JP3125462U - Metal roofing strut and girder connection device - Google Patents

Metal roofing strut and girder connection device Download PDF

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JP3125462U
JP3125462U JP2006005509U JP2006005509U JP3125462U JP 3125462 U JP3125462 U JP 3125462U JP 2006005509 U JP2006005509 U JP 2006005509U JP 2006005509 U JP2006005509 U JP 2006005509U JP 3125462 U JP3125462 U JP 3125462U
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girder
screwed
strut
reinforcing member
bolt
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学 島崎
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ビニフレーム工業株式会社
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Abstract

【課題】蟻溝を有しない桁を支柱に強固に連結できる金属製カーポートの支柱と桁との連結構造を提供する。
【解決手段】中空に形成された支柱と桁とのうち、支柱の上端に桁が落とし込まれて嵌合する組切欠を設け、桁の端の下面に支柱に嵌まる連結金物をネジ止めする一方、連結金物を支柱にネジ止めしてなる支柱と桁との連結装置において、桁には、端部に筒形の補強部材を嵌合するとともに、端面よりも離れた箇所において始着ボルトにより予めネジ止めし、次いで、端面近くでは、前記連結金物をネジ止めする上部連結ボルトを、連結金物から桁と補強部材との双方に螺入し、さらに、前記始着ボルトと対となる高さ位置において、桁の端近くで終着ボルトを両側面に通して補強部材に螺入し、そのネジ止めが完結されている。
【選択図】 図1
Provided is a metal carport strut and girder connection structure capable of firmly coupling a girder without dovetails to the strut.
Of the struts and girders formed in a hollow shape, a pair of cutouts are provided in which the girders are dropped and fitted to the upper ends of the struts, and the connecting hardware fitting on the struts is screwed to the lower surface of the end of the girders. On the other hand, in a connecting device for a column and a girder that is formed by screwing a coupling hardware to the column, a tubular reinforcing member is fitted to the end of the beam, and at the location farther from the end surface, by a starting bolt The upper connection bolt for screwing the connection hardware is screwed in advance to both the beam and the reinforcing member from the connection hardware, and the height that is paired with the initial bolt is screwed in advance. In the position, the end bolts are passed through both sides near the end of the spar and screwed into the reinforcing member, and the screwing is completed.
[Selection] Figure 1

Description

この考案は、例えばカーポートにおいて適用されるもので、金属製屋根組みの支柱と桁との連結装置に関する。   The present invention is applied to, for example, a carport, and relates to a connecting device for a column and a girder of a metal roof assembly.

カーポート等の簡単な小屋では、部材の量産に適し施工が容易であり耐久性に優れている等の理由から、アルミ押出形材や鋼管を部材として組み立てられる金属製のものが多用されている。その組立ては、それぞれ中空に形成された支柱の上に桁を載せて連結したもので、こうして支柱の上に架設した桁の上にタイトフレームをビス止めし、タイトフレームの上に折板を載せて結合することにより、桁と桁との間に渡すようにして屋根が葺かれ、屋根の周囲が化粧部材により縁取りされる。   In simple sheds such as carports, metal ones that can be assembled with aluminum extrusions and steel pipes as members are often used because they are suitable for mass production of members and are easy to construct and have excellent durability. . The assembly is done by placing a girder on each of the columns that are hollow and connecting them together. The tight frame is screwed onto the girder installed on the column in this way, and the folded plate is placed on the tight frame. As a result, the roof is spread so as to pass between the girders, and the periphery of the roof is trimmed by the decorative member.

支柱と桁との連結については、図4に示すように、支柱51の上端内側壁に桁53を落とし込む組切欠54を設け、桁53の端には、支柱51の上端に納まる反転門形の連結金物55をネジ止めしてなされるもので、そのネジ止めのために桁53の下面に普通には一対の蟻溝57,57を形成し、ネジとしての六角ボルト59,59の頭部をその蟻溝57,17に挿入し、連結金物55の通し孔から下した六角ボルト59にナット61を螺入して締めつけることにより、桁53の両端に連結金物55,55が固着される。そして、組切欠54に桁53の端を嵌めるとともに、ボルト63によりその連結金物55が支柱51に固着される。   As shown in FIG. 4, the connection between the column and the girder is provided with a notch 54 for dropping the girder 53 on the inner wall of the upper end of the column 51, and the end of the girder 53 has an inverted gate shape that fits in the upper end of the column 51. It is made by screwing the connecting hardware 55, and usually a pair of dovetail grooves 57, 57 are formed on the lower surface of the girder 53 for screwing, and the heads of the hexagon bolts 59, 59 as screws are attached. The fittings 55 and 55 are fixed to both ends of the girder 53 by inserting the nuts 61 into the hex grooves 57 and 17 and screwing the nuts 61 into the hexagon bolts 59 lowered from the through holes of the fittings 55. Then, the end of the girder 53 is fitted into the assembled notch 54, and the connecting hardware 55 is fixed to the support column 51 by the bolt 63.

上記のような従来の金属製屋根組みの支柱と桁との連結装置によれば、連結金物55が支柱51と桁53との双方にネジ59,63により止められるが、そのうち桁53に対しては六角ボルト59の頭部を蟻溝57に掛けることによるため連結強度に信頼性が欠け、また、屋根裏に露出する桁53の下面に蟻溝57が不体裁に視覚され、その内部にゴミが溜まるという不都合もあった。   According to the conventional apparatus for connecting a support and a girder of a metal roof assembly as described above, the connecting hardware 55 is fixed to both the support 51 and the girder 53 by screws 59 and 63, of which the girder 53 is connected. Since the head of the hexagon bolt 59 is hung on the dovetail groove 57, the connection strength is not reliable, and the dovetail groove 57 is visually visible on the lower surface of the girder 53 exposed in the attic, and dust is found inside it. There was also the inconvenience of accumulating.

この考案は、上記のような実情に鑑みて、蟻溝を有しない桁を支柱に強固に連結できる金属製カーポートの支柱と桁との連結構造を提供することを課題とした。   In view of the above situation, an object of the present invention is to provide a connecting structure of a metal carport strut and a girder that can firmly connect a girder without a dovetail to the strut.

上記の課題を解決するために、この考案は、中空に形成された支柱と桁とのうち、支柱の上端に桁が落とし込まれて嵌合する組切欠を設け、桁の端の下面に支柱に嵌まる連結金物をネジ止めする一方、連結金物を支柱にネジ止めしてなる支柱と桁との連結装置において、桁には、端部に筒形の補強部材を嵌合するとともに、端面よりも離れた箇所において始着ボルトにより予めネジ止めし、次いで、端面近くでは、前記連結金物をネジ止めする上部連結ボルトを、連結金物から桁と補強部材との双方に螺入し、さらに、前記始着ボルトと対となる高さ位置において、桁の端近くで終着ボルトを両側面に通して補強部材に螺入し、そのネジ止めが完結されていることを特徴とする金属製屋根組みの支柱と桁との連結装置を構成した。   In order to solve the above-mentioned problems, the present invention provides a combination notch in which a girder is dropped into a top end of a strut out of a strut and a girder formed in a hollow, and the strut is formed on the lower surface of the end of the girder. In the connecting device between the strut and the girder formed by screwing the connecting metal fitting to the column, the girder is fitted with a cylindrical reinforcing member at the end, and from the end surface Is screwed in advance with an initial bolt at a remote location, and then, near the end face, an upper connecting bolt for screwing the connecting hardware is screwed into both the beam and the reinforcing member from the connecting hardware, At the height position that is paired with the initial bolt, the end bolt is passed through both sides near the end of the girder and screwed into the reinforcing member, and the screwing is completed. A connecting device for the column and the girder was constructed.

上記の構成によれば、最初において基本的には、桁には始着ボルトの通し孔のみを、支柱1には下部連結ボルトの通し孔と終着ボルトの通し孔のみを、連結金物には上部連結ボルトの通し孔のみを形成しておくもので、そうすれば、螺入孔(タップ孔)を各通し孔から明けることにより確実にネジ止めすることができ、補強部材により桁の端部が補強されるだけでなく、ネジ止め強度が高まるために堅牢な連結状態が得られる。なお、連結金物は、これに上部連結ボルトをタッピングしやすくアルミ製としたがこれに材質が限定されるものではなく、スチール製、プラスチック製であっても良い。   According to the above configuration, first, basically, only the opening bolt through hole is provided in the beam, only the through hole of the lower connection bolt and the end bolt are provided in the column 1, and the upper portion is provided in the connection hardware. Only through holes for connecting bolts are formed, so that screw holes (tap holes) can be surely screwed by opening each through hole, and the end of the spar is secured by the reinforcing member. In addition to being reinforced, the screwing strength is increased, so that a robust connection is obtained. The connection hardware is made of aluminum so that the upper connection bolt can be easily tapped thereon, but the material is not limited thereto, and may be made of steel or plastic.

以上説明したように、この考案によれば、下面に不都合な蟻溝を有する桁を用いる必要がなく、しかも、支柱と桁とを強固に連結できるという優れた効果がある。   As described above, according to the present invention, there is no need to use a girder having an inconvenient dovetail on the lower surface, and there is an excellent effect that the column and the girder can be firmly connected.

図1ないし図3は、この考案をカーポートにおいて実施したもので、左右支柱1,1の上端に桁3が架設され、それには、支柱1の上端部に桁3が落とし込まれる組み合わせ用の組切欠4が設けられ、組み合わせを強固にするために、支柱1に嵌まる連結金物5の他に、桁3の端に嵌まる補強部材7が用いられる。なお、こうした屋根組みにより並列する桁3,3間に図示しない折板がタイトフレームを介して架設され(図4参照)、折板屋根が構成されている。なお、カーポートの他に、物置や仮小屋としても実施できる。   1 to 3 show that the present invention is implemented in a carport. A girder 3 is installed on the upper ends of the left and right columns 1, 1, and the combination is such that the beam 3 is dropped on the upper ends of the columns 1. In order to strengthen the combination, a reinforcing member 7 fitted to the end of the girder 3 is used in addition to the connecting metal fitting 5 fitted to the column 1 in order to make the combination strong. Note that a folded plate (not shown) is installed between the parallel beams 3 and 3 by such a roof assembly via a tight frame (see FIG. 4), thereby forming a folded plate roof. In addition to the carport, it can also be implemented as a storeroom or a temporary shed.

桁3の両端部には矩形断面の角筒形に形成された補強部材7,7が用いられ(図1)、それが嵌合されて最初は始着ボルト9,9だけで半ネジ止めされる。図1では、すべてのボルトの通し孔や螺入孔が表してあるが、桁3について最初は、端部近くに始着ボルト9,9の通し孔11,11が設けられるだけである。そして、先ずは、補強部材7を嵌めてから、通し孔11,11から螺入孔17,17(タップ孔)を明け、始着ボルト9,9を螺入孔17,17に螺入して補強部材7が言わば仮止めされる。   Reinforcing members 7 and 7 formed in a rectangular tube shape with a rectangular cross section are used at both ends of the girder 3 (FIG. 1), and when they are fitted, they are initially half-screwed only with the initial bolts 9 and 9. The In FIG. 1, through holes and screw holes for all bolts are shown, but the girders 3 are initially provided with through holes 11, 11 for the initial bolts 9, 9 near the ends. First, after fitting the reinforcing member 7, the screw holes 17, 17 (tap holes) are opened from the through holes 11, 11, and the initial bolts 9, 9 are screwed into the screw holes 17, 17. The reinforcing member 7 is temporarily fixed.

次に、桁3の端部下面に連結金物5を上部連結ボルト19,19により取り付ける作業となる(図2参照)。連結金物5は、反転門形であって、天片にその通し孔21,21が予め形成されているので、そこから螺入孔23,23を桁3と補強部材7の双方に明けることにより、上部連結ボルト19,19で連結金物5がネジ止めされる。これで補強部材7の固定が半ば以上進展する。   Next, it becomes the operation | work which attaches the connection metal fitting 5 to the lower surface of the edge part of the girder 3 with the upper connection bolts 19 and 19 (refer FIG. 2). The connecting hardware 5 has an inverted gate shape, and the through holes 21 and 21 are formed in advance in the top piece. From there, the screw holes 23 and 23 are opened to both the beam 3 and the reinforcing member 7. The connecting hardware 5 is screwed with the upper connecting bolts 19 and 19. Thereby, the fixing of the reinforcing member 7 progresses more than halfway.

支柱1の上端部には組切欠4よりも下に連結金物5をネジ止めするための下部連結ボルト25,25の通し孔27,27を、また、組切欠4の両側に終着ボルト29,29の通し孔31,31がそれぞれ予め設けられている。   The through holes 27 and 27 of the lower connection bolts 25 and 25 for screwing the connection hardware 5 below the assembly notch 4 are provided at the upper end of the support column 1, and the end bolts 29 and 29 are provided on both sides of the assembly notch 4. The through holes 31, 31 are provided in advance.

そこで、次に、桁3を支柱1の組切欠4に落とし込む作業となるが、その際に、同時に連結金物5が支柱1に納まるので、通し孔27,27から連結金物5に螺入孔33,33を形成し、下部連結ボルト25,25で連結金物5をネジ止めする(図3参照)。そして、最後に、支柱1の上部の通し孔31,31から桁3と補強部材7とに共通の螺入孔35,35を形成し、終着ボルト29,29でネジ止めして補強部材7の固定完了と同時に支柱1と桁3との連結が完了することになる。   Therefore, next, the work of dropping the girder 3 into the assembly notch 4 of the support column 1 is performed. At this time, the connecting metal 5 is simultaneously accommodated in the support column 1, so that the threaded hole 33 is inserted into the connecting hardware 5 from the through holes 27 and 27. , 33 are formed, and the connecting hardware 5 is screwed with the lower connecting bolts 25, 25 (see FIG. 3). Finally, the common screw holes 35 and 35 are formed in the beam 3 and the reinforcing member 7 from the through holes 31 and 31 in the upper part of the support column 1, and screwed with the terminal bolts 29 and 29. Simultaneously with the completion of fixing, the connection between the column 1 and the beam 3 is completed.

この考案の要部材となる補強部材とそれが嵌合される桁の端部とを示す斜視図である。It is a perspective view which shows the reinforcement member used as the principal member of this invention, and the edge part of the girder with which it is fitted. 支柱と桁とを連結する要領を示す要部分解斜視図である。It is a principal part disassembled perspective view which shows the point which connects a support | pillar and a girder. 支柱と桁との連結完了の直前状態で示す要部斜視図である。It is a principal part perspective view shown in the state just before completion of the connection of a support | pillar and a girder. 従来例を支柱と桁との連結要領で示す分解斜視図である。It is a disassembled perspective view which shows a prior art example in the connection point of a support | pillar and a girder.

符号の説明Explanation of symbols

1 支柱
3 桁
4 組切欠
5 連結金物
7 補強部材
9 始着ボルト
19 上部連結ボルト
29 終着ボルト
1 Strut 3 Digit 4 Assembly notch 5 Connection hardware 7 Reinforcement member 9 Initial bolt 19 Upper connection bolt 29 Final bolt

Claims (2)

中空に形成された支柱と桁とのうち、支柱の上端に桁が落とし込まれて嵌合する組切欠を設け、桁の端の下面に支柱に嵌まる連結金物をネジ止めする一方、連結金物を支柱にネジ止めしてなる支柱と桁との連結装置において、桁には、端部に筒形の補強部材を嵌合するとともに、端面よりも離れた箇所において始着ボルトにより予めネジ止めし、次いで、端面近くでは、前記連結金物をネジ止めする上部連結ボルトを、連結金物から桁と補強部材との双方に螺入し、さらに、前記始着ボルトと対となる高さ位置において、桁の端近くで終着ボルトを両側面に通して補強部材に螺入し、そのネジ止めが完結されていることを特徴とする金属製屋根組みの支柱と桁との連結装置。   Of the struts and girders that are formed hollow, a pair of notches are provided to fit the girder into the upper end of the struts, and the coupling hardware that fits into the struts is screwed to the lower surface of the end of the girder, while the coupling hardware In the strut-girder connecting device, which is screwed to the strut, a tubular reinforcing member is fitted to the end of the strut, and it is pre-screwed with an initial bolt at a location farther from the end face. Then, in the vicinity of the end face, an upper connecting bolt for screwing the connecting metal is screwed into both the beam and the reinforcing member from the connecting metal, and further, at a height position that is paired with the initial bolt, A connecting device for a column and a girder of a metal roof assembly, characterized in that the end bolts are passed through both side surfaces near the end and screwed into the reinforcing member and the screwing is completed. 連結金物がアルミ押出形材からなり、反転門形に形成してあることを特徴とする請求項1記載の金属製屋根組みの支柱と桁との連結装置。



















2. The apparatus for connecting a column and a girder of a metal roof assembly according to claim 1, wherein the connecting hardware is made of an aluminum extruded profile and is formed in an inverted gate shape.



















JP2006005509U 2006-07-10 2006-07-10 Metal roofing strut and girder connection device Expired - Fee Related JP3125462U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH046422U (en) * 1990-04-28 1992-01-21
JP2018135639A (en) * 2017-02-20 2018-08-30 Ykk Ap株式会社 Outdoor structure
JP2020122333A (en) * 2019-01-31 2020-08-13 株式会社ダイケン Eaves

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH046422U (en) * 1990-04-28 1992-01-21
JP2018135639A (en) * 2017-02-20 2018-08-30 Ykk Ap株式会社 Outdoor structure
JP2020122333A (en) * 2019-01-31 2020-08-13 株式会社ダイケン Eaves
JP7217162B2 (en) 2019-01-31 2023-02-02 株式会社ダイケン eaves

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