材の前記第1の曲面壁と前記第2の曲面壁の他方と、が接合した状態で、前記他の建築部材と連結する連結手段と、
を備えることを特徴とする建築ユニット。
The cross section perpendicular to the thickness direction is substantially uniform in thickness, and is obtained by subtracting the arc of the first circle and the dominant arc of the second circle having the same center and the same radius as the first circle. A building member having a crescent-shaped configuration and having a first curved wall including the subarc and a second curved wall including the dominant arc;
One of the first curved wall and the second curved wall of the building member, and the first curved wall and the second curved wall of another building member having the same configuration as the building member. In the state where the other is joined, a connecting means for connecting to the other building member,
An architectural unit characterized by comprising.
前記建築部材は、前記第1の円の中心から前記厚み方向に伸びた中心軸を通り前記第1の曲面壁に垂直平面のうち前記第1の曲面壁より当該建築部材の内側の平面上に配置した第1の平面形状補強材、又は、前記第2の円の中心から前記厚み方向に伸びた中心軸より前記第2の曲面壁に垂直に下ろした平面上に配置した第2の平面形状補強材を更に有する、
ことを特徴とする請求項1に記載の建築ユニット。
The building member is on a plane inside the building member from the first curved wall out of the plane perpendicular to the first curved wall through a central axis extending in the thickness direction from the center of the first circle. Or a second flat surface disposed on a plane perpendicular to the second curved wall from the central axis extending in the thickness direction from the center of the second circle. It further has a shape reinforcing material,
The building unit according to claim 1.
前記建築部材は、前記第1の円の中心と同じ点を中心とし、半径が前記第1の円より長い円の弧に沿って設けられた第1の曲面形状補強材、又は、前記第2の円の中心と同じ点を中心とし、半径が前記第2の円より短い円の弧に沿って設けられた第2の曲面形状補強材を更に有する、
ことを特徴とする請求項1又は2に記載の建築ユニット。
The building member has a first curved shape reinforcing material provided along an arc of a circle having the same point as the center of the first circle and a radius longer than the first circle, or the second A second curved shape reinforcing member provided along an arc of a circle whose center is the same point as the center of the circle and whose radius is shorter than the second circle,
The building unit according to claim 1 or 2, characterized in that.
前記建築部材は、第2の円の中心と前記三日月形状の鋭点を通る円弧に沿って設けられた第3の曲面形状補強材を更に有する、
ことを特徴とする請求項1乃至3のいずれか1項に記載の建築ユニット。
The building member further includes a third curved shape reinforcing member provided along an arc passing through the center of the second circle and the sharp point of the crescent shape.
The building unit according to any one of claims 1 to 3, characterized in that:
前記建築部材は、前記第2の円の中心から前記厚み方向に伸びた中心軸の軸枠であって、前記第1の曲面壁又は第2の曲面壁に対して固定された軸枠を更に有し、
前記連結手段は、当該建築部材の前記軸枠を貫通する中心軸材と、前記他の建築部材の前記軸枠を貫通する中心軸材と、を互いに固定するアーム部材を含む、
ことを特徴とする請求項1乃至4のいずれか1項に記載の建築ユニット。
The building member is a shaft frame of a central axis extending in the thickness direction from the center of the second circle, and further includes a shaft frame fixed to the first curved wall or the second curved wall. Have
The connection means includes an arm member that fixes a central shaft member that penetrates the shaft frame of the building member and a central shaft member that penetrates the shaft frame of the other building member to each other.
The building unit according to any one of claims 1 to 4, wherein the building unit is provided.
前記連結手段は、緊張材と、前記第1の円の中心と前記第2の円の中心を結ぶ直線から最も離れた前記優弧上の点を通り前記厚み方向に伸びる直線上の点に設置した前記緊張材を固定する緊張材定着具と、を含む、
ことを特徴とする請求項1乃至5のいずれか1項に記載の建築ユニット。
The connecting means is installed at a point on a straight line that passes through a point on the dominant arc that is farthest from a straight line that connects the center of the tendon and the center of the first circle and the second circle. A tensioning material fixing tool for fixing the tensioned material,
The building unit according to claim 1, wherein the building unit is a building unit.
前記建築部材は、当該建築部材と前記他の建築部材を接合させたときに、当該建築部材の前記第1の曲面壁と前記第2の曲面壁のいずれか一方と、前記他の建築部材の前記第1の曲面壁と前記第2の曲面壁の他方を貫通する貫通穴を更に有し、
前記連結手段は、前記貫通穴を貫通するボルトと、前記ボルトを締結するナットと、を含む、
ことを特徴とする請求項1乃至6のいずれか1項に記載の建築ユニット。
When the building member is joined to the other building member, either the first curved wall or the second curved wall of the building member and the other building member A through hole penetrating the other of the first curved wall and the second curved wall;
The connecting means includes a bolt that penetrates the through hole, and a nut that fastens the bolt.
The building unit according to any one of claims 1 to 6.
厚みが略均一であって、前記厚み方向に対して垂直の断面が、第1の円の劣弧と、前記第1の円と中心が異なり半径が略同一の第2の円の優弧から構成される三日月形状であり、前記劣弧を含む第1の曲面壁と前記優弧を含む第2の曲面壁とを有する建築部材を、複数連結した構造を有する建築構造物であって、
1の前記建築部材の前記第1の曲面壁と前記第2の曲面壁のいずれか一方と、他の前記建築部材の前記第1の曲面壁と前記第2の曲面壁の他方と、が接合した状態で、複数の前記建築部材を連結する、
ことを特徴とする建築構造物。
The cross section perpendicular to the thickness direction is substantially uniform in thickness, and is obtained by subtracting the arc of the first circle and the dominant arc of the second circle having the same center and the same radius as the first circle. A building structure having a structure in which a plurality of building members having a crescent-shaped structure and having a first curved wall including the subarc and a second curved wall including the dominant arc are connected,
One of the first curved wall and the second curved wall of the one building member and the other of the first curved wall and the second curved wall of the other building member are joined together In a state where a plurality of the building members are connected,
An architectural structure characterized by that.
前記建築部材は、前記第2の円の中心から前記厚み方向に伸びた中心軸の軸枠であって、前記第1の曲面壁又は第2の曲面壁に対して固定された軸枠を更に有し、
前記厚み方向に配列された複数の前記建築部材を、複数の前記建築部材の前記軸枠を貫通する中心軸材を、前記建築部材に対して固定することにより連結する、
ことを特徴とする請求項8に記載の建築構造物。
The building member is a shaft frame of a central axis extending in the thickness direction from the center of the second circle, and further includes a shaft frame fixed to the first curved wall or the second curved wall. Have
Connecting the plurality of building members arranged in the thickness direction by fixing the central shaft member penetrating the shaft frame of the plurality of building members to the building member;
The building structure according to claim 8.
厚みが略均一であって、前記厚み方向に対して垂直の断面が、第1の円の劣弧と、前記第1の円と中心が異なり半径が略同一の第2の円の優弧から構成される三日月形状であり、前記劣弧を含む第1の曲面壁と前記優弧を含む第2の曲面壁とを有する建築部材を、複数連結することにより建築構造物を建築する建築方法であって、
1の前記建築部材の前記第1の曲面壁と前記第2の曲面壁のいずれか一方と、他の前記建築部材の前記第1の曲面壁と前記第2の曲面壁の他方と、が接合した状態で、複数の前記建築部材を配列する第1の配列ステップと、
配列された複数の前記建築部材を互いに連結する連結ステップと、を有する、
ことを特徴とする建築方法。
The cross section perpendicular to the thickness direction is substantially uniform in thickness, and is obtained by subtracting the arc of the first circle and the dominant arc of the second circle having the same center and the same radius as the first circle. A construction method for constructing a building structure by connecting a plurality of building members having a crescent-shaped structure and having a first curved wall including the subarc and a second curved wall including the dominant arc. There,
One of the first curved wall and the second curved wall of the one building member and the other of the first curved wall and the second curved wall of the other building member are joined together A first arrangement step of arranging a plurality of the building members in a state where
A connecting step of connecting the plurality of arranged building members to each other;
An architectural method characterized by that.
前記建築部材は、前記第2の円の中心から前記厚み方向に伸びた中心軸の軸枠であって、前記第1の曲面壁又は第2の曲面壁に対して固定された軸枠を更に有し、
前記厚み方向に複数の前記建築部材を配列する第2の配列ステップと、
前記厚み方向に配列された複数の前記建築部材の前記軸枠に対して、中心軸材を貫通させ、前記中心軸材を前記建築部材に対して固定する中心軸材固定ステップと、を更に有する、
ことを特徴とする請求項10に記載の建築方法。
The building member is a shaft frame of a central axis extending in the thickness direction from the center of the second circle, and further includes a shaft frame fixed to the first curved wall or the second curved wall. Have
A second arrangement step of arranging a plurality of the building members in the thickness direction;
A center shaft member fixing step of passing a center shaft member through the shaft frames of the plurality of building members arranged in the thickness direction and fixing the center shaft member to the building member is further provided. ,
The construction method according to claim 10.
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