JPH04214Y2 - - Google Patents

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Publication number
JPH04214Y2
JPH04214Y2 JP1987177183U JP17718387U JPH04214Y2 JP H04214 Y2 JPH04214 Y2 JP H04214Y2 JP 1987177183 U JP1987177183 U JP 1987177183U JP 17718387 U JP17718387 U JP 17718387U JP H04214 Y2 JPH04214 Y2 JP H04214Y2
Authority
JP
Japan
Prior art keywords
roof
bolt
beams
shall
connecting member
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.)
Expired
Application number
JP1987177183U
Other languages
Japanese (ja)
Other versions
JPH0182251U (en
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 filed Critical
Priority to JP1987177183U priority Critical patent/JPH04214Y2/ja
Publication of JPH0182251U publication Critical patent/JPH0182251U/ja
Application granted granted Critical
Publication of JPH04214Y2 publication Critical patent/JPH04214Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、屋根の下方に湾曲した下方側を支柱
で支持してなるアルミニウム製片持ちカーポート
に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an aluminum cantilevered carport in which the downwardly curved lower side of the roof is supported by pillars.

[従来の技術及びその解決すべき問題点] 従来、この種の屋根の下方に湾曲した下方側を
支柱で支持する片持ちカーポートにおいては、上
記支柱に屋根の湾曲部に沿う曲部を設け、この支
柱を延長して屋根を支持する梁とすることによ
り、屋根を片持ち状態で支持している。
[Prior art and problems to be solved] Conventionally, in this type of cantilever carport in which the downwardly curved lower side of the roof is supported by pillars, the pillars are provided with curved parts that follow the curved part of the roof. The roof is supported in a cantilevered state by extending these pillars to form beams that support the roof.

かかる従来の片持ちカーポートでは、その支柱
に鉄材を使用しているが、製作に手間がかかると
共に重くかつ錆る等の問題があつた。また、それ
ら問題を解決するためにアルミニウム押出型材を
用いることも考えられるが、アルミニウム型材を
曲部加工するには硬性が低いものにしなければな
らないので、十分な強度が得られないという問題
があつた。
Such conventional cantilever carports use iron materials for their supports, but they have problems such as being time-consuming to manufacture, heavy, and prone to rust. Also, to solve these problems, it is possible to use extruded aluminum shapes, but in order to process the aluminum shapes into curved parts, the hardness must be low, so there is the problem that sufficient strength cannot be obtained. Ta.

[問題点を解決するための手段] 上記従来の問題点を解決する本考案は、屋根の
下方側を下方に湾曲させると共に、該屋根の下方
側を支柱で支持してなるアルミニウム製片持ちカ
ーポートにおいて、 上記屋根を支持する梁と支柱とをアルミニウム
中空押出型材とし、曲部を有する鋳物製連結材で
連結し、上記鋳物製連結材の両端に断面I型形状
の挿入部を形成し、上記支柱及び梁に挿入し、鋳
物製連結材の挿入部を形成し、上記支柱及び梁の
長手方向に離隔した複数の位置でボルト締めでき
る長さとし、長手方向に離隔した少なくとも2個
所でボルト締めし、上記各挿入部の少なくとも1
箇所のボルト締め部は上記した断面I型形状の部
分からなり、かつこのボルト締め部にボルトを挿
通する筒状のボルト挿入孔を一体に形成してな
る。
[Means for Solving the Problems] The present invention, which solves the above-mentioned conventional problems, is an aluminum cantilever car that curves the lower side of the roof downward and supports the lower side of the roof with pillars. In the port, the beams and columns supporting the roof are made of aluminum hollow extrusions, and are connected by a cast metal connecting member having a curved part, and insertion portions having an I-shaped cross section are formed at both ends of the cast metal connecting member, It is inserted into the above-mentioned columns and beams to form an insertion part of the cast metal connecting member, and has a length that allows bolting at multiple positions spaced apart in the longitudinal direction of the above-mentioned columns and beams, and the bolts are tightened at at least two places spaced apart in the longitudinal direction. and at least one of each of the above insertion portions.
The bolt tightening portion at the location is formed of a portion having the above-mentioned I-shaped cross section, and a cylindrical bolt insertion hole through which the bolt is inserted is integrally formed in the bolt tightening portion.

[実施例] 以下、本考案の一実施例について図面を参照し
て詳細に説明する。
[Example] Hereinafter, an example of the present invention will be described in detail with reference to the drawings.

第1図から第5図に本考案の一実施例に係るア
ルミニウム製片持ちカーポートを示す。まず、こ
の片持ちカーポートの全体構成を第1図及び第2
図を用いて説明する。本実施例の片持ちカーポー
トは、所定間隔をおいて立設した支柱1と梁2に
よつて屋根3を水平状態から少し傾斜させて支持
した構成となつている。
1 to 5 show an aluminum cantilever carport according to an embodiment of the present invention. First, the overall configuration of this cantilevered carport is shown in Figures 1 and 2.
This will be explained using figures. The cantilevered carport of this embodiment has a structure in which a roof 3 is supported at a slight inclination from a horizontal state by pillars 1 and beams 2 that are erected at predetermined intervals.

上記支柱1は図示の如く垂直に立設され、この
支柱1の先端に梁2が連結され屋根3の下面に沿
つて水平方向に延びている。
The pillar 1 is vertically erected as shown in the figure, and a beam 2 is connected to the tip of the pillar 1 and extends horizontally along the lower surface of the roof 3.

上記屋根3は前枠6、後枠7、左右の側枠8,
8及び中間横桟9と中間縦桟10を枠組みしてな
る屋根枠に、屋根パネル11を張設した構造とな
つている。この屋根3の下方側は、図示の如く下
方に湾曲する湾曲部3aとなつている。
The roof 3 has a front frame 6, a rear frame 7, left and right side frames 8,
It has a structure in which a roof panel 11 is stretched over a roof frame formed by framing 8, intermediate horizontal beams 9, and intermediate vertical beams 10. The lower side of this roof 3 is a curved portion 3a that curves downward as shown in the figure.

上記片持ちカーポートは、屋根3下面を梁2に
よつて支持しかつ屋根3の湾曲部3aを有する下
方側を支柱1で支持することにより、屋根3を片
持ちの状態で保持し屋根3下方に自動車を収納し
うるスペースを形成するものである。
The above-mentioned cantilevered carport holds the roof 3 in a cantilevered state by supporting the lower surface of the roof 3 with the beam 2 and supporting the lower side of the roof 3 having the curved part 3a with the pillars 1. This creates a space below where a car can be stored.

上記片持ちカーポートにおいて、支柱1と梁2
には、各々軽量でかつ錆ないアルミニウムの中空
押出型材が用いられている。また、支柱1と梁2
は、鋳物製連結材12によつて互いに連続して連
結されている。即ち、支柱1と梁2とは一本の部
材であるかの如く連続して延びている。
In the above cantilevered carport, pillar 1 and beam 2
Each uses a lightweight, rust-free aluminum hollow extrusion. Also, pillar 1 and beam 2
are continuously connected to each other by a casting connecting member 12. That is, the support column 1 and the beam 2 extend continuously as if they were a single member.

上記鋳物製連結材12は、第3図〜第5図に示
す如く曲部13と曲部13の両端から延びる挿入
部15,16からなる。上記曲部13は、屋根3
の湾曲部3aとほぼ等しい曲率で曲つており、か
つ90°より僅かに小さい円周角をなす長さとなつ
ている。また、この曲部13は軽量でかつ一定の
強度が保てるように断面I型形状に形成されてい
る。さらに、曲部13の両端部は、各々挿入部1
5,16を挿入する支柱1と梁2の端部に当接し
て連続するように、支柱1及び梁2の端部と寸法
を合わせて形成してある。
The casting connecting member 12 includes a curved portion 13 and insertion portions 15 and 16 extending from both ends of the curved portion 13, as shown in FIGS. 3 to 5. The curved portion 13 is the roof 3
It is curved with approximately the same curvature as the curved portion 3a, and has a length forming a circumferential angle slightly smaller than 90°. Further, this curved portion 13 is formed to have an I-shaped cross section so as to be lightweight and maintain a constant strength. Further, both ends of the curved portion 13 are connected to the insertion portion 1, respectively.
It is formed to match the dimensions of the ends of the support 1 and the beam 2 so that it abuts and continues with the ends of the support 1 and the beam 2 into which the 5 and 16 are inserted.

曲部13の両端から延びる挿入部15,16
は、各々両端か真直に延びており、支柱1の上端
部及び梁2の湾曲部3a側の端部に挿入される。
この挿入部15,16は、夫々支柱1及び梁2の
長手方向に離隔した複数の位置でボルト締めでき
るような長さとしてある。
Insertion parts 15 and 16 extending from both ends of the curved part 13
extend straight from both ends, and are inserted into the upper end of the column 1 and the end of the beam 2 on the side of the curved part 3a.
The insertion portions 15 and 16 have a length such that bolts can be tightened at a plurality of positions spaced apart in the longitudinal direction of the column 1 and the beam 2, respectively.

また、挿入部15,16は、両側に支柱1及び
梁2の内側に沿つてぴつたり納まる止着片15
a,16aを有してなる断面I型形状に形成され
ており、この止着片15a,16aによつて支柱
1及び梁2にガタツキなく挿入される。
In addition, the insertion parts 15 and 16 have fastening pieces 15 that fit snugly along the inner sides of the pillar 1 and the beam 2 on both sides.
It is formed to have an I-shaped cross section with holes 15a and 16a, and can be inserted into the support 1 and the beam 2 without wobbling by means of the fastening pieces 15a and 16a.

上記挿入部15,16の各先端側と曲部13に
寄つた側の2個所には、固定ボルト20を通すた
めのボルト挿入孔15b,16bが各々設けられ
ている。これらボルト挿入孔15b,16bは、
各々図示の如く止着片15a,16aを貫通させ
て設けられている。なお、上記鋳物製連結材12
の挿入部15,16を挿入する支柱1と梁2のボ
ルト挿入孔15b,16bと対応する個所には、
ボルト挿入孔15b,16bと連通する孔が設け
られている。
Bolt insertion holes 15b and 16b for passing the fixing bolt 20 are provided at two locations on the distal end side and on the side closer to the curved portion 13 of the insertion portions 15 and 16, respectively. These bolt insertion holes 15b, 16b are
As shown in the figure, each is provided through the fastening pieces 15a and 16a. In addition, the above-mentioned casting connecting member 12
At the locations corresponding to the bolt insertion holes 15b and 16b of the pillar 1 and the beam 2 into which the insertion parts 15 and 16 are inserted,
Holes communicating with the bolt insertion holes 15b and 16b are provided.

上記各挿入部15,16の少なくとも1箇所の
ボルト締め部は上記した断面I型形状の部分から
なり、かつこのボルト締め部にボルト20を挿通
する筒状のボルト挿入孔15b,16bを一体に
形成してなる。
At least one bolt tightening portion of each of the insertion portions 15, 16 has the above-mentioned I-shaped cross section, and the cylindrical bolt insertion holes 15b, 16b through which the bolt 20 is inserted are integrally formed in the bolt tightening portion. It forms.

鋳物製連結材12によつて支柱1と梁2の連結
を行うには、鋳物製連結材12の挿入部15を支
柱1の上端部に挿入し、挿入部16を梁2端部に
挿入する。そして、第3,5図に示す如く支柱1
及び梁2の側面からボルト挿入孔15b,16b
に固定ボルト20を通してボルト締めする。これ
により、挿入部15,16は長手方向に離隔した
2個所で支柱1及び梁2にボルト締めされるもの
である。ここで、前述したように鋳物製連結材1
2の曲部13を90°より僅かに小さい円周角をな
す長さとしているため、図示の如く梁2は水平よ
り上方に僅かに傾斜した状態で支柱1に支持され
ることとなる。
To connect the column 1 and the beam 2 using the casting connecting material 12, insert the insertion part 15 of the casting connecting material 12 into the upper end of the pillar 1, and insert the insertion part 16 into the end of the beam 2. . Then, as shown in Figures 3 and 5, the pillar 1
and bolt insertion holes 15b, 16b from the side of beam 2.
Pass the fixing bolt 20 through and tighten the bolt. As a result, the insertion portions 15 and 16 are bolted to the column 1 and the beam 2 at two locations spaced apart in the longitudinal direction. Here, as mentioned above, the casting connecting member 1
Since the curved portion 13 of the beam 2 has a length forming a circumferential angle slightly smaller than 90°, the beam 2 is supported by the support 1 in a state slightly inclined upward from the horizontal as shown in the figure.

なお、鋳物製連結材12の材質としては、アル
ミニウム、鉄あるいはその他の金属が考えられ
る。また、支柱1の上端には、第3図に示すよう
に屋根3の後枠7がネジ止めされることから、鋳
物製連結材12の後枠7側を向く止着片15aに
は第4図のように後枠7を止めるためのネジを支
柱1にネジ込むことができるように一定深さの溝
15cが設けられている。
Note that the material of the casting connecting member 12 may be aluminum, iron, or other metals. Furthermore, since the rear frame 7 of the roof 3 is screwed to the upper end of the support column 1 as shown in FIG. As shown in the figure, a groove 15c of a constant depth is provided so that a screw for fixing the rear frame 7 can be screwed into the support 1.

なお、上記実施例では、鋳物製連結材12の曲
部13を断面I型形状としたが、必ずしもI型と
する必要はない。例えば、曲部13を支柱1及び
梁2の端面形状と同じ断面形状とし、かつ支柱1
及び梁2と同じ模様を付ければ、支柱1と梁2が
継目なく連続しているように見せることができ
る。
In the above embodiment, the curved portion 13 of the casting connecting member 12 has an I-shaped cross section, but it does not necessarily have to be I-shaped. For example, the curved portion 13 has the same cross-sectional shape as the end face shape of the support 1 and the beam 2, and the support 1
By adding the same pattern as the beam 2, it is possible to make the support 1 and the beam 2 appear to be seamlessly continuous.

また、挿入部15,16の2個所にボルト挿入
孔15b,16bを設けて2個所でボルト締めす
る場合を示したが、3個所以上でボルト締めする
ようにしてもよい。さらに、本実施例では、挿入
部15,16のボルト挿入孔15b,16bを前
後及び上下方向に設けたが、左右方向に設けるこ
ともできる。
Furthermore, although a case has been shown in which bolt insertion holes 15b and 16b are provided at two locations in the insertion portions 15 and 16 and bolts are tightened at two locations, bolts may be tightened at three or more locations. Further, in this embodiment, the bolt insertion holes 15b, 16b of the insertion portions 15, 16 are provided in the front-rear and up-down directions, but they may also be provided in the left-right direction.

[考案の効果] 以上説明したように本考案は、アルミニウム中
空型材からなる支柱と梁の曲部を有する連結部を
鋳物製連結材で構成したので、連結部を強固に形
成でき屋根の揺れを防止することができる。ま
た、鋳物製連結材の挿入部を断面I型形状とする
と共に長くして長手方向に離隔した2個所でボル
ト締めするので、強度のある安定した連結が行え
る。さらに上記各挿入部の少なくとも1箇所のボ
ルト締め部を筒状のボルト挿入孔として一体に形
成したので、曲部の連結強度を一層高めることが
できる。さらにまた、上記挿入部がI型形状ゆえ
に材料の節減が図れると共に、連結部材を鋳物で
作るので、断面I型形状の挿入部を簡単に作製で
きる効果がある。
[Effects of the invention] As explained above, in the present invention, the connecting part with the curved part of the column and beam made of hollow aluminum members is constructed with a cast connecting member, so the connecting part can be formed strongly and the shaking of the roof can be prevented. It can be prevented. Further, since the insertion portion of the cast connecting member is made to have an I-shaped cross section and is made long and bolted at two locations separated in the longitudinal direction, a strong and stable connection can be achieved. Furthermore, since at least one bolt tightening portion of each of the insertion portions is integrally formed as a cylindrical bolt insertion hole, the connection strength of the curved portions can be further increased. Furthermore, since the insertion section is I-shaped, materials can be saved, and since the connecting member is made of cast metal, the insertion section with an I-shaped cross section can be easily manufactured.

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

第1図は本考案の一実施例に係るアルミニウム
製片持ちカーポートの斜視図、第2図はそのアル
ミニウム製片持ちカーポートの側面図、第3図は
第1図に示すアルミニウム製片持ちカーポートの
支柱と主梁の連結部を示す一部を切欠いた拡大
図、第4図は鋳物製連結材の斜視図、第5図は支
柱へ鋳物製連結材を取付ける場合の分解図であ
る。 1……支柱、2……梁、3……屋根、3a……
湾曲部、12……鋳物製連結材、13……曲部、
15,16……挿入部、15a,16a……止着
片、15b,16b……ボルト挿入孔、20……
固定ボルト。
Fig. 1 is a perspective view of an aluminum cantilevered carport according to an embodiment of the present invention, Fig. 2 is a side view of the aluminum cantilevered carport, and Fig. 3 is an aluminum cantilevered carport shown in Fig. 1. A partially cutaway enlarged view showing the connection between the support and main beam of the carport, Figure 4 is a perspective view of the cast metal connection, and Figure 5 is an exploded view of the case where the cast metal connection is attached to the support. . 1... Pillar, 2... Beam, 3... Roof, 3a...
Curved part, 12... Casting connecting material, 13... Curved part,
15, 16...Insertion part, 15a, 16a...Fixing piece, 15b, 16b...Bolt insertion hole, 20...
fixing bolt.

Claims (1)

【実用新案登録請求の範囲】 屋根の下方側を下方に湾曲させると共に、該屋
根の下方側を支柱で支持してなる下記要件を備え
ることを特徴とするアルミニウム製片持ちカーポ
ート。 (イ) 上記屋根を支持する梁と支柱とをアルミニウ
ム中空押出型材とし、曲部を有する鋳物製連結
材で連結する。 (ロ) 上記鋳物製連結材の両端に断面I型形状の挿
入部を形成し、上記支柱及び梁に挿入する。 (ハ) 鋳物製連結材の挿入部を、上記支柱及ぶ梁の
長手方向に離隔した複数の位置でボルト締めで
きる長さとし、長手方向に離隔した少なくとも
2個所でボルト締めする。 (ニ) 上記各挿入部の少なくとも1箇所のボルト締
め部は上記した断面I型形状の部分からなり、
かつこのボルト締め部にボルトを挿通する筒状
のボルト挿入孔を一体に形成してなる。
[Claims for Utility Model Registration] An aluminum cantilevered carport characterized by having the lower side of the roof curved downward and supporting the lower side of the roof with supports as described below. (a) The beams and pillars that support the roof shall be made of aluminum hollow extrusions, and shall be connected by cast metal connecting members having curved parts. (b) Form insertion parts with an I-shaped cross section at both ends of the casting connecting member, and insert them into the pillars and beams. (c) The insertion portion of the cast connecting member shall be long enough to be bolted at a plurality of positions spaced apart in the longitudinal direction of the above-mentioned columns and beams, and the bolts shall be fastened at at least two places spaced apart in the longitudinal direction. (d) At least one bolt tightening part of each of the above insertion parts consists of a part with the above-mentioned I-shaped cross section,
A cylindrical bolt insertion hole through which a bolt is inserted is integrally formed in this bolt tightening portion.
JP1987177183U 1987-11-20 1987-11-20 Expired JPH04214Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987177183U JPH04214Y2 (en) 1987-11-20 1987-11-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987177183U JPH04214Y2 (en) 1987-11-20 1987-11-20

Publications (2)

Publication Number Publication Date
JPH0182251U JPH0182251U (en) 1989-06-01
JPH04214Y2 true JPH04214Y2 (en) 1992-01-07

Family

ID=31468857

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987177183U Expired JPH04214Y2 (en) 1987-11-20 1987-11-20

Country Status (1)

Country Link
JP (1) JPH04214Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2503714Y2 (en) * 1992-03-23 1996-07-03 昭和アルミニウム株式会社 Assembled buildings such as cars

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5244047B2 (en) * 1972-01-07 1977-11-04
JPS59213838A (en) * 1983-05-20 1984-12-03 株式会社満尾総合研究所 Connection of metal pipe
JPS6050219B2 (en) * 1978-02-15 1985-11-07 日立化成工業株式会社 epoxy resin composition
JPS6327655B2 (en) * 1975-12-03 1988-06-03 Fujihira Kogyo Kk

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5244047B2 (en) * 1972-01-07 1977-11-04
JPS6327655B2 (en) * 1975-12-03 1988-06-03 Fujihira Kogyo Kk
JPS6050219B2 (en) * 1978-02-15 1985-11-07 日立化成工業株式会社 epoxy resin composition
JPS59213838A (en) * 1983-05-20 1984-12-03 株式会社満尾総合研究所 Connection of metal pipe

Also Published As

Publication number Publication date
JPH0182251U (en) 1989-06-01

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