JP7415508B2 - Frame structure of the roof unit and method of assembling the roof unit - Google Patents
Frame structure of the roof unit and method of assembling the roof unit Download PDFInfo
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- 238000000034 method Methods 0.000 title claims description 11
- 238000003780 insertion Methods 0.000 claims description 122
- 230000037431 insertion Effects 0.000 claims description 122
- 239000000463 material Substances 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
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Description
本発明は、屋根ユニットの骨組構造及び屋根ユニットの地組方法に関する。 The present invention relates to a frame structure of a roof unit and a method of assembling the roof unit.
例えば、下記特許文献1には、大型テントの骨組み等、トラス構造を構成する桁材同士を接続するにあたって、接続された桁材を水平に保持しうる接続具に関する技術が開示されている。 For example, Patent Document 1 listed below discloses a technology related to a connecting tool that can horizontally hold the connected girder materials when connecting girder materials constituting a truss structure, such as the frame of a large tent.
簡単に説明すると、この先行技術では、接続具が、桁材としての上弦材を載置するための載置部材と、桁材としての下弦材を当該下弦材の上面に沿って案内するガイド部材と、を有しており、載置部材の上面は、水平面に対して傾斜して配置され、これにより、桁材を水平に保持するというものである。 Briefly, in this prior art, the connecting tool includes a mounting member for placing an upper chord member as a girder member, and a guide member for guiding a lower chord member as a girder member along the upper surface of the lower chord member. The upper surface of the mounting member is arranged to be inclined with respect to the horizontal plane, thereby holding the girder horizontally.
しかしながら、この先行技術では、桁材(部材)としての下弦材が水平、上弦材が傾斜している場合、下弦材及び上弦材を接続具へ接続させる際、上弦材が接続具と干渉し、上弦材の接続具への接続が困難である。 However, in this prior art, when the lower chord material (member) is horizontal and the upper chord material is inclined, when connecting the lower chord material and the upper chord material to the connecting tool, the upper chord material interferes with the connecting tool. It is difficult to connect the top chord to the fitting.
本発明は上記事実を考慮し、傾斜している部材同士であっても容易に接続させることが可能な屋根ユニットの骨組構造及び屋根ユニットの地組方法を得ることが目的である。 The present invention takes the above-mentioned facts into account, and aims to provide a frame structure of a roof unit and a method of assembling the roof unit, which allow easy connection of even inclined members.
第1の態様に係る屋根ユニットの骨組構造は、管状の第1部材と、前記第1部材内への挿入方向に対して直交する上下方向に隙間が形成されて少なくとも第1壁部が弾性変形可能とされ、前記第1壁部が弾性変形して当該第1部材内へ挿入され、前記第1部材内へ挿入されると前記第1壁部は復元し当該第1壁部の外面が当該第1部材の内面に接触する挿入部が設けられた管状の第2部材と、を有している。 In the frame structure of the roof unit according to the first aspect, a gap is formed between a tubular first member and a vertical direction perpendicular to the insertion direction into the first member, and at least the first wall portion is elastically deformed. the first wall is elastically deformed and inserted into the first member, and when inserted into the first member, the first wall restores its shape and the outer surface of the first wall becomes and a tubular second member provided with an insertion portion that contacts the inner surface of the first member.
第1の態様に係る屋根ユニットの骨組構造では、管状の第1部材及び管状の第2部材が備わっている。第2部材には挿入部が設けられており、当該挿入部が第1部材内へ挿入される。 The frame structure of the roof unit according to the first aspect includes a tubular first member and a tubular second member. The second member is provided with an insertion portion, and the insertion portion is inserted into the first member.
ここで、第2部材に設けられた挿入部は、第1部材内への挿入方向に対して直交する上下方向に隙間が形成されており、この隙間によって、少なくとも挿入部の第1壁部が弾性変形可能とされている。このため、少なくとも挿入部の第1壁部を(当該挿入部の外形を小さくする方向へ)弾性変形させた状態で、当該挿入部を第1部材内へ挿入することができる。 Here, the insertion part provided in the second member has a gap formed in the vertical direction perpendicular to the insertion direction into the first member, and this gap allows at least the first wall part of the insertion part to It is said to be elastically deformable. Therefore, the insertion section can be inserted into the first member while at least the first wall portion of the insertion section is elastically deformed (in a direction that reduces the outer shape of the insertion section).
そして、当該挿入部が第1部材内へ挿入されると、挿入部の第1壁部は復元し、当該第1壁部の外面が当該第1部材の内面に接触する。この状態で、第1部材に挿入部を固定することによって、当該挿入部を介して第1部材と第2部材を接続させることが可能となる。 Then, when the insertion portion is inserted into the first member, the first wall portion of the insertion portion is restored, and the outer surface of the first wall portion comes into contact with the inner surface of the first member. By fixing the insertion portion to the first member in this state, it becomes possible to connect the first member and the second member via the insertion portion.
つまり、本態様では、第1部材内へ第2部材の挿入部を挿入させるとき、少なくとも挿入部の第1壁部が弾性変形することによって、当該挿入部をスムーズに第1部材内へ挿入させることができる。また、第2部材の挿入部が第1部材内へ挿入されると、当該挿入部の第1壁部の外面が当該第1部材の内面に接触し、この状態で、第1部材に挿入部が固定される。 That is, in this aspect, when the insertion portion of the second member is inserted into the first member, at least the first wall portion of the insertion portion is elastically deformed, so that the insertion portion is smoothly inserted into the first member. be able to. Further, when the insertion portion of the second member is inserted into the first member, the outer surface of the first wall of the insertion portion comes into contact with the inner surface of the first member, and in this state, the insertion portion is inserted into the first member. is fixed.
このように、第1部材に挿入する第2部材の挿入部を弾性変形可能に形成することによって、第1部材及び第2部材が水平面に対して傾斜した状態で接続される場合であっても、第2部材の挿入部を弾性変形させることで、当該挿入部を第1部材内へ容易に挿入し接続することが可能となる。 In this way, by forming the insertion part of the second member inserted into the first member to be elastically deformable, even when the first member and the second member are connected in an inclined state with respect to the horizontal plane, By elastically deforming the insertion portion of the second member, it becomes possible to easily insert and connect the insertion portion into the first member.
なお、ここでの「管状」には、第1部材及び第2部材において、内部が中空となっていればよい。このため、第1部材及び第2部材は、断面形状が多角形状となる角筒以外に、断面形状が円筒の場合も含まれる。また、ここでの「直交」について、必ずしも完全な直交に限るものではなく、いわゆる「略直交」を含む概念である。 Note that the term "tubular" here may be defined as having a hollow interior in the first member and the second member. Therefore, the first member and the second member may have a cylindrical cross-sectional shape in addition to a rectangular cylinder having a polygonal cross-sectional shape. Furthermore, the term "orthogonal" used herein is not necessarily limited to completely orthogonal, but is a concept that includes so-called "substantially orthogonal."
第2の態様に係る屋根ユニットの骨組構造は、第1の態様に係る屋根ユニットの骨組構造において、前記第1部材及び前記第2部材が角筒状を成し、前記隙間は、前記第1壁部の両側に配置され互いに対向する一対の第2壁部に形成された切欠き部によって前記第2壁部と前記第1壁部との間に設けられている。 In the frame structure of the roof unit according to the second aspect, in the frame structure of the roof unit according to the first aspect, the first member and the second member have a rectangular tube shape, and the gap is The notch portion is provided between the second wall portion and the first wall portion by a notch formed in a pair of second wall portions that are arranged on both sides of the wall portion and face each other.
第2の態様に係る屋根ユニットの骨組構造では、第1部材及び第2部材が角筒状を成している。また、第2部材の挿入部には、第1壁部の両側に配置され互いに対向する一対の第2壁部に切欠き部が形成されている。このように、互いに対向する一対の第2壁部に切欠き部が形成されることによって、当該第2壁部と第1壁部との間に隙間が設けられる。 In the frame structure of the roof unit according to the second aspect, the first member and the second member have a rectangular tube shape. Furthermore, in the insertion portion of the second member, cutouts are formed in a pair of second wall portions that are arranged on both sides of the first wall portion and face each other. In this way, by forming the notch portions in the pair of second wall portions facing each other, a gap is provided between the second wall portion and the first wall portion.
第3の態様に係る屋根ユニットの骨組構造は、第2の態様に係る屋根ユニットの骨組構造において、前記第1部材及び前記第2部材は、水平面に対して所定の角度で傾斜した状態で配置され、前記切欠き部は、前記第1壁部に対して前記所定の角度を有してテーパ状に切り落とされている。 In the frame structure of the roof unit according to the third aspect, in the frame structure of the roof unit according to the second aspect, the first member and the second member are arranged to be inclined at a predetermined angle with respect to a horizontal plane. The cutout portion is tapered off at the predetermined angle with respect to the first wall portion.
第3の態様に係る屋根ユニットの骨組構造では、第1部材及び第2部材は、水平面に対して所定の角度で傾斜した状態で配置される。ここで、第2部材に設けられた挿入部の第2壁部において、切欠き部は、挿入部の第1壁部に対して所定の角度を有してテーパ状に切り落とされている。 In the frame structure of the roof unit according to the third aspect, the first member and the second member are arranged to be inclined at a predetermined angle with respect to the horizontal plane. Here, in the second wall portion of the insertion portion provided in the second member, the cutout portion is tapered off at a predetermined angle with respect to the first wall portion of the insertion portion.
この切欠き部によって、第2部材に設けられた挿入部の第1壁部は第2壁部側へ向かって弾性変形することとなるが、水平面に対して所定の角度で傾斜した状態で配置された第1部材に対して、第2部材の挿入部を当該第1部材内へ挿入するとき、第1壁部が切欠き部に当接した状態で、第1壁部は略水平に配置される。 Due to this notch, the first wall portion of the insertion portion provided in the second member is elastically deformed toward the second wall portion, but it is arranged in a state inclined at a predetermined angle with respect to the horizontal plane. When inserting the insertion portion of the second member into the first member, the first wall portion is placed approximately horizontally with the first wall portion in contact with the notch portion. be done.
このため、水平面に対して所定の角度で傾斜した状態で配置された第1部材に対して、第2部材の挿入部を当該第1部材内へ挿入し易くなる。 For this reason, it becomes easy to insert the insertion portion of the second member into the first member, which is arranged in a state inclined at a predetermined angle with respect to the horizontal plane.
なお、ここでの「水平面」について、必ずしも完全な水平面に限るものではなく、いわゆる「略水平面」を含む概念である。 Note that the "horizontal surface" herein is not necessarily limited to a completely horizontal surface, but is a concept that includes a so-called "substantially horizontal surface."
第4の態様に係る屋根ユニットの骨組構造は、第1の態様~第3の態様の何れか1の態様に係る屋根ユニットの骨組構造において、前記第1部材と前記挿入部の間で締結されるボルト同士が干渉しないように位置決めされたボルト締結部を有している。 A frame structure of a roof unit according to a fourth aspect is a frame structure of a roof unit according to any one of the first to third aspects, wherein the frame structure is fastened between the first member and the insertion portion. The bolt fastening portion is positioned so that the bolts do not interfere with each other.
第4の態様に係る屋根ユニットの骨組構造では、第1部材と挿入部の間で締結されるボルト締結部では、ボルト同士が干渉しないように位置決めされている。これにより、例えば、予め設定されたボルトよりも寸法の長いボルトを使用する場合でも、ボルト同士が干渉しないため、当該ボルトをそのまま使用することができる。 In the frame structure of the roof unit according to the fourth aspect, the bolts in the bolt fastening portion fastened between the first member and the insertion portion are positioned so as not to interfere with each other. As a result, even when using a bolt having a longer dimension than a preset bolt, for example, the bolts do not interfere with each other, so the bolt can be used as is.
第5の態様に係る屋根ユニットの地組方法は、請求項1~請求項4の何れか1項に記載の前記第2部材の前記挿入部を弾性変形させて請求項1~請求項4の何れか1項に記載の前記第1部材内へ挿入する挿入工程と、前記第1部材内へ前記挿入部が挿入され当該挿入部が復元すると、前記挿入部の前記第1壁部の外面が前記第1部材の内面に接触した状態で、ボルト締結部により前記第1部材と前記挿入部を締結する締結工程と、を有している。 A method for assembling a roof unit according to a fifth aspect includes elastically deforming the insertion portion of the second member according to any one of claims 1 to 4. In the insertion step of inserting into the first member according to any one of the items, when the insertion part is inserted into the first member and the insertion part is restored, the outer surface of the first wall part of the insertion part The method includes a fastening step of fastening the first member and the insertion portion using a bolt fastening portion while in contact with an inner surface of the first member.
第5の態様に係る屋根ユニットの地組方法では、挿入工程と、締結工程と、を有している。挿入工程は、第2部材の挿入部を弾性変形させて第1部材内へ挿入する工程であり、締結工程は、第1部材内へ第2部材の挿入部が挿入され当該挿入部が復元すると、挿入部の第1壁部の外面が第1部材の内面に接触した状態で、ボルト締結部により第1部材と挿入部を締結する。 The roof unit assembling method according to the fifth aspect includes an insertion step and a fastening step. The insertion step is a step of elastically deforming the insertion portion of the second member and inserting it into the first member, and the fastening step is a step of elastically deforming the insertion portion of the second member and inserting the insertion portion into the first member. , the first member and the insertion portion are fastened together by the bolt fastening portion with the outer surface of the first wall portion of the insertion portion being in contact with the inner surface of the first member.
このように、本態様では、第1部材に挿入する第2部材の挿入部を弾性変形させることによって、第1部材及び第2部材が水平面に対して傾斜した状態で接続される場合であっても、当該挿入部を第1部材内へスムーズに挿入させることができる。 As described above, in this aspect, the first member and the second member are connected in an inclined state with respect to the horizontal plane by elastically deforming the insertion portion of the second member inserted into the first member. Also, the insertion portion can be smoothly inserted into the first member.
また、ボルト締結部により第1部材と第2部材の挿入部を締結することによって、例えば、ビスによる固定(ビス打ち)と比較して、第1部材と第2部材との結合箇所を少なくすることができ、その分、作業性が向上する。また、ビス打ちよりもボルト締結の方が結合強度が高い。 Furthermore, by fastening the insertion portions of the first member and the second member using the bolt fastening portion, the number of connection points between the first member and the second member is reduced compared to, for example, fixing with screws (screw driving). This improves work efficiency accordingly. Additionally, bolted connections have higher bonding strength than screwed connections.
以上説明したように、本態様に係る屋根ユニットの骨組構造及び屋根ユニットの地組方法は、傾斜している部材同士であっても容易に接続させることができる、という優れた効果を有する。 As explained above, the frame structure of a roof unit and the method of assembling a roof unit according to the present embodiment have the excellent effect that even inclined members can be easily connected to each other.
以下、図面を用いて、本発明の一実施形態に係る建物について説明する。
(屋根ユニットの骨組構造の構成)
Hereinafter, a building according to an embodiment of the present invention will be described using the drawings.
(Configuration of frame structure of roof unit)
まず、本発明の一実施の形態に係る屋根ユニットの骨組構造の構成について説明する。 図2には、本実施形態に係る屋根ユニットの骨組構造10における要部の構成を示す、雌側上弦材(第1部材)12及び雄側上弦材(第2部材)14の斜視図が示されている。 First, a configuration of a frame structure of a roof unit according to an embodiment of the present invention will be described. FIG. 2 shows a perspective view of the female upper chord member (first member) 12 and the male upper chord member (second member) 14, showing the configuration of the main parts of the frame structure 10 of the roof unit according to the present embodiment. has been done.
図2に示されるように、屋根ユニットの骨組構造10では、トラス構造11(図6参照)の一部を成す、雌側上弦材12と雄側上弦材14とが備わっている。雌側上弦材12及び雄側上弦材14には、それぞれ角鋼管が用いられており、雄側上弦材14は、角筒状の雄側上弦材本体18の長手方向の一端部19に挿入部16が設けられている。この挿入部16を介して、雌側上弦材12と雄側上弦材14とは、互いに接続されるようになっている。 As shown in FIG. 2, the frame structure 10 of the roof unit includes a female upper chord member 12 and a male upper chord member 14, which form part of a truss structure 11 (see FIG. 6). Square steel pipes are used for the female upper chord member 12 and the male upper chord member 14, respectively, and the male upper chord member 14 has an insertion portion at one longitudinal end 19 of the rectangular cylindrical male upper chord main body 18. 16 are provided. Via this insertion portion 16, the female upper chord member 12 and the male upper chord member 14 are connected to each other.
ここで、図1には、雄側上弦材14(雄側上弦材本体18及び挿入部16)の分解斜視図が示されている。図1に示されるように、挿入部16は、雄側上弦材本体18の形状に合わせて各筒状を成すように形成されている。 Here, FIG. 1 shows an exploded perspective view of the male upper chord member 14 (male upper chord main body 18 and insertion portion 16). As shown in FIG. 1, the insertion portion 16 is formed to have a cylindrical shape in accordance with the shape of the male upper chord main body 18. As shown in FIG.
例えば、本実施形態では、長板状の4枚の鋼板によって、互いに上下に対向して配置される上壁部(第1壁部)16Aと下壁部16B、当該上壁部16A及び下壁部16Bの両側において互いに対向して配置される縦壁部(第2壁部)16C、16Dが形成されている。 For example, in this embodiment, an upper wall portion (first wall portion) 16A and a lower wall portion 16B, which are arranged vertically facing each other, and the upper wall portion 16A and the lower wall are formed by four long steel plates. Vertical wall portions (second wall portions) 16C and 16D are formed to face each other on both sides of the portion 16B.
また、挿入部16の縦壁部16C、16Dの幅寸法は、雄側上弦材本体18の形状に合わせて、上壁部16A及び下壁部16Bの幅寸法よりも大きくなるように形成されている。なお、これらの幅寸法については、雄側上弦材本体18の形状に合わせて適宜変更可能とされる。 Further, the width of the vertical walls 16C and 16D of the insertion portion 16 is formed to be larger than the width of the upper wall 16A and the lower wall 16B in accordance with the shape of the male upper chord main body 18. There is. Note that these width dimensions can be changed as appropriate according to the shape of the male upper chord main body 18.
また、本実施形態では、挿入部16は、板状の4枚の鋼板(上壁部16A、下壁部16B、縦壁部16C、16D)によって角筒状を成すように構成されているが、これに限るものではない。 Furthermore, in the present embodiment, the insertion portion 16 is configured to form a rectangular tube shape by four plate-shaped steel plates (upper wall portion 16A, lower wall portion 16B, vertical wall portions 16C, 16D). , but is not limited to this.
例えば、図示はしないが、鉛直方向に沿って切断したときの断面形状がL字状を成す2つのアングルを向かい合わせて配置することによって角筒状を成すように構成されてもよい。さらには、挿入部の形状は、必ずしも角筒状を成す必要はなく、2枚の鋼板で挿入部が構成されてもよい。 For example, although not shown, it may be configured to form a rectangular tube shape by arranging two angles facing each other that have an L-shaped cross section when cut along the vertical direction. Furthermore, the shape of the insertion portion does not necessarily have to be a rectangular tube shape, and the insertion portion may be formed of two steel plates.
一方、当該雄側上弦材本体18の長手方向の一端部19には、上壁部18A、下壁部18B及び縦壁部18C、18Dに、それぞれ複数の締結孔20が形成されている。この締結孔20に対応して、挿入部16の上壁部16A、下壁部16B及び縦壁部16C、16Dの長手方向の一端側には、それぞれ締結孔35(図2参照)及びウェルドナット22が設けられている。 On the other hand, at one end 19 in the longitudinal direction of the male upper chord main body 18, a plurality of fastening holes 20 are formed in the upper wall portion 18A, the lower wall portion 18B, and the vertical wall portions 18C and 18D, respectively. Corresponding to the fastening hole 20, a fastening hole 35 (see FIG. 2) and a weld nut are provided at one end side in the longitudinal direction of the upper wall portion 16A, the lower wall portion 16B, and the vertical wall portions 16C, 16D of the insertion portion 16, respectively. 22 are provided.
これにより、当該挿入部16の上壁部16A、下壁部16B及び縦壁部16C、16Dの長手方向の一端側が、ボルト24、26、28、30及びウェルドナット22を介して、雄側上弦材本体18の上壁部18A、下壁部18B及び縦壁部18C、18Dにそれぞれ接触し締結されるようになっている。 As a result, one end side in the longitudinal direction of the upper wall portion 16A, lower wall portion 16B, and vertical wall portions 16C, 16D of the insertion portion 16 is connected to the male upper chord via the bolts 24, 26, 28, 30 and the weld nut 22. The upper wall portion 18A, the lower wall portion 18B, and the vertical wall portions 18C and 18D of the main body 18 are contacted and fastened to each other.
なお、各ボルト24、26、28、30は、その移動軌跡上において、ボルト24、26、28、30同士が互いに干渉しないように予め位置決めされている。例えば、雄側上弦材本体18の縦壁部18C、18Dでは、雄側上弦材本体18の長手方向に沿って締結孔20の位置をいわゆる千鳥状に位置し、側面視で締結孔20の位置が重ならないようにしている。 Note that each bolt 24, 26, 28, 30 is positioned in advance so that the bolts 24, 26, 28, 30 do not interfere with each other on the locus of movement. For example, in the vertical wall portions 18C and 18D of the male upper chord main body 18, the positions of the fastening holes 20 are arranged in a so-called staggered manner along the longitudinal direction of the male upper chord main body 18, and the positions of the fastening holes 20 are arranged in a side view. I try not to overlap.
そして、図2に示されるように、挿入部16の上壁部16A、下壁部16B及び縦壁部16C、16Dの長手方向の一端側が、雄側上弦材本体18の上壁部18A、下壁部18B及び縦壁部18C、18Dに対して、それぞれボルト24、26、28、30及びウェルドナット22を介して締結されることによって、当該上壁部16A、下壁部16B及び縦壁部16C、16Dは、挿入部16として、雄側上弦材本体18と一体化されることとなる。 As shown in FIG. 2, one end side in the longitudinal direction of the upper wall part 16A, the lower wall part 16B, and the vertical wall parts 16C, 16D of the insertion part 16 is connected to the upper wall part 18A, the lower part of the male upper chord main body 18. The upper wall 16A, the lower wall 16B and the vertical wall are fastened to the wall 18B and the vertical walls 18C and 18D via bolts 24, 26, 28, 30 and weld nuts 22, respectively. 16C and 16D are integrated with the male upper chord body 18 as the insertion portion 16.
このように、挿入部16が雄側上弦材本体18と一体化された状態で、当該挿入部16の上壁部16A、下壁部16B及び縦壁部16C、16Dは、それぞれ片持ち状態とされ、上壁部16A、下壁部16B及び縦壁部16C、16Dの長手方向の他端側は、それぞれ弾性変形可能とされる。 In this way, when the insertion section 16 is integrated with the male upper chord main body 18, the upper wall section 16A, the lower wall section 16B, and the vertical wall sections 16C and 16D of the insertion section 16 are in a cantilevered state. The other ends of the upper wall portion 16A, the lower wall portion 16B, and the vertical wall portions 16C and 16D in the longitudinal direction are each elastically deformable.
ここで、挿入部16の縦壁部16C、16Dの長手方向の他端側では、挿入部16の縦壁部16C、16Dと挿入部16の上壁部16Aとの間に、挿入部16の略鉛直方向(雌側上弦材12内への挿入方向(矢印A方向)に対して直交する上下方向)に沿って隙間Sが設けられている。 Here, on the other longitudinal end side of the vertical wall portions 16C and 16D of the insertion portion 16, there is a space between the vertical wall portions 16C and 16D of the insertion portion 16 and the upper wall portion 16A of the insertion portion 16. A gap S is provided along a substantially vertical direction (up and down direction perpendicular to the direction of insertion into the female upper chord member 12 (direction of arrow A)).
この隙間Sについて具体的に説明すると、本実施形態では、挿入部16の縦壁部16C、16Dの長手方向の他端側には、縦壁部16C、16Dの先端へ向かうにつれて下方側へ向かって傾斜するテーパ部(切欠き部)32がそれぞれ形成されている。 To explain this gap S specifically, in the present embodiment, the vertical wall portions 16C and 16D of the insertion portion 16 have a gap extending downward toward the tip of the vertical wall portions 16C and 16D at the other end in the longitudinal direction. Taper portions (cutout portions) 32 that are inclined are formed respectively.
このように、挿入部16の縦壁部16C、16Dの長手方向の他端側に、当該テーパ部32がそれぞれ形成されることによって、挿入部16の縦壁部16C、16Dと挿入部16の上壁部16Aとの間に隙間Sが設けられる。この隙間Sが設けられることによって、挿入部16の上壁部16Aは、縦壁部16C、16Dとの干渉により移動が規制されるまで、下壁部16B側へ向かって弾性変形が許容されることとなる。 In this way, by forming the tapered portions 32 on the other end sides in the longitudinal direction of the vertical wall portions 16C and 16D of the insertion portion 16, the vertical wall portions 16C and 16D of the insertion portion 16 and the insertion portion 16 A gap S is provided between the upper wall portion 16A and the upper wall portion 16A. By providing this gap S, the upper wall portion 16A of the insertion portion 16 is allowed to elastically deform toward the lower wall portion 16B until movement is restricted due to interference with the vertical wall portions 16C and 16D. That will happen.
ところで、図7に示されるように、雌側上弦材12及び雄側上弦材14は、屋根ユニットの骨組構造10の一部であり、水平面Pに対して所定の角度θで傾斜した状態で配置される。このため、テーパ部32は、水平面Pに対して当該所定の角度θを有するように切り落とされている。 By the way, as shown in FIG. 7, the female upper chord member 12 and the male upper chord member 14 are part of the frame structure 10 of the roof unit, and are arranged so as to be inclined at a predetermined angle θ with respect to the horizontal plane P. be done. Therefore, the tapered portion 32 is cut off so as to have the predetermined angle θ with respect to the horizontal plane P.
なお、本実施形態では、図2に示されるように、挿入部16の縦壁部16C、16Dの長手方向の他端側に、テーパ部32がそれぞれ形成されているが、挿入部16の縦壁部16C、16Dと上壁部16Aの間に、当該上壁部16Aの弾性変形を許容する隙間Sを設けることができればよい。このため、切欠き部は必ずしもテーパである必要はない。 In this embodiment, as shown in FIG. It is only necessary to provide a gap S between the wall portions 16C, 16D and the upper wall portion 16A to allow elastic deformation of the upper wall portion 16A. Therefore, the notch does not necessarily need to be tapered.
一方、本実施形態では、雌側上弦材12の長手方向の一端部13には、上壁部12A、下壁部12B及び縦壁部12C、12Dに複数の締結孔34が形成されている。この締結孔34に対応して、図1、図2に示されるように、挿入部16の上壁部16A、下壁部16B及び縦壁部16C、16Dの長手方向の他端側には、それぞれ締結孔35及びウェルドナット36が設けられている。 On the other hand, in this embodiment, a plurality of fastening holes 34 are formed in the upper wall portion 12A, the lower wall portion 12B, and the vertical wall portions 12C and 12D at one end 13 in the longitudinal direction of the female upper chord member 12. Corresponding to the fastening hole 34, as shown in FIGS. 1 and 2, on the other longitudinal end side of the upper wall portion 16A, lower wall portion 16B, and vertical wall portions 16C and 16D of the insertion portion 16, A fastening hole 35 and a weld nut 36 are provided respectively.
ここで、図3には、雌側上弦材12と雄側上弦材14が接続された状態を示す斜視図が示されている。図3に示されるように、雌側上弦材12内へ挿入部16が挿入された状態で、図2、図3に示されるように、雌側上弦材12の上壁部12A、下壁部12B及び縦壁部12C、12Dに対して、挿入部16の上壁部16A、下壁部16B及び縦壁部16C、16Dがそれぞれ接触し、ボルト38、40、42、44及びウェルドナット36を介して、それぞれ締結されるようになっている(ボルト締結部45)。 Here, FIG. 3 is a perspective view showing a state in which the female upper chord member 12 and the male upper chord member 14 are connected. As shown in FIG. 3, when the insertion portion 16 is inserted into the female upper chord member 12, the upper wall portion 12A and the lower wall portion of the female upper chord member 12 are shown in FIGS. 12B and vertical wall portions 12C, 12D, the upper wall portion 16A, lower wall portion 16B, and vertical wall portions 16C, 16D of the insertion portion 16 are in contact with, respectively, the bolts 38, 40, 42, 44 and the weld nut 36. (bolt fastening portions 45).
このように、挿入部16の上壁部16A、下壁部16B及び縦壁部16C、16Dが、雌側上弦材12の上壁部12A、下壁部12B及び縦壁部12C、12Dに対して、それぞれ締結されることによって、当該挿入部16を介して、雌側上弦材12と雄側上弦材14が接続されることとなる。 In this way, the upper wall 16A, the lower wall 16B, and the vertical walls 16C, 16D of the insertion section 16 are connected to the upper wall 12A, the lower wall 12B, and the vertical walls 12C, 12D of the female upper chord member 12. By tightening them, the female upper chord member 12 and the male upper chord member 14 are connected via the insertion portion 16.
なお、図4、図5に示されるように、各ボルト38、40、42、44は、その移動軌跡上において、互いに干渉しないように予め位置決めされている。つまり、雄側上弦材本体18の縦壁部18C、18Dと同様に、雌側上弦材12の縦壁部12C、12Dでは、雌側上弦材12の長手方向に沿って締結孔34の位置をいわゆる千鳥状に位置し、側面視で締結孔34の位置が重ならないようにしている。ここで、図4は、雌側上弦材12と雄側上弦材14とが接続された状態を示す側面図であり、図5は、図4で示すA-A線に沿って切断したときの断面図である。 Note that, as shown in FIGS. 4 and 5, the bolts 38, 40, 42, and 44 are positioned in advance on their movement loci so as not to interfere with each other. That is, similarly to the vertical wall portions 18C and 18D of the male upper chord main body 18, in the vertical wall portions 12C and 12D of the female upper chord 12, the position of the fastening hole 34 is determined along the longitudinal direction of the female upper chord 12. They are arranged in a so-called zigzag pattern so that the positions of the fastening holes 34 do not overlap when viewed from the side. Here, FIG. 4 is a side view showing a state in which the female upper chord member 12 and the male upper chord member 14 are connected, and FIG. 5 is a side view when cut along the A-A line shown in FIG. FIG.
(屋根ユニットの骨組構造の作用及び効果)
次に、本発明の一実施の形態に係る屋根ユニットの骨組構造の作用及び効果について説明する。
(Functions and effects of the frame structure of the roof unit)
Next, the functions and effects of the frame structure of the roof unit according to one embodiment of the present invention will be explained.
図6(A)、(B)には、本実施形態に係る屋根ユニットの骨組構造10におけるトラス構造11の一部を成す、雌側上弦材12と雄側上弦材14、及び雌側下弦材46と雄側下弦材48を示す側面図が示されている。 FIGS. 6A and 6B show a female upper chord member 12, a male upper chord member 14, and a female lower chord member, which form part of the truss structure 11 in the frame structure 10 of the roof unit according to the present embodiment. 46 and a side view showing the male lower chord member 48.
図6(A)には、雌側上弦材12と雄側上弦材14、及び雌側下弦材46と雄側下弦材48が接続される前の状態が示されており、図6(B)には、雌側上弦材12と雄側上弦材14、及び雌側下弦材46と雄側下弦材48が接続された後の状態が示されている。 FIG. 6(A) shows the state before the female upper chord member 12 and male upper chord member 14 and the female lower chord member 46 and male lower chord member 48 are connected, and FIG. 6(B) shows the state after the female upper chord member 12 and the male upper chord member 14 and the female lower chord member 46 and the male lower chord member 48 are connected.
そして、図6(A)に示すA部を拡大した要部が図7に示されており、図6(B)に示すB部を拡大した要部が図8に示されている。なお、図8では、図6(B)に示す雌側上弦材12と雄側下弦材48を架け渡す斜材50の図示を省略している。 FIG. 7 shows an enlarged main part of section A shown in FIG. 6(A), and FIG. 8 shows an enlarged main part of section B shown in FIG. 6(B). Note that, in FIG. 8, illustration of the diagonal member 50 that bridges the female upper chord member 12 and the male lower chord member 48 shown in FIG. 6(B) is omitted.
また、図6(A)、(B)では、雄側上弦材14及び雄側下弦材48側に対して、雌側上弦材12及び雌側下弦材46側が移動するようになっている。本実施形態では、雌側上弦材12及び雌側下弦材46と雄側上弦材14及び雄側下弦材48とが相対移動可能である。 Moreover, in FIGS. 6A and 6B, the female upper chord member 12 and the female lower chord member 46 side move relative to the male upper chord member 14 and the male lower chord member 48 side. In this embodiment, the female upper chord member 12 and the female lower chord member 46 and the male upper chord member 14 and the male lower chord member 48 are movable relative to each other.
このため、作業方法に合わせて、雌側上弦材12及び雌側下弦材46側に対して、雄側上弦材14及び雄側下弦材48側を移動させてもよいし、雄側上弦材14及び雄側下弦材48側に対して、雌側上弦材12及び雌側下弦材46側を移動させてもよい。 Therefore, depending on the working method, the male upper chord 14 and male lower chord 48 may be moved relative to the female upper chord 12 and female lower chord 46, or the male upper chord 14 may be moved. The female upper chord member 12 and the female lower chord member 46 may also be moved relative to the male lower chord member 48 side.
なお、以下の説明では、図7に示されるように、雌側上弦材12及び雌側下弦材46側に対して、雄側上弦材14及び雄側下弦材48側を移動させて説明を行う。 In the following explanation, as shown in FIG. 7, the male upper chord 14 and male lower chord 48 side are moved relative to the female upper chord 12 and female lower chord 46 side. .
本実施形態では、雌側下弦材46は雌側上弦材12と略同じ構成とされ、雄側下弦材48は雄側上弦材14と略同じ構成である。但し、本実施形態では、雌側下弦材46及び雄側下弦材48は、略水平面Pに沿って配置され、雌側上弦材12及び雄側上弦材14は、略水平面Pに対して所定の角度θで傾斜した状態で配置される。 In this embodiment, the female lower chord member 46 has substantially the same configuration as the female upper chord member 12, and the male lower chord member 48 has substantially the same configuration as the male upper chord member 14. However, in this embodiment, the female lower chord member 46 and the male lower chord member 48 are arranged along the substantially horizontal plane P, and the female upper chord member 12 and the male upper chord member 14 are arranged along the substantially horizontal plane P. It is arranged in an inclined state at an angle θ.
また、本実施形態では、雄側上弦材14、雄側下弦材48には、挿入部16がそれぞれ設けられており、当該挿入部16が雌側上弦材12、雌側下弦材46内へそれぞれ挿入される(挿入工程)。 Further, in this embodiment, the male upper chord member 14 and the male lower chord member 48 are provided with the insertion portions 16, respectively, and the insertion portions 16 are inserted into the female upper chord member 12 and the female lower chord member 46, respectively. inserted (insertion process).
そして、図8に示されるように、雄側上弦材14、雄側下弦材48の挿入部16が、雌側上弦材12、雌側下弦材46内へそれぞれ挿入された状態で、当該挿入部16が雌側上弦材12、雌側下弦材46にそれぞれ固定される。これにより、雌側上弦材12と雄側上弦材14、雌側下弦材46と雄側下弦材48がそれぞれ接続される。 As shown in FIG. 8, the insertion portions 16 of the male upper chord member 14 and the male lower chord member 48 are inserted into the female upper chord member 12 and the female lower chord member 46, respectively. 16 are fixed to the female upper chord member 12 and the female lower chord member 46, respectively. As a result, the female upper chord member 12 and the male upper chord member 14, and the female lower chord member 46 and the male lower chord member 48 are connected, respectively.
ここで、図7に示されるように、本実施形態では、雄側上弦材14、雄側下弦材48の挿入部16は、縦壁部16C、16Dにテーパ部32がそれぞれ形成されており、上壁部16Aと縦壁部16C、16Dとの間には、上下方向に沿って隙間Sが設けられている。この隙間Sによって、挿入部16の上壁部16Aは、縦壁部16C、16Dと干渉するまで、下壁部16B側へ向かって二点鎖線で示されるように弾性変形可能とされる。 Here, as shown in FIG. 7, in this embodiment, the insertion portions 16 of the male upper chord member 14 and the male lower chord member 48 have tapered portions 32 formed in the vertical wall portions 16C and 16D, respectively. A gap S is provided in the vertical direction between the upper wall portion 16A and the vertical wall portions 16C and 16D. This gap S allows the upper wall portion 16A of the insertion portion 16 to be elastically deformed toward the lower wall portion 16B as shown by the two-dot chain line until it interferes with the vertical wall portions 16C and 16D.
このため、本実施形態では、挿入部16の上壁部16Aを弾性変形させた状態で、挿入部16をスムーズに雌側上弦材12、雌側下弦材46内へそれぞれ挿入することができる。そして、図8に示されるように、当該挿入部16が雌側上弦材12、雌側下弦材46内へそれぞれ挿入されると、上壁部16Aは復元し、当該上壁部16Aの外面16A1が当該雌側上弦材12の上壁部12Aの内面12A1、雌側上弦材46の上壁部46Aの内面46A1にそれぞれ接触する。 Therefore, in this embodiment, the insertion portion 16 can be smoothly inserted into the female upper chord member 12 and the female lower chord member 46, respectively, with the upper wall portion 16A of the insertion portion 16 being elastically deformed. As shown in FIG. 8, when the insertion portion 16 is inserted into the female upper chord member 12 and the female lower chord member 46, the upper wall portion 16A is restored, and the outer surface 16A1 of the upper wall portion 16A is restored. contacts the inner surface 12A1 of the upper wall portion 12A of the female upper chord member 12 and the inner surface 46A1 of the upper wall portion 46A of the female upper chord member 46, respectively.
この状態で、図4、図8に示されるように、ボルト38、40、42、44及びウェルドナット36(図1参照)を介して、雌側上弦材12、雌側下弦材46と挿入部16が締結(固定)される(締結工程)。これにより、当該挿入部16を介して雌側上弦材12と雄側上弦材14、雌側上弦材46と雄側上弦材48がそれぞれ接続される。 In this state, as shown in FIGS. 4 and 8, the female upper chord member 12 and the female lower chord member 46 are connected to the insertion portion via the bolts 38, 40, 42, 44 and the weld nut 36 (see FIG. 16 is fastened (fixed) (fastening process). Thereby, the female upper chord member 12 and the male upper chord member 14 and the female upper chord member 46 and the male upper chord member 48 are connected via the insertion portion 16, respectively.
つまり、本実施形態では、図7に示されるように、略水平面Pに対して所定の角度θで傾斜した状態で配置された雌側上弦材12内へ雄側上弦材14の挿入部16を挿入させるとき、挿入部16の上壁部16Aが弾性変形することによって、当該挿入部16をスムーズに雌側上弦材12内へ挿入させることができる。 That is, in this embodiment, as shown in FIG. 7, the insertion portion 16 of the male upper chord member 14 is inserted into the female upper chord member 12 which is arranged at a predetermined angle θ with respect to the substantially horizontal plane P. When inserted, the upper wall portion 16A of the insertion portion 16 is elastically deformed, so that the insertion portion 16 can be smoothly inserted into the female upper chord member 12.
言い換えると、本実施形態では、雌側上弦材12に挿入する雄側上弦材14の挿入部16を弾性変形可能に形成することによって、特に、雌側上弦材12及び雄側上弦材14が略水平面Pに対して傾斜した状態で接続される場合であっても、雄側上弦材14の挿入部16を弾性変形させることで、当該挿入部16を雌側上弦材12内へスムーズに挿入することができる。 In other words, in this embodiment, by forming the insertion portion 16 of the male upper chord 14 to be inserted into the female upper chord 12 to be elastically deformable, especially the female upper chord 12 and the male upper chord 14 can be substantially Even when connected in an inclined state with respect to the horizontal plane P, by elastically deforming the insertion portion 16 of the male upper chord member 14, the insertion portion 16 can be smoothly inserted into the female upper chord member 12. be able to.
したがって、本実施形態では、雌側下弦材46及び雄側下弦材48が略水平面Pに沿って配置されると共に、雌側上弦材12及び雄側上弦材14が略水平面Pに対して所定の角度θで傾斜した状態で配置されるトラス構造11の地組であっても、雌側上弦材12及び雄側上弦材14を容易に接続させることが可能となる。 Therefore, in this embodiment, the female lower chord member 46 and the male lower chord member 48 are arranged along the substantially horizontal plane P, and the female upper chord member 12 and the male upper chord member 14 are arranged at a predetermined angle with respect to the substantially horizontal plane P. Even if the truss structure 11 is installed in an inclined state at an angle θ, it is possible to easily connect the female upper chord member 12 and the male upper chord member 14.
なお、本実施形態では、雄側上弦材14、雄側下弦材48には、弾性変形可能な挿入部16の一部が雄側上弦材14内、雄側下弦材48内に挿入された状態で当該雄側上弦材14、雄側下弦材48にそれぞれ固定されている。しかしながら、雄側下弦材48は、雄側上弦材14と異なり、略水平面Pに沿って配置された雌側下弦材46に対して接続される。このため、雄側下弦材48側では、必ずしも当該挿入部16が弾性変形可能である必要はない。したがって、雄側下弦材48側では、当該挿入部16に代えて、図示はしないが、切欠き部が形成されていない角筒部材が雄側下弦材48と雌側下弦材46を接続させる接続部材として用いられてもよい。 In this embodiment, the male upper chord member 14 and the male lower chord member 48 are in a state in which a part of the elastically deformable insertion portion 16 is inserted into the male upper chord member 14 and the male lower chord member 48. are fixed to the male upper chord member 14 and the male lower chord member 48, respectively. However, unlike the male upper chord member 14, the male lower chord member 48 is connected to the female lower chord member 46 which is arranged along the substantially horizontal plane P. Therefore, on the male lower chord member 48 side, the insertion portion 16 does not necessarily need to be elastically deformable. Therefore, on the male lower chord member 48 side, in place of the insertion portion 16, although not shown, a rectangular tube member without a notch is used to connect the male lower chord member 48 and the female lower chord member 46. It may also be used as a member.
また、本実施形態では、図7、図8に示されるように、雄側上弦材14の挿入部16が雌側上弦材12内へ挿入されると、当該挿入部16の上壁部16Aの外面16A1が当該雌側上弦材12の上壁部12Aの内面12A1に接触し、この状態で、雌側上弦材12に挿入部16が固定される。 In this embodiment, as shown in FIGS. 7 and 8, when the insertion portion 16 of the male upper chord member 14 is inserted into the female upper chord member 12, the upper wall portion 16A of the insertion portion 16 The outer surface 16A1 contacts the inner surface 12A1 of the upper wall portion 12A of the female upper chord member 12, and in this state, the insertion portion 16 is fixed to the female upper chord member 12.
このように、挿入部16の上壁部16Aの外面16A1を雌側上弦材12の上壁部12Aの内面12A1に接触させた状態で、両者を固定することによって、雄側上弦材14の挿入部16と雌側上弦材12との間で、接触強度を向上させることが可能となる。なお、雌側下弦材46及び雄側下弦材48側でも雌側上弦材12及び雄側上弦材14側と略同じ効果を得ることができる。 In this way, by fixing both with the outer surface 16A1 of the upper wall 16A of the insertion portion 16 in contact with the inner surface 12A1 of the upper wall 12A of the female upper chord 12, the male upper chord 14 can be inserted. It becomes possible to improve the contact strength between the portion 16 and the female upper chord member 12. Note that substantially the same effect can be obtained on the female lower chord 46 and male lower chord 48 sides as on the female upper chord 12 and male upper chord 14 sides.
また、本実施形態では、雌側上弦材12及び雄側上弦材14は、略水平面Pに対して所定の角度θで傾斜した状態で配置される。ここで、雄側上弦材14に設けられた挿入部16の縦壁部16C、16Dにおいて、テーパ部32は、挿入部16の上壁部16Aに対して所定の角度θを有してテーパ状に切り落とされている。 Further, in this embodiment, the female upper chord member 12 and the male upper chord member 14 are arranged in a state of being inclined at a predetermined angle θ with respect to the substantially horizontal plane P. Here, in the vertical wall portions 16C and 16D of the insertion portion 16 provided in the male upper chord member 14, the tapered portion 32 is tapered at a predetermined angle θ with respect to the upper wall portion 16A of the insertion portion 16. has been cut off.
このテーパ部32によって、雄側上弦材14に設けられた挿入部16の上壁部16Aは縦壁部16C、16D側へ向かって弾性変形することとなるが、水平面Pに対して所定の角度θで傾斜した状態で配置された雌側上弦材12に対して、雄側上弦材14の挿入部16を当該雌側上弦材12内へ挿入するとき、上壁部16Aがテーパ部32に当接した状態で、上壁部16Aは略水平に配置される。 Due to this tapered portion 32, the upper wall portion 16A of the insertion portion 16 provided in the male upper chord member 14 is elastically deformed toward the vertical wall portions 16C and 16D, but at a predetermined angle with respect to the horizontal plane P. When inserting the insertion portion 16 of the male upper chord member 14 into the female upper chord member 12 which is arranged in an inclined state at an angle of θ, the upper wall portion 16A comes into contact with the tapered portion 32. In the state where they are in contact with each other, the upper wall portion 16A is arranged substantially horizontally.
このように、水平面Pに対して所定の角度θで傾斜した状態で配置された雌側上弦材12に対して、雄側上弦材14の挿入部16を挿入するとき、挿入部16の上壁部16Aが略水平に配置されるようにすることによって、雄側上弦材14の挿入部16をさらに雌側上弦材12内へ挿入し易くすることができる。 In this way, when inserting the insertion portion 16 of the male upper chord member 14 into the female upper chord member 12 which is arranged at a predetermined angle θ with respect to the horizontal plane P, the upper wall of the insertion portion 16 By arranging the portion 16A substantially horizontally, the insertion portion 16 of the male upper chord member 14 can be further easily inserted into the female upper chord member 12.
そして、図3、図4に示されるように、雌側上弦材12内へ挿入部16が挿入された状態で、雌側上弦材12の上壁部12A、下壁部12B及び縦壁部12C、12Dに対して、雄側上弦材14の挿入部16の上壁部16A、下壁部16B及び縦壁部16C、16Dがそれぞれ接触し、ボルト38、40、42、44及びウェルドナット36を介して、雌側上弦材12と雄側上弦材14(挿入部16)とがそれぞれ締結されるようになっている。 As shown in FIGS. 3 and 4, with the insertion portion 16 inserted into the female upper chord member 12, the upper wall portion 12A, the lower wall portion 12B, and the vertical wall portion 12C of the female upper chord member 12 are inserted. , 12D, the upper wall portion 16A, lower wall portion 16B, and vertical wall portions 16C, 16D of the insertion portion 16 of the male upper chord member 14 are in contact with the bolts 38, 40, 42, 44 and the weld nut 36, respectively. The female upper chord member 12 and the male upper chord member 14 (insertion portion 16) are respectively fastened through the female upper chord member 12 and the male upper chord member 14 (insertion portion 16).
このように、本実施形態では、例えば、ボルト締結部45によりボルト38、40、42、44及びウェルドナット36を介して、雌側上弦材12と雄側上弦材14を締結することによって、例えば、図示はしないが、ビスによる固定(ビス打ち)と比較して、雌側上弦材12と雄側上弦材14との結合(締結)箇所を少なくすることができ、その分、作業性が向上する。また、ビス打ちよりもボルト締結の方が結合強度が高くなる。なお、雌側下弦材46及び雄側下弦材48側でも雌側上弦材12及び雄側上弦材14側と略同じ効果を得ることができる。 In this way, in this embodiment, for example, by fastening the female upper chord member 12 and the male upper chord member 14 by the bolt fastening portion 45 via the bolts 38, 40, 42, 44 and the weld nut 36, for example, Although not shown, compared to fixing with screws (screw driving), the number of joints (fastening) points between the female upper chord member 12 and the male upper chord member 14 can be reduced, and work efficiency is improved accordingly. do. Additionally, bolting provides a higher bonding strength than screwing. Note that substantially the same effect can be obtained on the female lower chord 46 and male lower chord 48 sides as on the female upper chord 12 and male upper chord 14 sides.
また、本実施形態では、各ボルト38、40、42、44は、その移動軌跡上において、図5に示されるように、互いに干渉しないように予め位置決めされている。これにより、例えば、作業者が、予め設定されたボルトよりも寸法の長いボルトを使用する場合でも、ボルト同士が干渉しないため、当該ボルトをそのまま使用することができる。 Furthermore, in this embodiment, the bolts 38, 40, 42, and 44 are positioned in advance on their movement loci so as not to interfere with each other, as shown in FIG. As a result, even if the worker uses a bolt with a longer dimension than a preset bolt, for example, the bolts do not interfere with each other, so the bolt can be used as is.
一方、本実施形態では、図1に示されるように、挿入部16は、長板状の4枚の鋼板によって、上壁部16Aと下壁部16B、及び縦壁部16C、16Dが形成されている。このように、4枚の鋼板によって挿入部16を構成することによって、異なるサイズの雄側上弦材本体18において対応可能である。このため、雄側上弦材本体18のサイズ毎に挿入部が設けられる場合と比較して、本実施形態では、コストダウンを図ることができる。 On the other hand, in this embodiment, as shown in FIG. 1, the insertion portion 16 has an upper wall portion 16A, a lower wall portion 16B, and vertical wall portions 16C and 16D formed of four long steel plates. ing. By configuring the insertion portion 16 with four steel plates in this manner, it is possible to accommodate male upper chord main bodies 18 of different sizes. Therefore, in this embodiment, costs can be reduced compared to the case where an insertion section is provided for each size of the male upper chord main body 18.
以上、本発明を実施するための一形態として一実施例を用いて説明したが、本発明はこうした一実施例に何ら限定されるものではなく、本発明の要旨を逸脱しない範囲内において、上述した一実施例に種々の変形及び置換を加えることができる。 Although the present invention has been described above using one embodiment as one mode for carrying out the present invention, the present invention is not limited to such one embodiment in any way, and the above-described embodiments may be used within the scope of the gist of the present invention. Various modifications and substitutions can be made to the embodiment described above.
10 屋根ユニットの骨組構造
12 雌側上弦材(第1部材)
12A1 内面(第1部材の内面)
14 雄側上弦材(第2部材)
16 挿入部
16A1 外面(第1壁部の外面)
16A 上壁部(第1壁部)
16C 縦壁部(第2壁部)
16D 縦壁部(第2壁部)
18 雄側上弦材本体(第2部材)
32 テーパ部(切欠き部)
38 ボルト
40 ボルト
42 ボルト
44 ボルト
45 ボルト締結部
46 雌側下弦材(第1部材)
48 雄側下弦材(第2部材)
θ 角度(所定の角度)
P 水平面
S 隙間
10 Frame structure of roof unit 12 Female upper chord member (first member)
12A1 Inner surface (inner surface of the first member)
14 Male upper chord member (second member)
16 Insertion part 16A1 Outer surface (outer surface of first wall)
16A Upper wall part (first wall part)
16C Vertical wall part (second wall part)
16D Vertical wall part (second wall part)
18 Male upper chord main body (second member)
32 Tapered part (notch part)
38 Bolt 40 Bolt 42 Bolt 44 Bolt 45 Bolt fastening section 46 Female lower chord member (first member)
48 Male lower chord member (second member)
θ angle (predetermined angle)
P Horizontal surface S Gap
Claims (3)
管状の第1部材と、
前記第1部材内への挿入方向に対して直交する上下方向に隙間が形成されて少なくとも第1壁部が弾性変形可能とされ、前記第1壁部が弾性変形して当該第1部材内へ挿入され、前記第1部材内へ挿入されると前記第1壁部は復元し当該第1壁部の外面が当該第1部材の内面に接触する挿入部が設けられた管状の第2部材と、
を備え、
前記第1部材及び前記第2部材が角筒状を成し、
前記隙間は、前記第1壁部の両側に配置され互いに対向する一対の第2壁部に形成された切欠き部によって前記第2壁部と前記第1壁部との間に設けられ、
前記第1部材及び前記第2部材は、水平面に対して所定の角度で傾斜した状態で配置され、
前記切欠き部は、前記第1壁部に対して前記所定の角度を有してテーパ状に切り落とされている屋根ユニットの骨組構造。 A frame structure of a roof unit,
a tubular first member;
A gap is formed in the vertical direction perpendicular to the insertion direction into the first member, so that at least the first wall portion can be elastically deformed, and the first wall portion is elastically deformed and inserted into the first member. a tubular second member provided with an insertion portion that is inserted into the first member, the first wall restores its original shape, and the outer surface of the first wall contacts the inner surface of the first member; ,
Equipped with
The first member and the second member have a rectangular tube shape,
The gap is provided between the second wall part and the first wall part by a notch formed in a pair of second wall parts facing each other and arranged on both sides of the first wall part,
The first member and the second member are arranged to be inclined at a predetermined angle with respect to a horizontal plane,
In the frame structure of the roof unit , the cutout portion is tapered off at the predetermined angle with respect to the first wall portion .
前記第1部材内へ前記挿入部が挿入され当該挿入部が復元すると、前記第1壁部の外面が前記第1部材の内面に接触した状態で、ボルト締結部により前記第1部材と前記挿入部を締結する締結工程と、When the insertion portion is inserted into the first member and the insertion portion is restored, the first member and the insertion portion are connected to each other by the bolt fastening portion with the outer surface of the first wall portion in contact with the inner surface of the first member. a fastening step of fastening the parts;
を有する屋根ユニットの地組方法。A method of assembling a roof unit with
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