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JP6847880B2 - Roof structure and its construction method - Google Patents
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JP6847880B2 - Roof structure and its construction method - Google Patents

Roof structure and its construction method Download PDF

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JP6847880B2
JP6847880B2 JP2018026863A JP2018026863A JP6847880B2 JP 6847880 B2 JP6847880 B2 JP 6847880B2 JP 2018026863 A JP2018026863 A JP 2018026863A JP 2018026863 A JP2018026863 A JP 2018026863A JP 6847880 B2 JP6847880 B2 JP 6847880B2
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connecting member
roof
columns
roof structure
members
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JP2019143324A (en
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晃士 坂口
晃士 坂口
慎治 佐川
慎治 佐川
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Shikoku Chemicals Corp
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Shikoku Chemicals Corp
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Priority to JP2018026863A priority Critical patent/JP6847880B2/en
Priority to CN201880028272.9A priority patent/CN110573683B/en
Priority to US16/638,743 priority patent/US11225788B2/en
Priority to PCT/JP2018/031044 priority patent/WO2019044632A1/en
Priority to EP18850072.2A priority patent/EP3677733B1/en
Publication of JP2019143324A publication Critical patent/JP2019143324A/en
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Description

本発明は、屋根構造物およびその施工方法に関する。さらに詳しくは、屋根を支柱で支持する基本構造をもち、支柱は地表面に対し傾斜している屋根構造物と、その施工方法に関する。 The present invention relates to a roof structure and a construction method thereof. More specifically, the present invention relates to a roof structure having a basic structure in which the roof is supported by columns, and the columns are inclined with respect to the ground surface, and a construction method thereof.

カーポートに代表される屋根構造物の従来例として、特許文献1,2の技術がある。これらの従来技術は、屋根を複数の傾斜した支柱で支持したものである。 Conventional examples of roof structures represented by carports include the techniques of Patent Documents 1 and 2. These prior arts support the roof with a plurality of sloping stanchions.

しかるに、支柱が垂直に立てられるものであれば、垂直の確認は容易なので、屋根構造物を地表面に対し正しい基準角度で設置する施工は容易である。しかしながら、支柱が傾斜している場合、支柱が所望の基準角度で地表面に対し傾斜しているかどうかの確認が困難である。そのため、屋根構造物の支柱や屋根を地表面に対し所望の基準角度に合わせて正確に施工するのが困難という問題がある。 However, if the columns can be erected vertically, it is easy to check the verticality, so it is easy to install the roof structure at the correct reference angle with respect to the ground surface. However, when the strut is tilted, it is difficult to confirm whether the strut is tilted with respect to the ground surface at a desired reference angle. Therefore, there is a problem that it is difficult to accurately construct the columns and roofs of the roof structure in accordance with a desired reference angle with respect to the ground surface.

実用新案登録第3198635号公報Utility Model Registration No. 3198635 実用新案登録第3182617号公報Utility Model Registration No. 3182617

本発明は上記事情に鑑み、支柱が地表面に対して傾斜した屋根構造物において、正しい角度で施工することが容易な屋根構造物とその施工方法を提供することを目的とする。 In view of the above circumstances, it is an object of the present invention to provide a roof structure in which columns are inclined with respect to the ground surface, and a roof structure that can be easily constructed at a correct angle and a construction method thereof.

第1発明の屋根構造物は、屋根を支柱で支持した屋根構造物であって、前記支柱は地表面に対し傾斜しており、かつ、2本の柱材と、該2本の柱材を連結する垂直連結材とからなり、前記垂直連結材は、地表面に対し垂直に設けられていることを特徴とする。
第2発明の屋根構造物は、第1発明において、前記2本の柱材は、その下端部が断面L字状の下端部連結材で互いに連結されていることを特徴とする。
第3発明の屋根構造物の施工方法は、第1発明の屋根構造物の施工方法であって、垂直連結材が地表面に対し垂直である状態を保って、支柱を地表面に固定することを特徴とする。
The roof structure of the first invention is a roof structure in which the roof is supported by pillars, the pillars are inclined with respect to the ground surface, and two pillars and the two pillars are used. It is composed of a vertical connecting member to be connected, and the vertical connecting member is characterized in that it is provided perpendicular to the ground surface.
The roof structure of the second invention is characterized in that, in the first invention, the lower ends of the two pillar members are connected to each other by a lower end connecting member having an L-shaped cross section.
The construction method of the roof structure of the third invention is the construction method of the roof structure of the first invention, in which the columns are fixed to the ground surface while keeping the vertical connecting material perpendicular to the ground surface. It is characterized by.

第1発明によれば、垂直連結材を地表面に対して垂直にすることで、支柱を地表面に対し所望の角度に正確に傾斜させることができる。このため、支柱が傾斜した屋根構造物の施工が容易になる。また、垂直連結材は、2本の柱材を連結することから支柱の剛性が高くなる。
第2発明によれば、断面L字状の下端部連結材を用いることで、基礎内に支柱を立てた際、下端部連結材を脚のように機能させることができ、支柱を仮設置した際に安定して立てておくことができる。そのため、屋根構造物の施工が容易になる。
第3発明によれば、垂直連結材が地表面に対し垂直を示している状態を保って施工することで、支柱を地表面に対し所望の角度に正確に傾斜させて施工することが容易になる。このため、支柱が傾斜した屋根構造物の施工が容易に行える。
According to the first invention, by making the vertical connecting member perpendicular to the ground surface, the columns can be accurately tilted at a desired angle with respect to the ground surface. Therefore, the construction of the roof structure in which the columns are inclined becomes easy. Further, since the vertical connecting member connects the two column members, the rigidity of the column is increased.
According to the second invention, by using the lower end connecting material having an L-shaped cross section, when the support is erected in the foundation, the lower end connecting material can function like a leg, and the support is temporarily installed. It can be erected in a stable manner. Therefore, the construction of the roof structure becomes easy.
According to the third invention, by maintaining the state in which the vertical connecting material is perpendicular to the ground surface, it is possible to easily incline the columns at a desired angle with respect to the ground surface. Become. Therefore, the construction of the roof structure in which the columns are inclined can be easily performed.

本発明の一実施形態に係る屋根構造物(カーポート)Aの斜視図である。It is a perspective view of the roof structure (carport) A which concerns on one Embodiment of this invention. 図1に示す屋根構造物(カーポート)Aの側面図である。It is a side view of the roof structure (carport) A shown in FIG. 図2に示す垂直連結材10および支柱2の拡大斜視図である。It is an enlarged perspective view of the vertical connecting member 10 and the support column 2 shown in FIG. 図2のIV−IV線矢視横断面図である。FIG. 2 is a cross-sectional view taken along the line IV-IV of FIG. 図2のV−V線矢視横断面図である。FIG. 2 is a cross-sectional view taken along the line VV of FIG. 図2のVI−VI線矢視横断面図である。FIG. 2 is a cross-sectional view taken along the line VI-VI of FIG.

つぎに、本発明の実施形態を図面に基づき説明する。
本発明に係る屋根構造物の適用対象はカーポートのほか、サイクルポートや回廊などを含むが、以下では、代表的な適用対象であるカーポートに適用した実施形態を説明する。
なお、本明細書で、前後方向を意味する用語は、図1および図2における左側を基準として「前方」とか「前端」と表現し、右側を基準として「後方」とか「後端」と表現する。上下を意味する用語は、各図の上下方向を基準として表現する。図2における符号GLは地表面を示す。
Next, an embodiment of the present invention will be described with reference to the drawings.
The application target of the roof structure according to the present invention includes a cycle port, a corridor, and the like in addition to the carport. Hereinafter, embodiments applied to the carport, which is a typical application target, will be described.
In the present specification, the terms meaning the front-rear direction are expressed as "front" or "front end" with reference to the left side in FIGS. 1 and 2, and "rear" or "rear end" with reference to the right side. To do. The term meaning up and down is expressed with reference to the up and down direction of each figure. The reference numeral GL in FIG. 2 indicates the ground surface.

(屋根構造物の構成)
図1および図2に示す符号Aはカーポートで、屋根1と支柱2を主たる構成要素としている。
屋根1は、その後端部で左右一対の支柱2,2に取付けられ固定されている。屋根1の前端部は自由端である。
(Structure of roof structure)
Reference numeral A shown in FIGS. 1 and 2 is a carport, and the roof 1 and the support column 2 are the main components.
The roof 1 is attached and fixed to a pair of left and right columns 2 and 2 at the rear end. The front end of the roof 1 is a free end.

なお、本発明において、屋根1を支持する支柱2の本数は2本以上でもよく、本数に制限はない。たとえば、屋根の左右寸法が大きい場合、左右一対の支柱2の間に、複数本の支柱2を設けてもよい。 In the present invention, the number of columns 2 supporting the roof 1 may be two or more, and the number is not limited. For example, when the left and right dimensions of the roof are large, a plurality of columns 2 may be provided between the pair of left and right columns 2.

屋根1は、梁1a、母屋1b、垂木1cからなる枠材1dに平板状の屋根材1eを固定した公知の部材である。なお、図示のような枠材1dや屋根材1eを用いなくとも、屋根として機能するのであれば、どのような構造の屋根でも本発明に含まれる。
本発明において、梁1aや母屋1b、垂木1cはアルミニウム製の押出し形材が用いられるが、これに限らず任意の材料を用いることができる。
本発明において、屋根材1eはポリカーボネートなどの合成樹脂製の透明なものが代表的に用いられるが、これに限らず任意の材料を用いることができる。
The roof 1 is a known member in which a flat roof member 1e is fixed to a frame member 1d composed of a beam 1a, a purlin 1b, and a rafter 1c. It should be noted that the present invention includes a roof having any structure as long as it functions as a roof without using the frame material 1d or the roof material 1e as shown in the drawing.
In the present invention, an extruded aluminum profile is used for the beam 1a, purlin 1b, and rafter 1c, but the present invention is not limited to this, and any material can be used.
In the present invention, a transparent roofing material 1e made of a synthetic resin such as polycarbonate is typically used, but the roofing material 1e is not limited to this and any material can be used.

支柱2,2は左右一対で用いられるが、それらは同一構成の部材である。それゆえ、以下では一方の支柱2を代表させて、その構成を説明する。 The columns 2 and 2 are used as a pair on the left and right, but they are members having the same configuration. Therefore, in the following, one of the columns 2 will be represented and its configuration will be described.

支柱2,2の上端部と屋根1の後端部との結合は、公知の手段を任意に用いてよい。すなわち、L形の挿入金具を梁1aの中空部と支柱2の中空部に差し込んでボルト止めする等の公知の手法が代表的に用いられる。また、これ以外の任意の結合方法も採用でき、たとえば、支柱2の上端面に梁1aの下端面が結合されたものや、支柱2の上端面と梁1aの上端面が略面一になるように結合されたものなども本発明に含まれる。
支柱2の下端部2bは、地中のコンクリート基礎5に固定される。
As for the connection between the upper end portions of the columns 2 and 2 and the rear end portion of the roof 1, known means may be arbitrarily used. That is, a known method such as inserting an L-shaped insertion fitting into the hollow portion of the beam 1a and the hollow portion of the support column 2 and bolting them is typically used. Further, any other joining method can be adopted. For example, the lower end surface of the beam 1a is connected to the upper end surface of the support column 2, or the upper end surface of the support column 2 and the upper end surface of the beam 1a are substantially flush with each other. Those combined in this way are also included in the present invention.
The lower end portion 2b of the support column 2 is fixed to the concrete foundation 5 in the ground.

屋根1の後端と支柱2の後面には、樋4が取付けられている。この樋4は、屋根1の後端に取付けられる横樋4aと支柱2の後面に取付けられる縦樋4bとからなる。樋4は図示のものと異なるものであってもよく、また、樋4が存在しないものも本発明に含まれる。 Gutters 4 are attached to the rear ends of the roof 1 and the rear surfaces of the columns 2. The gutter 4 includes a horizontal gutter 4a attached to the rear end of the roof 1 and a vertical gutter 4b attached to the rear surface of the support column 2. The gutter 4 may be different from the one shown in the drawing, and the one in which the gutter 4 does not exist is also included in the present invention.

図1および図2に示すように、本発明の特徴は支柱2を傾斜させている屋根構造物において、支柱2の構成部材である2本の柱材21,22を垂直連結材10により連結した構成にある。
本実施形態において、支柱2の傾斜は、支柱2の上端が後方側に位置し、支柱2の下端が前方側に位置するような傾斜である。本明細書では、このような傾斜を「後傾」と表現することがある。そして、コンクリート基礎5の後端は屋根1の後端よりも前方に位置している。
垂直連結材10は、支柱2が所望の角度で適正に傾斜している場合に、水平な地表面GLに対し垂直を示すように設けられる部材である。
As shown in FIGS. 1 and 2, the feature of the present invention is that in a roof structure in which the columns 2 are inclined, two column members 21 and 22 which are constituent members of the columns 2 are connected by a vertical connecting member 10. In the configuration.
In the present embodiment, the inclination of the support column 2 is such that the upper end of the support column 2 is located on the rear side and the lower end of the support column 2 is located on the front side. In the present specification, such an inclination may be referred to as "backward inclination". The rear end of the concrete foundation 5 is located in front of the rear end of the roof 1.
The vertical connecting member 10 is a member provided so as to be perpendicular to the horizontal ground surface GL when the support column 2 is properly inclined at a desired angle.

(支柱の構造)
図2および図3に示すように、支柱2は、2本の柱材21,22を平行に並べて垂直連結材10で連結し、1本の支柱に組付けた構成となっている。各柱材21,22はいずれもアルミニウム製の押出し形材であって、これは、スチール製などに比べ軽量であり、かつ耐候性に優れているという利点を有している。また、断面は概ね矩形となっている。
本実施形態の支柱2は、2本の柱材21,22を強度部材とするが、通常はこれに外観を美麗にするためのカバーが取付けられる。図2に示す支柱2は、カバー無しの状態を示しており、図3に示す支柱2は、内側(支柱2が互いに向き合った側をいう)はカバー無し、外側はカバー付きの状態を示している。
(Structure of pillar)
As shown in FIGS. 2 and 3, the column 2 has a configuration in which two column members 21 and 22 are arranged in parallel and connected by a vertical connecting member 10 and assembled to one column. Each of the pillar materials 21 and 22 is an extruded shape material made of aluminum, which has an advantage that it is lighter in weight and has excellent weather resistance as compared with steel or the like. The cross section is generally rectangular.
In the column 2 of the present embodiment, two column members 21 and 22 are used as strength members, and usually, a cover for making the appearance beautiful is attached to the column members 21 and 22. The support column 2 shown in FIG. 2 shows a state without a cover, and the support column 2 shown in FIG. 3 shows a state in which the inside (meaning the side where the support columns 2 face each other) has no cover and the outside has a cover. There is.

各柱材21,22の上端部は、既述のごとく屋根1の梁1aに連結されている。各柱材21,22の下端部は下端部連結材25で連結され、下端からやや上方(設置時に地表面GLとなる位置)では、接地面部連結材23で連結されている。
このように連結されることにより、2本の柱材21,22は上下方向に長い平行四辺形の形を保って一体に固定されている。
The upper ends of the pillar members 21 and 22 are connected to the beam 1a of the roof 1 as described above. The lower ends of the pillar members 21 and 22 are connected by the lower end connecting member 25, and slightly above the lower end (the position where the ground surface is GL at the time of installation), they are connected by the ground contact surface connecting member 23.
By being connected in this way, the two pillar members 21 and 22 are integrally fixed while maintaining the shape of a parallelogram that is long in the vertical direction.

(垂直連結材)
垂直連結材10は、2本の柱材21,22を連結できるものであればよく、材質や形状に特に制限はない。材質としては、例えば、樹脂や、スチールまたはアルミニウムなどの金属等が挙げられる。形状としては、前後方向と左右方向に各々少なくとも1つの垂直面(地表面に対して垂直な面)を有するものが好ましく、断面がL字状、コ字状、矩形のもの等が挙げられる。
(Vertical connecting material)
The vertical connecting member 10 may be any material as long as it can connect the two pillar members 21 and 22, and the material and shape are not particularly limited. Examples of the material include resin, metal such as steel and aluminum, and the like. The shape preferably has at least one vertical surface (plane perpendicular to the ground surface) in the front-rear direction and the left-right direction, and examples thereof include an L-shaped, U-shaped, and rectangular cross section.

本実施形態では、図3および図4に示すように、垂直連結材10は、スチール製のアングル材で構成された部材である。この垂直連結材10の両端はビス11で柱材21,22に取付けられている。なお、図3においても、2本の支柱2において外側はカバー30を付した状態を示し、内側はカバーを取付けていない状態で示している。図4では、柱材21,22の右側にはカバー30を付した状態を示し、左側(垂直連結材10を取付けた側)はカバーを取付けていない状態を示している。 In the present embodiment, as shown in FIGS. 3 and 4, the vertical connecting member 10 is a member made of a steel angle member. Both ends of the vertical connecting member 10 are attached to the pillar members 21 and 22 with screws 11. Also in FIG. 3, the outside of the two columns 2 is shown with the cover 30 attached, and the inside is shown with the cover not attached. In FIG. 4, the right side of the column members 21 and 22 shows the state where the cover 30 is attached, and the left side (the side where the vertical connecting member 10 is attached) shows the state where the cover is not attached.

本実施形態では、垂直連結材10が水平な地表面GLに対し垂直(あるいは直角)に設けられている。このことは、支柱2が地表面GLに対し所望の角度で正確に設置された場合に、垂直連結材10が水平な地表面GLに対し垂直になることを意味している。 In the present embodiment, the vertical connecting member 10 is provided perpendicularly (or at right angles) to the horizontal ground surface GL. This means that the vertical connecting member 10 becomes perpendicular to the horizontal ground surface GL when the column 2 is installed accurately with respect to the ground surface GL at a desired angle.

したがって、施工時に用いる工具の一つである水準器等を垂直連結材10に押し当てて、水準器の表示機能を用いて垂直を確認することで、支柱2を所望の角度に正確に傾斜させて施工することが容易になる。もちろん、垂直連結材10自体が水準器のような機能をもつ部材であってもよく、そのような垂直連結材10も本発明に含まれる。 Therefore, by pressing a spirit level or the like, which is one of the tools used at the time of construction, against the vertical connecting member 10 and checking the verticality using the display function of the spirit level, the column 2 can be accurately tilted to a desired angle. It becomes easy to construct. Of course, the vertical connecting member 10 itself may be a member having a function like a spirit level, and such a vertical connecting member 10 is also included in the present invention.

2本の柱材21,22の根本部、つまり地表面GLとなる位置には、既述のごとく図5に示す接地面部連結材23,23が連結されている。この接地面部連結材23,23は公知のアングル材であって、ビス24,24により、2本の柱材21,22の内側と外側に取付けられている。図5において、左側は支柱2(柱材21,22)の内側、右側は外側である。外側にはカバー30が取付けられた状態を示し、内側にはカバーを取付けていない状態を示している。 As described above, the ground contact surface connecting members 23 and 23 shown in FIG. 5 are connected to the roots of the two pillar members 21 and 22, that is, the positions that serve as the ground surface GL. The ground contact surface connecting members 23 and 23 are known angle members, and are attached to the inside and outside of the two pillar members 21 and 22 by screws 24 and 24. In FIG. 5, the left side is the inside of the column 2 (column members 21 and 22), and the right side is the outside. The outside shows the state where the cover 30 is attached, and the inside shows the state where the cover is not attached.

支柱2、つまり2本の柱材21,22の下端部には、外側と内側のそれぞれに図6に示す下端部連結材25,25が連結されている。下端部連結材25,25はスチール製のアングル材であって、その幅寸法は、接地面部連結材23,23よりも大きいものである。この下端部連結材25,25は、ビス26,26により2本の柱材21,22の外側と内側に取付けられている。 The lower end connecting members 25 and 25 shown in FIG. 6 are connected to the lower ends of the columns 2, that is, the two pillar members 21 and 22, respectively, on the outer side and the inner side. The lower end connecting members 25 and 25 are steel angle members, and their width dimensions are larger than those of the ground contact surface connecting members 23 and 23. The lower end connecting members 25 and 25 are attached to the outside and the inside of the two pillar members 21 and 22 by screws 26 and 26.

これら下端部連結材25および接地面部連結材23は水平な地表面に対し水平に設けられている。
下端部連結材25として、断面がL字状の部材(アングル材)を用いることで、設置面との接触面積が大きくなる。そのため、基礎内に支柱2を立てた際、下端部連結材25を脚のように機能させることができるので、支柱2を仮設置した際に安定して立てておくことができ、施工が容易になる。
The lower end connecting member 25 and the ground contact surface connecting member 23 are provided horizontally with respect to the horizontal ground surface.
By using a member (angle member) having an L-shaped cross section as the lower end connecting member 25, the contact area with the installation surface is increased. Therefore, when the support column 2 is erected in the foundation, the lower end connecting member 25 can function like a leg, so that the support column 2 can be erected stably when temporarily installed, and the construction is easy. become.

断面がL字状の下端部連結材25を用いることで、設置面との接触面積が大きくなり、柱材21、22の下端を設置面に対して水平に加工しなくても、支柱2を仮設置した際に安定して立てておくことができる。そのため、柱材21,22の製造コスト(特に、加工コスト)を抑えることができる。さらに、下端部連結材25の断面がL字状であることで、水平方向に基礎との接触面積を大きくできるため、支柱2に発生する垂直方向の力を基礎に効率的に伝えることができる。そのため、屋根構造物の強度を高めることができる。
また、下端部連結材25として、スチール製の部材を用いることで、支柱2の重心が下に移る。そのため、支柱2を仮設置した際に安定して立てておくことができ、施工が容易になる。
By using the lower end connecting member 25 having an L-shaped cross section, the contact area with the installation surface is increased, and the column 2 can be formed without processing the lower ends of the column members 21 and 22 horizontally with respect to the installation surface. It can be erected stably when temporarily installed. Therefore, the manufacturing cost (particularly, the processing cost) of the pillar materials 21 and 22 can be suppressed. Further, since the cross section of the lower end connecting member 25 is L-shaped, the contact area with the foundation can be increased in the horizontal direction, so that the vertical force generated in the support column 2 can be efficiently transmitted to the foundation. .. Therefore, the strength of the roof structure can be increased.
Further, by using a steel member as the lower end connecting member 25, the center of gravity of the support column 2 is moved downward. Therefore, when the support column 2 is temporarily installed, it can be erected stably, and the construction becomes easy.

本実施形態の支柱2では、図3および図4に示すように、垂直連結材10は、2本の柱材21,22を互いに固定し垂直方向の離間を拘束しており、接地面部連結材23と下端部連結材25は、2本の柱材21,22の水平方向の離間を拘束しているので、支柱2の剛性が高くなるという効果もある。 In the column 2 of the present embodiment, as shown in FIGS. 3 and 4, the vertical connecting member 10 fixes the two column members 21 and 22 to each other and restrains the vertical separation, and the ground contact surface connecting member. Since the 23 and the lower end connecting member 25 restrain the two pillar members 21 and 22 from being separated in the horizontal direction, there is also an effect that the rigidity of the pillar 2 is increased.

(屋根構造物の施工方法)
(1)支柱2の用意
支柱2の組立体を得るため、2本の柱材21,22に下端部連結材25と接地面部連結材23と垂直連結材10を取付ける。カバー30は支柱2の外側には取付け、内側には取付けてない。
ここまでの作業は、施工前に工場で行ってもよく、施工現場で行ってもよい。
屋根1の枠材1dの取付けは、支柱2の立設作業の前に行っておくことが好ましい。
(Construction method of roof structure)
(1) Preparation of the support column 2 In order to obtain an assembly of the support column 2, the lower end connecting member 25, the ground contact surface connecting member 23, and the vertical connecting member 10 are attached to the two column members 21 and 22. The cover 30 is attached to the outside of the support column 2 and not to the inside.
The work up to this point may be performed at the factory before construction or at the construction site.
It is preferable that the frame member 1d of the roof 1 is attached before the erection work of the support column 2.

(2)支柱の立設
支柱2の設置場所に基礎穴を掘り、コンクリートを流し込み、硬化後、支柱2を立てる。このとき支柱2を所望の角度に傾斜させるが、その角度が正確に所望値になっているかどうかは、垂直連結材10に水準器を当て、垂直が出ているかどうかで判断できる。
垂直連結材10が垂直になれば、支柱2を仮柱等で仮固定する。この状態で基礎穴にコンクリートを流し込む。そして、接地面部連結材23の下面までコンクリートを流し込んで、基礎5を形成し、その硬化を待つ。
(2) Standing of pillars A foundation hole is dug in the place where the pillars 2 are installed, concrete is poured, and after hardening, the pillars 2 are erected. At this time, the support column 2 is tilted to a desired angle, and whether or not the angle is exactly the desired value can be determined by placing a spirit level on the vertical connecting member 10 and checking whether or not the support is vertical.
When the vertical connecting member 10 becomes vertical, the column 2 is temporarily fixed with a temporary column or the like. In this state, pour concrete into the foundation hole. Then, concrete is poured to the lower surface of the ground contact surface connecting member 23 to form the foundation 5, and the foundation 5 is waited for hardening.

(3)支柱の施工
基礎5のコンクリートが硬化すれば、支柱2の施工が完了する。その後、仮柱等を取り除く。その後、支柱2にカバー30を取付けたり、樋4を取付ける。また、屋根材1eを取付ける。これでカーポートなどの屋根構造物の施工が完了する。
(3) Construction of columns When the concrete of the foundation 5 is hardened, the construction of columns 2 is completed. After that, the temporary pillars and the like are removed. After that, the cover 30 is attached to the support column 2 or the gutter 4 is attached. In addition, the roofing material 1e is attached. This completes the construction of roof structures such as carports.

本実施形態の施工方法によれば、垂直連結材10に施工工具である水準器を当てて、垂直連結材10が地表面に対し垂直になっていることを確認すると、支柱2が地表面に対し所望の角度に正確に傾斜していることを確認できる。このため、カーポートAの施工が容易になる。
以上のように、垂直連結材10が垂直を指示することから、この指示を基準にして支柱2を傾斜させると、カーポートAの施工が容易かつ確実に行える。
According to the construction method of the present embodiment, when a spirit level, which is a construction tool, is applied to the vertical connecting member 10 and it is confirmed that the vertical connecting member 10 is perpendicular to the ground surface, the support column 2 is placed on the ground surface. On the other hand, it can be confirmed that the tilt is exactly the desired angle. Therefore, the construction of the carport A becomes easy.
As described above, since the vertical connecting member 10 indicates verticality, if the support column 2 is tilted with reference to this instruction, the carport A can be easily and surely constructed.

本発明は、屋根を支柱で支持する形式の屋根構造物を対象とし、その対象物には、車庫(カーポート)や、自転車を保管する駐輪場(サイクルポート)、人の歩行場所に設置する回廊を含むが、これらに限定されない。
また、図示の実施形態は屋根1が支柱2で片持ち支持されたものであるが、本発明の適用対象は屋根を片持ち支持したものに限られない。要するに、屋根構造物の支柱が傾斜している基本構造を有するならば、どのような対象物も本発明に含まれる。
The present invention targets a roof structure in which the roof is supported by columns, and the objects include a garage (carport), a bicycle parking lot for storing bicycles (cycle port), and a corridor installed in a walking place for people. Including, but not limited to.
Further, in the illustrated embodiment, the roof 1 is cantilevered and supported by the columns 2, but the application target of the present invention is not limited to the cantilevered roof. In short, any object is included in the present invention as long as the columns of the roof structure have a sloping basic structure.

1 屋根
2 支柱
10 垂直連結材
21 柱材
22 柱材
23 接地面部連結材
25 下端部連結材
1 Roof 2 Pillars 10 Vertical connecting material 21 Pillar material 22 Pillar material 23 Grounding surface connecting material 25 Lower end connecting material

Claims (3)

屋根を支柱で支持した屋根構造物であって、
前記支柱は地表面に対し傾斜しており、かつ、2本の柱材と、該2本の柱材を連結する垂直連結材とからなり、
前記垂直連結材は、地表面に対し垂直に設けられている
ことを特徴とする屋根構造物。
It is a roof structure in which the roof is supported by columns.
The pillar is inclined with respect to the ground surface, and is composed of two pillars and a vertical connecting material that connects the two pillars.
The vertical connecting member is a roof structure characterized in that it is provided perpendicular to the ground surface.
前記2本の柱材は、その下端部が断面L字状の下端部連結材で互いに連結されている
ことを特徴とする請求項1記載の屋根構造物。
The roof structure according to claim 1, wherein the two pillar members are connected to each other by a lower end connecting member having an L-shaped cross section.
請求項1記載の屋根構造物の施工方法であって、
垂直連結材が地表面に対し垂直である状態を保って、支柱を地表面に固定する
ことを特徴とする屋根構造物の施工方法。
The method for constructing a roof structure according to claim 1.
A method of constructing a roof structure, characterized in that the vertical connecting material is kept perpendicular to the ground surface and the columns are fixed to the ground surface.
JP2018026863A 2017-08-30 2018-02-19 Roof structure and its construction method Active JP6847880B2 (en)

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JP2018026863A JP6847880B2 (en) 2018-02-19 2018-02-19 Roof structure and its construction method
CN201880028272.9A CN110573683B (en) 2017-08-30 2018-08-22 Roof structure and construction method thereof
US16/638,743 US11225788B2 (en) 2017-08-30 2018-08-22 Roof structure and construction method thereof
PCT/JP2018/031044 WO2019044632A1 (en) 2017-08-30 2018-08-22 Roof structure and construction method for same
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