JPH0522561Y2 - - Google Patents

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Publication number
JPH0522561Y2
JPH0522561Y2 JP17316987U JP17316987U JPH0522561Y2 JP H0522561 Y2 JPH0522561 Y2 JP H0522561Y2 JP 17316987 U JP17316987 U JP 17316987U JP 17316987 U JP17316987 U JP 17316987U JP H0522561 Y2 JPH0522561 Y2 JP H0522561Y2
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JP
Japan
Prior art keywords
hollow
reinforcing
support
reinforcing plate
hole
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 - Lifetime
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JP17316987U
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Japanese (ja)
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JPH0176904U (en
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Priority to JP17316987U priority Critical patent/JPH0522561Y2/ja
Publication of JPH0176904U publication Critical patent/JPH0176904U/ja
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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、中空支柱に設けた挿入孔あるいは切
欠きに中空梁材を挿入し、貫通ボルトによつて締
結してなる中空支柱と中空梁材との連結装置に関
する。
[Detailed description of the invention] [Field of industrial application] The present invention is a hollow support and a hollow beam in which a hollow beam is inserted into an insertion hole or notch provided in a hollow support and is fastened with a through bolt. This invention relates to a device for connecting materials.

[従来の技術及びその解決すべき問題点] 従来、この種の中空支柱と中空梁材を互いに連
結する場合、中空支柱側に挿入孔あるいは切欠き
を設けてその挿入孔あるいは切欠きに中空梁材を
挿入すると共に、中空支柱及び中空梁材の側壁に
貫通ボルトを通して両側から締結することにより
連結を行つていた。
[Prior Art and Problems to be Solved] Conventionally, when connecting this type of hollow support and hollow beam to each other, an insertion hole or notch is provided on the hollow support side, and the hollow beam is inserted into the insertion hole or notch. At the same time, the connection was achieved by inserting the material and fastening it from both sides by passing through bolts through the side walls of the hollow column and the hollow beam material.

しかし、この従来の連結方法では、中空の部材
を貫通ボルトで締付けることから、中空支柱及び
中空梁材の側壁が変形したり破損するといつた欠
点が生じていた。また、そのため余り強く貫通ボ
ルトを締付けることができず、強固な連結が行え
ないという問題があつた。さらに、中空支柱及び
中空梁材に加わる荷重を各々の肉厚のみによつて
受けなければならないので、荷重に対する強度が
得られないという欠点があつた。
However, in this conventional connection method, since the hollow members are fastened with through-bolts, the side walls of the hollow support and the hollow beam may be deformed or damaged. Additionally, there was a problem in that the through bolt could not be tightened too strongly and a strong connection could not be achieved. Furthermore, since the load applied to the hollow support and the hollow beam must be supported only by the thickness of each member, there is a drawback that the strength against the load cannot be obtained.

[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、中空支
柱に設けた挿入孔あるいは切欠きに中空梁材を挿
入し貫通ボルトによつて締結してなる中空支柱と
中空梁材との連結装置において、上記中空支柱の
内壁に補強板を固着し、上記中空支柱及び該補強
板に貫通孔を設け、上記中空梁材の内部に補強ス
ペーサを固着し、上記中空梁材及び該補強スペー
サに貫通孔を設け、上記中空支柱、補強板、中空
梁材及び補強スペーサに貫通ボルトを通し、貫通
ボルトによつて上記補強及び補強スペーサを挟ん
で締結する構成としている。
[Means for Solving the Problems] The present invention, which solves the above-mentioned conventional problems, provides a hollow support in which a hollow beam is inserted into an insertion hole or notch provided in a hollow support and fastened with a through bolt. and a hollow beam material, a reinforcing plate is fixed to the inner wall of the hollow column, a through hole is provided in the hollow column and the reinforcing plate, a reinforcing spacer is fixed to the inside of the hollow beam material, and a reinforcing plate is fixed to the inner wall of the hollow column. A through hole is provided in the beam material and the reinforcing spacer, a through bolt is passed through the hollow column, the reinforcing plate, the hollow beam material and the reinforcing spacer, and the reinforcement and the reinforcing spacer are sandwiched and fastened by the through bolt.

[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6図に本考案の中空支柱と中空梁
材との連結装置を片流れ屋根カーポートの支柱と
梁の連結に適用した一実施例を示す。
FIGS. 1 to 6 show an embodiment in which the hollow support and hollow beam connecting device of the present invention is applied to connect the support and beam of a carport with a single-sided roof.

まず、片流れ屋根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。上記片流れ屋根
カーポートは、所定間隔をおいて立設した支柱1
0に連結した主梁12により、屋根13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。
First, let's look at the overall configuration of the single-slope roof carport.
This will be explained with reference to the drawings and FIG. The above-mentioned single-slope roof carport has 1 pillars erected at predetermined intervals.
The main beam 12 connected to the main beam 12 supports the roof 13 slightly inclined from the horizontal state.

上記支柱10は図示の如く垂直に立設され、こ
の支柱10の先端に主梁12が連結され僅かに傾
斜して水平方向に延びている。また、上記主梁1
2の下側には、主梁12を補強するための補助梁
14が設けられている。この補助梁14は、先端
側を主梁12下面に連結し、後端側を主梁12下
面から所定間隔だけ離して主柱10に連結するこ
とにより、図示の如く主梁12に沿つて設けられ
ている。
The pillar 10 is vertically erected as shown in the figure, and a main beam 12 is connected to the tip of the pillar 10 and extends horizontally with a slight inclination. In addition, the main beam 1
An auxiliary beam 14 is provided below the main beam 12 to reinforce the main beam 12. The auxiliary beam 14 is provided along the main beam 12 as shown in the figure by connecting the tip side to the lower surface of the main beam 12 and connecting the rear end side to the main column 10 at a predetermined distance from the lower surface of the main beam 12. It is being

上記主梁12で支持される上記屋根13は、前
枠16、後枠17、左右の側枠18,18及び中
間横桟19と中間縦桟20を枠組みしてなる屋根
枠に、屋根パネル21を張設した構造となつてい
る。
The roof 13 supported by the main beam 12 has a roof frame formed by a front frame 16, a rear frame 17, left and right side frames 18, 18, an intermediate horizontal beam 19, and an intermediate vertical beam 20, and a roof panel 21. It has a structure in which it is stretched.

上記片流れ屋根カーポートは、以上の如く屋根
13を主梁12で支持することにより、屋根13
の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。なお、上記支柱10、主梁12、補
助梁14及び屋根13を構成する各部材は、夫々
アルミニウム等で押出し成形したものを用いてい
る。
The above-mentioned single-slope roof carport supports the roof 13 with the main beams 12 as described above.
This creates a space below which a car can be stored. Note that each member constituting the pillar 10, main beam 12, auxiliary beam 14, and roof 13 is extruded from aluminum or the like.

次に、上記片流れ屋根カーポートにおいて、支
柱10と主梁12及び補助梁14との連結に適用
されている本実施例による中空支柱と中空梁材と
の連結装置について詳述する。第3図から第6図
に支柱10と主梁12及び補助梁14との連結部
分を示す。図示の如く支柱10、主梁12及び補
助梁14は、各々断面方形状の中空材により形成
されている。
Next, a device for connecting hollow columns and hollow beams according to this embodiment, which is applied to connect columns 10, main beams 12, and auxiliary beams 14 in the single-slope roof carport, will be described in detail. FIGS. 3 to 6 show the connecting portions between the support column 10, the main beam 12, and the auxiliary beam 14. As shown in the figure, the support column 10, the main beam 12, and the auxiliary beam 14 are each formed of a hollow member having a square cross section.

本実施例の連結装置は、補強板1と補強スペー
サ2の組み合せにより支柱10と主梁12及び補
助梁14とを連結する構成となつている。
The connecting device of this embodiment is configured to connect a support 10, a main beam 12, and an auxiliary beam 14 by a combination of a reinforcing plate 1 and a reinforcing spacer 2.

支柱10の開口する上端には、主梁12の端部
を挿入するための切欠き10aが設けられ、かつ
支柱10の切欠き10aから所定間隔下つた位置
には、補助梁14の端部を挿入するための挿入孔
10bが設けられている。この切欠き10a及び
挿入孔10bは、各々主梁12と補助梁14が適
合して挿入しうる形状に形成されている。
A notch 10a into which the end of the main beam 12 is inserted is provided at the open upper end of the support 10, and an end of the auxiliary beam 14 is provided at a predetermined distance below the notch 10a of the support 10. An insertion hole 10b for insertion is provided. The notch 10a and the insertion hole 10b are each formed in a shape into which the main beam 12 and the auxiliary beam 14 can be fitted and inserted.

上記補強板1は、図示の如く支柱10内の左右
内壁に密着させた状態でネジ止めにより固着され
ている。この補強板1は、支柱10の左右内壁の
幅とほぼ等しい幅を有し、かつ支柱1の上端から
挿入孔10bの下方まで延びる長尺状に形成され
ている。支柱10の切欠き10a及び挿入孔10
bから挿入される主梁12及び補助梁14の端部
は、第6図に示す如く上記補強板1,1によつて
左右から挾まれた状態となる。なお、支柱10の
切欠き10a及び挿入孔10bは、補強板1,1
の厚み分だけ縁を残して形成してあり、補強板
1,1が外から見えないようになつている。
As shown in the figure, the reinforcing plate 1 is fixed to the left and right inner walls of the support column 10 in close contact with screws. The reinforcing plate 1 has a width substantially equal to the width of the left and right inner walls of the support column 10, and is formed in an elongated shape extending from the upper end of the support column 1 to below the insertion hole 10b. Notch 10a of strut 10 and insertion hole 10
The ends of the main beam 12 and the auxiliary beam 14 inserted from b are sandwiched from left and right by the reinforcing plates 1, 1, as shown in FIG. Note that the notch 10a and insertion hole 10b of the support column 10 are formed in the reinforcing plates 1, 1.
The reinforcing plates 1, 1 are not visible from the outside.

支柱1の切欠き10a部分の両側壁及び挿入孔
10b部分の両側壁には、主梁12及び補助梁1
4を連結する貫通ボルト3を通すための貫通孔4
a,4bが主梁12と補助梁14の傾斜に合せて
2つずつ設けられている。かつ、上記補強板1,
1に、上記支柱10の貫通孔4a,4bに対応し
て夫々貫通孔1a,1bが設けられている。な
お、支柱10の貫通孔4a,4bを設けた部分
は、図示の如くその厚みを他より大にして強度を
持たせてある。
A main beam 12 and an auxiliary beam 1 are provided on both side walls of the notch 10a portion of the support 1 and on both side walls of the insertion hole 10b portion.
Through hole 4 for passing through bolt 3 connecting 4
Two each of a and 4b are provided in accordance with the inclinations of the main beam 12 and the auxiliary beam 14. and the reinforcing plate 1,
1, through holes 1a and 1b are provided corresponding to the through holes 4a and 4b of the support column 10, respectively. As shown in the figure, the portions of the support 10 where the through holes 4a and 4b are provided are made thicker than the other portions to provide strength.

上記補強板1を内壁に固着したことにより、支
柱10の主梁12及び補助梁14を連結する両側
壁の強度を高くすることができるものである。
By fixing the reinforcing plate 1 to the inner wall, the strength of both side walls connecting the main beam 12 and the auxiliary beam 14 of the support column 10 can be increased.

上記補強スペーサ2は、図示の如く固着部5の
両側に貫通ボルト3を通す貫通孔6aを有する円
柱状の挿通部6を一体的に形成してなる。固着部
5には、固着ボルト9をネジ込むための2つのネ
ジ孔5a,5aが設けられている。また、上記挿
通部6,6は、支柱10及び補強板1の貫通孔4
a,4b及び1a,1bの間隔と同じ間隔をもつ
て形成されている。
The reinforcing spacer 2 is formed by integrally forming a cylindrical insertion part 6 having a through hole 6a for passing the through bolt 3 on both sides of a fixed part 5, as shown in the figure. The fixing portion 5 is provided with two screw holes 5a, 5a into which fixing bolts 9 are screwed. Further, the insertion portions 6, 6 are connected to the through holes 4 of the support column 10 and the reinforcing plate 1.
They are formed with the same spacing as a, 4b and 1a, 1b.

補強スペーサ2は、主梁12と補助梁14の端
部に挿入し、固着ボルト9をその固着部5のネジ
孔5a,5aにネジ込むことにより、主梁12と
補助梁14に対し夫々固着される。実施例では、
主梁12と補助梁14の補強スペーサ2は、図示
の如く逆向きに取付けられている。なお、補強ス
ペーサ2の幅は、主梁12と補助梁14内の幅と
ほぼ等しくしてある。
The reinforcing spacer 2 is fixed to the main beam 12 and the auxiliary beam 14 by inserting it into the ends of the main beam 12 and the auxiliary beam 14, and screwing the fixing bolts 9 into the screw holes 5a, 5a of the fixing part 5. be done. In the example,
The reinforcing spacers 2 of the main beam 12 and the auxiliary beam 14 are attached in opposite directions as shown. Note that the width of the reinforcing spacer 2 is approximately equal to the width within the main beam 12 and the auxiliary beam 14.

補強スペーサ2が固着される主梁12と補助梁
14の端部両壁には、挿通部6の貫通孔6aと対
応して通じる貫通孔8が各々設けられている。な
お、支柱10の場合と同様、主梁12と補助梁1
4の貫通孔8が設けられている部分は、図示の如
く厚みを大にして補強してある。
A through hole 8 corresponding to and communicating with the through hole 6a of the insertion portion 6 is provided in both end walls of the main beam 12 and the auxiliary beam 14 to which the reinforcing spacer 2 is fixed. In addition, as in the case of the pillar 10, the main beam 12 and the auxiliary beam 1
The portion where the through hole 8 of No. 4 is provided is reinforced by increasing the thickness as shown in the figure.

次に、上記主梁12と補助梁14の支柱10へ
の連結について述べる。
Next, the connection of the main beam 12 and the auxiliary beam 14 to the column 10 will be described.

主梁12を連結する場合、まず、主梁12の端
部に補強スペーサ2を固着した状態で支柱10の
切欠き10a内に挿入する。次に支柱10及び補
強板1の貫通孔4a及び1aと、主梁12及び補
強スペーサ2の貫通孔12a及び6aとを位置合
せして貫通孔4a,1a,12a,6aに貫通ボ
ルト3を通す。そして、その貫通ボルト3を締付
けることにより、補強板1及び補強スペーサ2を
挾んだ状態で締結する。以上により、支柱10と
主梁12の連結がなされる。
When connecting the main beams 12, first, the reinforcing spacers 2 are fixed to the ends of the main beams 12 and then inserted into the notches 10a of the support columns 10. Next, align the through holes 4a and 1a of the pillar 10 and the reinforcing plate 1 with the through holes 12a and 6a of the main beam 12 and the reinforcing spacer 2, and pass the through bolt 3 through the through holes 4a, 1a, 12a, and 6a. . Then, by tightening the through bolt 3, the reinforcing plate 1 and the reinforcing spacer 2 are held in place. Through the above steps, the support column 10 and the main beam 12 are connected.

補助梁14を連結する場合、補助梁14の端部
を支柱10の挿入孔10bに挿入すると共に、支
柱10の貫通孔4b及び補強板1の貫通孔1bと
補助梁14の貫通孔14a及び補強スペーサ2の
貫通孔6aとを位置合せし、上記の場合と同様貫
通ボルト3を通して締結する。
When connecting the auxiliary beam 14, the end of the auxiliary beam 14 is inserted into the insertion hole 10b of the column 10, and the through hole 4b of the column 10, the through hole 1b of the reinforcing plate 1, the through hole 14a of the auxiliary beam 14, and the reinforcement The spacer 2 is aligned with the through hole 6a, and the through bolt 3 is passed through and fastened in the same manner as in the above case.

本実施例においては、主梁12と補助梁14を
支柱10に連結するのに、上述の如く長尺状の補
強板1を用いたので、主梁12と補助梁14の上
下の連結部全体を同時に補強することができる。
In this embodiment, since the elongated reinforcing plate 1 is used as described above to connect the main beam 12 and the auxiliary beam 14 to the support column 10, the entire upper and lower connecting portion of the main beam 12 and the auxiliary beam 14 is can be reinforced at the same time.

なお、本考案は実施例に示すカーポートのみな
らず、バルコニー及びテラス等における中空支柱
と中空梁材の連結に適用可能である。
Note that the present invention is applicable not only to the carport shown in the embodiment, but also to the connection of hollow supports and hollow beams in balconies, terraces, etc.

本実施例では、補強板1を支柱10の左右内壁
に固着したが、一方の内壁のみに固着させてもよ
い。また、補強板1の形状は実施例のように長尺
状でなく中空梁材が単一の場合は短尺のものでよ
い。
In this embodiment, the reinforcing plate 1 is fixed to the left and right inner walls of the support column 10, but it may be fixed to only one inner wall. Further, the shape of the reinforcing plate 1 may not be long as in the embodiment, but may be short if the hollow beam is a single piece.

本実施例では、補強スペーサ2を固着部5の両
側に一対の挿通部6を有する形状としたが、この
補強スペーサ2については中空梁材の側壁間に面
接触しうる断面積を有しかつ貫通孔を有すればど
のような形状としてもよい。例えば、断面丸形ま
たは角形の筒状としてもよい。また、貫通孔の数
については、2つの場合に限らず1つまたは3つ
以上でもよい。
In this embodiment, the reinforcing spacer 2 has a shape that has a pair of insertion parts 6 on both sides of the fixed part 5, but this reinforcing spacer 2 has a cross-sectional area that allows surface contact between the side walls of the hollow beam material. It may have any shape as long as it has a through hole. For example, it may be cylindrical with a round or square cross section. Further, the number of through holes is not limited to two, but may be one or three or more.

[考案の効果] 以上説明したように本考案は、中空支柱の内壁
に補強板を固着し、かつ中空梁材の内部に補強ス
ペーサを固着すると共に、貫通ボルトによつて補
強板及び補強スペーサを挾んで締結することによ
り、貫通ボルトを強く締付けることができ中空支
柱と中空梁材の連結強度を強くすることができ
る。また、補強板及び補強スペーサが中空支柱及
び中空梁材の側壁間に面接触して挾着されるの
で、締付けにより側壁が変形しまた破損するのを
防止できる。また、中空支柱にかかる荷重を補強
板でうけかつ中空梁材にかかる荷重を補強スペー
サで受けることができるもので、肉厚のみで受け
るのに比べ荷重に対する強度を極めて高くするこ
とができる。
[Effects of the invention] As explained above, the present invention fixes the reinforcing plate to the inner wall of the hollow support, fixes the reinforcing spacer inside the hollow beam, and attaches the reinforcing plate and the reinforcing spacer to the inner wall of the hollow support. By clamping and fastening, the through bolt can be strongly tightened, and the connection strength between the hollow support and the hollow beam can be strengthened. Further, since the reinforcing plate and the reinforcing spacer are clamped in surface contact between the side walls of the hollow support and the hollow beam, it is possible to prevent the side walls from being deformed or damaged due to tightening. In addition, the load applied to the hollow support can be supported by the reinforcing plate, and the load applied to the hollow beam can be supported by the reinforcing spacer, making it possible to significantly increase the strength against the load compared to receiving the load by the wall thickness alone.

さらに、補強板及び補強スペーサは、それぞれ
予め中空支柱及び中空梁材に固着されるので、貫
通ボルトを通して締付けるだけでよく連結作業が
簡単に行える。
Further, since the reinforcing plate and the reinforcing spacer are fixed to the hollow support and the hollow beam member in advance, respectively, the connection work can be easily performed by simply passing through bolts and tightening them.

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

第1図は本考案を適用した片流れ屋根カーポー
トの外観斜視図、第2図は第1図の側面図、第3
図は支柱と主梁及び補助梁の連結部分の部分拡大
図、第4図は第3図の分解斜視図、第5図は支柱
と主梁の連結部分の平面図、第6図は支柱と主梁
の連結部分の縦断面図である。 1……補強板、1a,1b……貫通孔、2……
補強スペーサ、3……貫通ボルト、4a,4b…
…貫通孔、5……固着部、6……挿通部、6a…
…貫通孔、10……支柱、10a……切欠き、1
0b……挿通孔、12……主梁、14……補助
梁、12a,14a……貫通孔。
Figure 1 is an external perspective view of a carport with a single-slope roof to which the present invention is applied, Figure 2 is a side view of Figure 1, and Figure 3 is a side view of Figure 1.
The figure is a partially enlarged view of the connection between the column and the main beam and the auxiliary beam, Figure 4 is an exploded perspective view of Figure 3, Figure 5 is a plan view of the connection between the column and the main beam, and Figure 6 is the connection between the column and the main beam. FIG. 3 is a vertical cross-sectional view of a connecting portion of the main beam. 1... Reinforcement plate, 1a, 1b... Through hole, 2...
Reinforcement spacer, 3... Penetration bolt, 4a, 4b...
...Through hole, 5...Fixed part, 6...Insertion part, 6a...
...Through hole, 10...Strut, 10a...Notch, 1
0b...Through hole, 12...Main beam, 14...Auxiliary beam, 12a, 14a...Through hole.

Claims (1)

【実用新案登録請求の範囲】 中空支柱に設けた挿入孔あるいは切欠きに中空
梁材を挿入し貫通ボルトによつて締結してなる下
記要件を備えることを特徴とする中空支柱と中空
梁材との連結装置。 (イ) 上記中空支柱の内壁に補強板を固着し、上記
中空支柱及び該補強板に貫通孔を設ける。 (ロ) 上記中空梁材の内部に補強スペーサを固着
し、上記中空梁材及び該補強スペーサに貫通孔
を設ける。 (ハ) 上記中空支柱、補強板、中空梁材及び補強ス
ペーサに貫通ボルトを通し、貫通ボルトによつ
て上記補強板及び補強スペーサを挟んで締結す
る。
[Scope of Claim for Utility Model Registration] A hollow support and a hollow beam that are characterized by having the following requirements: a hollow support is inserted into an insertion hole or a notch provided in the hollow support, and the hollow support is fastened with a through bolt. coupling device. (a) A reinforcing plate is fixed to the inner wall of the hollow column, and a through hole is provided in the hollow column and the reinforcing plate. (b) A reinforcing spacer is fixed inside the hollow beam, and a through hole is provided in the hollow beam and the reinforcing spacer. (c) Pass through bolts through the hollow column, reinforcing plate, hollow beam material, and reinforcing spacer, and tighten the reinforcing plate and reinforcing spacer with the through bolts.
JP17316987U 1987-11-12 1987-11-12 Expired - Lifetime JPH0522561Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17316987U JPH0522561Y2 (en) 1987-11-12 1987-11-12

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17316987U JPH0522561Y2 (en) 1987-11-12 1987-11-12

Publications (2)

Publication Number Publication Date
JPH0176904U JPH0176904U (en) 1989-05-24
JPH0522561Y2 true JPH0522561Y2 (en) 1993-06-10

Family

ID=31465103

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17316987U Expired - Lifetime JPH0522561Y2 (en) 1987-11-12 1987-11-12

Country Status (1)

Country Link
JP (1) JPH0522561Y2 (en)

Families Citing this family (2)

* 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
JPH0754481Y2 (en) * 1993-06-15 1995-12-18 新日軽株式会社 Carport

Also Published As

Publication number Publication date
JPH0176904U (en) 1989-05-24

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