JP2003064897A - Carport - Google Patents

Carport

Info

Publication number
JP2003064897A
JP2003064897A JP2001298482A JP2001298482A JP2003064897A JP 2003064897 A JP2003064897 A JP 2003064897A JP 2001298482 A JP2001298482 A JP 2001298482A JP 2001298482 A JP2001298482 A JP 2001298482A JP 2003064897 A JP2003064897 A JP 2003064897A
Authority
JP
Japan
Prior art keywords
column
carport
connecting plate
support
bolts
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2001298482A
Other languages
Japanese (ja)
Inventor
Keiji Ozawa
啓二 小澤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NOGUCHI CO Ltd
NOGUCHI KK
Original Assignee
NOGUCHI CO Ltd
NOGUCHI KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NOGUCHI CO Ltd, NOGUCHI KK filed Critical NOGUCHI CO Ltd
Priority to JP2001298482A priority Critical patent/JP2003064897A/en
Publication of JP2003064897A publication Critical patent/JP2003064897A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a wooden cantilever type carport having sufficient strength in a connecting part of a column and a beam of a roof part, and causing no impairment of a high-grade feeling by wood. SOLUTION: The beam 11 is composed of two thin beam members 29 and 29. A thin metallic connecting plate 47 is arranged in a connecting position of the column 5 between the beam members 29 and 29 so as not to protrude from the beam members 29. Both end parts of this connecting plate 47 are fixed to the beam 11 by fixing bolts 49 and 51. A part between the bolts 49 and 51 of the beam 11 is sandwiched by a pair of column members for constituting the column 5. Two connecting bolts 53 and 53 are installed in the lengthwise direction so as to penetrate through the beam 11 and one support member including the other support member and the connecting plate 47.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、木製の片持ち式カ
ーポートに関し、より詳しくは木製の片持ち式カーポー
トの屋根部の支持構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wooden cantilever type carport, and more particularly to a support structure for a roof portion of a wooden cantilever type carport.

【0002】[0002]

【従来の技術】比較的小型のカーポートを設置する場合
には、屋根部の幅方向一端部側にのみ支柱を設けた片持
ち式のカーポートがしばしば用いられる。このような片
持ち式のカーポートは金属材料で構成されているのが普
通である。
2. Description of the Related Art When a relatively small carport is installed, a cantilever type carport is often used in which a support is provided only on one widthwise end of the roof. Such a cantilever type carport is usually made of a metallic material.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、金属製
のカーポートは高級感に欠ける場合が多く、片持ち式の
カーポートを木製のものとして構成し、カーポートに高
級感を持たせたいというユーザは比較的多い。
However, metal carports are often lacking in luxury, and users who want to give a carport a luxury look by configuring the cantilever carport as a wooden one. Is relatively large.

【0004】ところが、木製の片持ち式カーポートで
は、支柱と屋根部の梁との接続部に十分な回り止め強度
を確保するために、接続部に金属製の接続用プレートを
用いる必要があり、このような金属製プレートが支柱や
梁の外表面に固定されていると、木製による高級感が低
下してしまう。
However, in the cantilever type carport made of wood, it is necessary to use a metal connecting plate for the connection portion in order to secure sufficient anti-rotation strength at the connection portion between the support pillar and the beam of the roof portion. However, if such a metal plate is fixed to the outer surface of a pillar or a beam, the high-class feeling of wood deteriorates.

【0005】そこで本発明は、支柱と屋根部の梁との接
続部に十分な強度を有し、かつ、木製による高級感を損
なうことのない、木製の片持ち式カーポートの提供を目
的とする。
Therefore, an object of the present invention is to provide a cantilever type carport made of wood, which has a sufficient strength at a connection portion between a pillar and a beam of a roof portion and which does not impair the high-class feeling of wood. To do.

【0006】[0006]

【課題を解決するための手段】この目的を達成するため
の本発明のカーポートは、木製の梁を有する屋根部と、
上端部が前記梁の長さ方向一端部に接続されて前記屋根
部を片持ち状に支持する木製の支柱と、を備えたカーポ
ートであって、前記梁は、2枚の木製の梁部材を厚さ方
向に合わせて構成され、前記梁部材の間には、前記支柱
との接続箇所に、金属製の接続用プレートがはみ出るこ
となく又は大きくはみ出ることなく固定して配置されて
いて、前記支柱の前記上端部と、前記梁の前記支柱との
前記接続箇所とに、(通常は複数本の)接続用ボルトを
貫通させて、例えばナットを用い、前記支柱と前記梁と
を接続したものである。梁は例えばカーポートスペース
の幅方向に延びるように配置される。梁に固定された接
続用プレートと、複数本の接続用ボルト(結合手段:接
続用のボルト状のもの)とを用いることにより、梁と支
柱との接続部に、カーポートスペースの他方側(支柱と
反対側)に長く延びる屋根部に対する十分な回り止め強
度を持たせることができる。しかも、金属製の接続用プ
レートは外部に全く又はほとんど露出しないので、カー
ポートの高級感を低下させることはない。接続用ボルト
は例えばカーポートスペースの前後方向に沿って支柱と
梁とを貫通し、この支柱と梁とを接続する。
The carport of the present invention for achieving this object comprises a roof portion having a wooden beam,
A carport having an upper end connected to one end in the lengthwise direction of the beam and supporting the roof part in a cantilevered manner, wherein the beam is two wooden beam members. Is configured in accordance with the thickness direction, between the beam members, at a connection position with the column, a metal connection plate is fixedly arranged without protruding or largely protruding, and One in which (usually a plurality of) connecting bolts are passed through the upper end portion of the pillar and the connection portion between the pillar and the pillar, and the pillar and the beam are connected by using, for example, a nut. Is. The beams are arranged so as to extend in the width direction of the carport space, for example. By using a connecting plate fixed to the beam and a plurality of connecting bolts (coupling means: connecting bolts), at the connecting portion between the beam and the support, the other side of the carport space ( Sufficient detent strength can be given to the roof part that extends long on the side opposite to the pillar). Moreover, since the metal connecting plate is not exposed to the outside or hardly exposed to the outside, the carport is not deteriorated in quality. The connecting bolt penetrates the support column and the beam along the front-rear direction of the carport space, for example, and connects the support column and the beam.

【0007】梁と支柱との接続部の構成を、接続用プレ
ートが、長さ方向両端部(梁の長さ方向に沿った両端
部)で梁に固定され、接続用ボルト(通常は複数本)
が、接続用プレートの中間部を貫通するように、支柱の
上端部と梁とに通されているものとすれば、簡単な構造
で十分な接続強度を確保できる。接続用ボルトは例えば
ナットと組み合わされて梁と支柱とを結合する。
The structure of the connecting portion between the beam and the column is such that the connecting plate is fixed to the beam at both ends in the length direction (both ends along the length direction of the beam), and connecting bolts (usually a plurality of bolts are used). )
However, if the upper end portion of the column and the beam are penetrated so as to penetrate the intermediate portion of the connecting plate, sufficient connection strength can be secured with a simple structure. The connecting bolt is combined with, for example, a nut to connect the beam and the column.

【0008】屋根部に対するより大きな回り止め強度を
確保するために、梁の、支柱との接続個所よりも一端側
に上端部が接続され、下端部が支柱の下端部に固定され
た補強柱をさらに設けることが好ましい。
In order to secure a greater anti-rotation strength for the roof part, a reinforcing column having an upper end connected to one end of the beam and a lower end fixed to the lower end of the column is connected to the column. It is preferable to further provide.

【0009】[0009]

【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings.

【0010】図1は本発明に係るカーポートの正面図、
図2はカーポートの平面図である。
FIG. 1 is a front view of a carport according to the present invention,
FIG. 2 is a plan view of the carport.

【0011】カーポート1は片持ち式に形成され、屋根
部3と、この屋根部3の幅方向一端部を上端部で支持す
る支柱5と、屋根部3の幅方向一端に上端部が接続され
た補強柱7と、この支柱5及び補強柱7の下端部を支え
る基礎部9と、を備えて構成されていて、支柱5、補強
柱7及び基礎部9は前後方向にほぼ等間隔で3組配置さ
れている。屋根部3は、幅方向一端から他端に向かって
緩い角度で傾斜して上昇するように支柱5に支えられて
いる。
The carport 1 is formed in a cantilever manner, and the roof portion 3, a support column 5 for supporting one end portion in the width direction of the roof portion 3 at the upper end portion, and the upper end portion connected to one end in the width direction of the roof portion 3 are connected. The reinforcement columns 7 and the foundations 9 that support the lower ends of the columns 5 and the reinforcement columns 7 are provided. Three sets are arranged. The roof portion 3 is supported by the support column 5 so as to be inclined and rise from one end in the width direction toward the other end at a gentle angle.

【0012】屋根部3は、幅方向に延び、前後方向にほ
ぼ等間隔で3本配置された木製の梁11と、梁11の上
端に形成された凹部13内に嵌め込まれて3本の梁11
と直交して延び、梁11の一端側から他端側にかけて所
定間隔で6本設けられた木製の垂木15と、垂木15上
に固定された繊維強化プラスチック製小波板17と、を
備えていて、梁11の他端(自由端)には他端側の木製
側方枠板19が固定され、垂木15の前端及び後端には
それぞれ、木製前枠板21及び木製後枠板23が固定さ
れ、前枠板21及び後枠板23の幅方向一端間には一端
側の木製側方枠板25が固定されている。前枠板21及
び後枠板23間にはまた、幅方向一端部に塩化ビニル製
軒樋27が一端側の側方枠板25の内側に位置するよう
に固定されている。それぞれの梁11は、2枚の薄い梁
部材29,29を例えばボルトを用いて厚さ方向にある
いは前後に合わせて固定することで構成されている(図
5も参照)。
The roof portion 3 extends in the width direction, and three wooden beams 11 are arranged at substantially equal intervals in the front-rear direction, and three beams are fitted in a recess 13 formed at the upper end of the beam 11. 11
And six wooden rafters 15 provided at a predetermined interval from one end side to the other end side of the beam 11 and a fiber-reinforced plastic corrugated plate 17 fixed on the rafters 15. The wooden side frame plate 19 on the other end side is fixed to the other end (free end) of the beam 11, and the wooden front frame plate 21 and the wooden rear frame plate 23 are fixed to the front end and the rear end of the rafter 15, respectively. Then, the wooden side frame plate 25 on one end side is fixed between the one ends in the width direction of the front frame plate 21 and the rear frame plate 23. Between the front frame plate 21 and the rear frame plate 23, a vinyl chloride eaves trough 27 is fixed to one end portion in the width direction so as to be located inside the side frame plate 25 on one end side. Each beam 11 is configured by fixing two thin beam members 29, 29 in the thickness direction or in the front-rear direction using bolts (see also FIG. 5).

【0013】図3は基礎部9の詳細を示す図、図4は基
礎部9への支柱5及び補強柱7の取り付け状態を示す図
である。
FIG. 3 is a view showing the details of the base portion 9, and FIG. 4 is a view showing how the support columns 5 and the reinforcing columns 7 are attached to the base portion 9.

【0014】基礎部9は、直径約60cm、高さ約60
cmのコンクリート製円柱基台31の表面から適当長さ
突出するように、かつ、適当な間隔を有して開口側が向
かい合うように、この円柱基台31内に埋め込まれた一
対の断面コ字状の金属製基礎部材33,33から構成さ
れていて、円柱基台31は、表面がコンクリート製土間
35の表面と同一高さとなるように、このコンクリート
製土間35内に埋め込み配置されている(図1参照)。
基礎部9の、円柱基台31、したがってコンクリート土
間35から突出する部分は、断面ほぼ正方形状の筒状体
であって、それぞれの側壁部の前後方向中央が取り去ら
れて隙間が設けられた形状の基礎支持部37を構成して
いる。
The base 9 has a diameter of about 60 cm and a height of about 60 cm.
A pair of U-shaped cross-sections embedded in the cylindrical base 31 so that they project from the surface of the concrete cylindrical base 31 of cm and have their openings facing each other with an appropriate interval. The cylindrical base 31 is embedded in the concrete soil space 35 so that the surface thereof is flush with the surface of the concrete soil space 35 (Fig. 1).
The portion of the base portion 9 projecting from the cylindrical base 31, that is, the concrete soil space 35, is a tubular body having a substantially square cross section, and the front-rear center of each side wall portion is removed to provide a gap. A base support portion 37 having a shape is configured.

【0015】それぞれの支柱5は、2枚の薄い支柱部材
39,39から構成され、一方の支柱部材39の下端部
が一方の基礎部材33内に収容され、他方の支持部材3
9の下端部が他方の基礎部材33内に収容されることに
より、下端部が基礎支持部37内に収容されて直立状態
に維持されている。補強柱7も、2枚の薄い補強柱部材
41,41を厚さ方向にあるいは前後に合わせることで
構成されていて、補強柱7の下端部は、基礎支持部37
の一方側の隙間を通過し、支持部材39,39間に挟ま
れた状態となって基礎支持部37内に収容されている。
補強柱部材41,41の下端部間には薄いプレート状の
金属製スペーサ43が介在している(図1参照)。基礎
支持部37には、基礎支持部37の前面部、一方の支持
部材39の下端部、補強柱7の、スペーサ43を含んだ
下端部、他方の支持部材39の下端部、そして基礎支持
部37の後面部を貫通して上下に2本のボルト45,4
5がナットと組み合わされて取り付けられていて、支柱
5及び補強柱7の下端部はこの2本のボルト45,45
により、互いに、そして基礎支持部37に固定されてい
る。2本のボルト45,45は補強柱7の延びる方向に
沿って配置されている。
Each of the columns 5 is composed of two thin column members 39, 39. The lower end portion of one column member 39 is housed in one foundation member 33 and the other supporting member 3 is provided.
By accommodating the lower end of 9 in the other base member 33, the lower end is accommodated in the base support part 37 and is maintained in the upright state. The reinforcing column 7 is also configured by aligning two thin reinforcing column members 41, 41 in the thickness direction or in the front-rear direction, and the lower end portion of the reinforcing column 7 has a base supporting portion 37.
It passes through the gap on one side and is accommodated in the base support portion 37 in a state of being sandwiched between the support members 39, 39.
A thin plate-shaped metal spacer 43 is interposed between the lower ends of the reinforcing column members 41, 41 (see FIG. 1). The base support portion 37 includes a front surface portion of the base support portion 37, a lower end portion of one support member 39, a lower end portion of the reinforcing column 7 including the spacer 43, a lower end portion of the other support member 39, and a base support portion. Two bolts 45, 4 penetrating through the rear surface of 37
5 is attached in combination with a nut, and the lower ends of the support column 5 and the reinforcement column 7 are attached to these two bolts 45, 45.
Are fixed to each other and to the base support portion 37. The two bolts 45, 45 are arranged along the extending direction of the reinforcing column 7.

【0016】図5は梁11と支柱5との接続構造を示す
ための図である。
FIG. 5 is a view showing a connection structure between the beam 11 and the support column 5.

【0017】それぞれの支柱5の上端部は、対応する梁
11の長さ方向一端部を支えるように梁11に固定され
て接続されているが、梁11を構成する梁部材29,2
9間には、支柱5の接続箇所に、支柱5の幅よりも長
く、梁部材29の高さよりも若干低い長方形状の薄い金
属製接続用プレート47が、梁部材29からはみ出ない
ように配置されていて、この接続用プレート47は、一
方の梁部材29、接続用プレート47の長さ方向一端部
及び他方の梁部材29を貫通する固定用ボルト49と、
一方の梁部材29、接続用プレート47の長さ方向他端
部及び他方の梁部材29を貫通する固定用ボルト51
と、によって梁11に固定されている。そして、支柱5
の接続態様は、一対の支柱部材39,39で、梁11の
固定用ボルト49,51間部分(中間部)を挟み、一方
の支持部材39、接続用プレート47の中間部を含んだ
梁11及び他方の支持部材39を貫通するように、長さ
方向に並んで2本の接続用ボルト53,53を取り付け
たものである。ボルト49、51、53は、ナットと組
み合わされて梁11に沿ってほぼ一直線状に配置されて
いて、梁11、したがって屋根部3に対する効果的な回
り止め強度が確保されている。
The upper ends of the columns 5 are fixedly connected to the beam 11 so as to support one end of the corresponding beam 11 in the lengthwise direction.
Between the nine columns, a rectangular thin metal connecting plate 47, which is longer than the width of the column 5 and slightly lower than the height of the beam member 29, is arranged at the connection portion of the column 5 so as not to protrude from the beam member 29. The connecting plate 47 includes one beam member 29, a fixing bolt 49 that penetrates one end of the connecting plate 47 in the length direction and the other beam member 29.
Fixing bolt 51 penetrating one beam member 29, the other lengthwise end of the connecting plate 47, and the other beam member 29.
And are fixed to the beam 11. And the pillar 5
In the connection mode, the beam 11 including the pair of support members 39, 39 sandwiching the portion (intermediate portion) of the fixing bolts 49, 51 of the beam 11 including one support member 39 and the intermediate portion of the connecting plate 47. The two connecting bolts 53, 53 are arranged side by side in the length direction so as to penetrate the other supporting member 39. The bolts 49, 51 and 53 are arranged in a straight line along the beam 11 in combination with the nut, and an effective detent strength for the beam 11 and thus the roof portion 3 is secured.

【0018】図6は梁11と補強柱7との接続構造を示
すための図である。
FIG. 6 is a view showing a connection structure between the beam 11 and the reinforcing column 7.

【0019】それぞれの補強柱7の上端部は対応する梁
11の長さ方向一端に接続されているが、補強柱7の接
続態様は、梁部材29,29間の一端から補強柱部材4
1間の上端にかけて、補強柱部材41よりも若干幅が狭
い長方形状の金属製補強接続用プレート55を、梁部材
29及び補強柱部材41からはみ出ないように配置し、
一方側の梁部材29、補強接続用プレート55の上側及
び他方側の梁部材29を貫通するように上下方向に2本
のボルト57,57を取り付けるとともに、一方側の補
強柱部材41、補強接続用プレート55の下側及び他方
側の補強柱部材41を貫通するように上下方向に2本の
ボルト59,59を取り付けて、補強接続用プレート5
5を介して補強柱7と梁11とを固定して接続するもの
である。ボルト57,57、59,59は、ナットと組
み合わされて補強柱7の延びる方向に沿って一直線状に
配置されていて、梁11、したがって屋根部3に対する
効果的な回り止め強度が確保されている。なお、ボルト
45,45は、ボルト57,57、59,59と一直線
状に配置されている。
The upper end of each reinforcing column 7 is connected to one end of the corresponding beam 11 in the lengthwise direction. The connection mode of the reinforcing columns 7 is from one end between the beam members 29, 29 to the reinforcing column member 4.
A rectangular metal reinforcing connection plate 55 having a width slightly narrower than that of the reinforcing column member 41 is arranged so as not to protrude from the beam member 29 and the reinforcing column member 41 to the upper end of the space 1.
Two bolts 57, 57 are attached in the vertical direction so as to penetrate the beam member 29 on one side, the beam member 29 on the upper side and the beam member 29 on the other side of the reinforcing connection, and the reinforcing column member 41 on one side and the reinforcing connection. Two bolts 59, 59 are attached in the vertical direction so as to penetrate the reinforcing column members 41 on the lower side and the other side of the reinforcing plate 55, and the reinforcing connecting plate 5
The reinforcing column 7 and the beam 11 are fixedly connected to each other via the connection 5. The bolts 57, 57, 59, 59 are arranged in a straight line along the extending direction of the reinforcing column 7 in combination with the nut, and ensure an effective detent strength for the beam 11, and thus the roof portion 3. There is. The bolts 45, 45 are arranged in a straight line with the bolts 57, 57, 59, 59.

【0020】補強柱7は、上端面が梁11の下端面と当
接し、梁11と直交するように、この梁11に接続され
ている。したがって、屋根部3の支柱5を支点とする回
転力に対して大きな引張り抗力を作用させることができ
る。また、支柱5、補強柱7及び梁11は三角形状(直
角三角形状)を構成することとなり、屋根部3に対する
支持構造は変形阻止機能の大きな安定形状を構成してい
る。
The reinforcing column 7 is connected to the beam 11 such that the upper end surface thereof is in contact with the lower end surface of the beam 11 and is orthogonal to the beam 11. Therefore, a large tensile drag force can be applied to the rotational force with the support 5 of the roof portion 3 as a fulcrum. Further, the support columns 5, the reinforcing columns 7 and the beams 11 have a triangular shape (right-angled triangular shape), and the support structure for the roof portion 3 has a stable shape with a large deformation preventing function.

【0021】なお、積雪時には、梁11の他端とコンク
リート製土間35との間に支え棒(図示せず)を配置す
るのが好ましい。
In addition, it is preferable to dispose a support rod (not shown) between the other end of the beam 11 and the concrete soil space 35 during snowfall.

【0022】[0022]

【発明の効果】以上説明したように、本発明によれば、
屋根部に対する十分な接続強度を有し、しかも木材の持
つ高級感を損なうことのない木製の片持ち式カーポート
を提供できる。
As described above, according to the present invention,
It is possible to provide a wooden cantilever type carport that has sufficient connection strength to the roof portion and does not impair the high-class feeling of wood.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係るカーポートの正面図である。FIG. 1 is a front view of a carport according to the present invention.

【図2】カーポートの平面図である。FIG. 2 is a plan view of a carport.

【図3】基礎部の詳細を示す図である。FIG. 3 is a diagram showing details of a base portion.

【図4】基礎部への支柱及び補強柱の取り付け状態を示
す図である。
FIG. 4 is a view showing a mounting state of a support column and a reinforcing column on a foundation portion.

【図5】梁と支柱との接続構造を示すための図である。FIG. 5 is a diagram showing a connection structure between a beam and a column.

【図6】梁と補強柱との接続構造を示すための図であ
る。
FIG. 6 is a diagram showing a connection structure between a beam and a reinforcing column.

【符号の説明】[Explanation of symbols]

1 カーポート 3 屋根部 5 支柱 11 梁 29 梁部材 47 接続用プレート 53 接続用ボルト 1 carport 3 roof 5 props 11 beams 29 Beam members 47 Connection plate 53 Connection bolt

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2E125 AA06 AA16 AA45 AB12 AB13 AC02 AC23 AG03 AG04 AG12 AG25 AG41 BA02 BA25 BB02 BB08 BB13 BB22 BD01 BE03 BE07 BE08 BF01 CA05 CA14 EA31 EB11    ─────────────────────────────────────────────────── ─── Continued front page    F term (reference) 2E125 AA06 AA16 AA45 AB12 AB13                       AC02 AC23 AG03 AG04 AG12                       AG25 AG41 BA02 BA25 BB02                       BB08 BB13 BB22 BD01 BE03                       BE07 BE08 BF01 CA05 CA14                       EA31 EB11

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 木製の梁を有する屋根部と、上端部が前
記梁の長さ方向一端部に接続されて前記屋根部を片持ち
状に支持する木製の支柱と、を備えたカーポートであっ
て、 前記梁は、2枚の木製の梁部材を厚さ方向に合わせて構
成され、 前記梁部材の間には、前記支柱との接続箇所に、金属製
の接続用プレートがはみ出ることなく又は大きくはみ出
ることなく固定して配置されていて、 前記支柱の前記上端部と、前記梁の前記支柱との前記接
続箇所とに、接続用ボルトを貫通させて、前記支柱と前
記梁とを接続した、ことを特徴とするカーポート。
1. A carport comprising: a roof portion having a wooden beam; and a wooden column having an upper end portion connected to one end portion in the length direction of the beam to support the roof portion in a cantilever manner. The beam is configured by aligning two wooden beam members in the thickness direction, and a metal connecting plate does not protrude between the beam members at connection points with the support columns. Alternatively, the pillars and the beam are fixedly arranged without protruding to a large extent, and a connection bolt is passed through the upper end portion of the pillar and the connection point between the pillar and the pillar to connect the pillar and the beam. Carport characterized by
【請求項2】 前記接続用プレートは、長さ方向両端部
が前記梁に固定されていて、 前記接続用ボルトは、前記接続用プレートの中間部を貫
通している、ことを特徴とする請求項1記載のカーポー
ト。
2. The connecting plate has both lengthwise end portions fixed to the beam, and the connecting bolt penetrates an intermediate portion of the connecting plate. The carport according to item 1.
【請求項3】 前記梁の、前記支柱との前記接続個所よ
りも一端側に上端部が接続され、下端部が前記支柱の下
端部に固定された補強柱をさらに有している、ことを特
徴とする請求項1又は2記載のカーポート。
3. A reinforcing column, the upper end of which is connected to one end of the beam with respect to the connection point with the column, and the lower end of which is fixed to the lower end of the column. The carport according to claim 1 or 2, which is characterized in that.
JP2001298482A 2001-08-23 2001-08-23 Carport Pending JP2003064897A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001298482A JP2003064897A (en) 2001-08-23 2001-08-23 Carport

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001298482A JP2003064897A (en) 2001-08-23 2001-08-23 Carport

Publications (1)

Publication Number Publication Date
JP2003064897A true JP2003064897A (en) 2003-03-05

Family

ID=19119378

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001298482A Pending JP2003064897A (en) 2001-08-23 2001-08-23 Carport

Country Status (1)

Country Link
JP (1) JP2003064897A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITVR20090214A1 (en) * 2009-12-04 2011-06-05 Fonten Solar S R L CARPORT STRUCTURE
WO2019044632A1 (en) * 2017-08-30 2019-03-07 四国化成工業株式会社 Roof structure and construction method for same
JP2019044347A (en) * 2017-08-30 2019-03-22 四国化成工業株式会社 Roof structure
JP2019143324A (en) * 2018-02-19 2019-08-29 四国化成工業株式会社 Roof structure and method of construction thereof

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITVR20090214A1 (en) * 2009-12-04 2011-06-05 Fonten Solar S R L CARPORT STRUCTURE
WO2011067743A1 (en) * 2009-12-04 2011-06-09 Fonten Solar S.R.L. Carport structure and method of construction therefor
WO2019044632A1 (en) * 2017-08-30 2019-03-07 四国化成工業株式会社 Roof structure and construction method for same
JP2019044347A (en) * 2017-08-30 2019-03-22 四国化成工業株式会社 Roof structure
CN110573683A (en) * 2017-08-30 2019-12-13 四国化成工业株式会社 Roof structure and construction method thereof
CN110573683B (en) * 2017-08-30 2021-10-22 四国化成工业株式会社 Roof structure and construction method thereof
US11225788B2 (en) 2017-08-30 2022-01-18 Shikoku Chemicals Corporation Roof structure and construction method thereof
JP2019143324A (en) * 2018-02-19 2019-08-29 四国化成工業株式会社 Roof structure and method of construction thereof

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