JPS63883Y2 - - Google Patents

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Publication number
JPS63883Y2
JPS63883Y2 JP1981028310U JP2831081U JPS63883Y2 JP S63883 Y2 JPS63883 Y2 JP S63883Y2 JP 1981028310 U JP1981028310 U JP 1981028310U JP 2831081 U JP2831081 U JP 2831081U JP S63883 Y2 JPS63883 Y2 JP S63883Y2
Authority
JP
Japan
Prior art keywords
girder
girders
wall
mounting
column
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
JP1981028310U
Other languages
Japanese (ja)
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JPS57140502U (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
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Priority to JP1981028310U priority Critical patent/JPS63883Y2/ja
Publication of JPS57140502U publication Critical patent/JPS57140502U/ja
Application granted granted Critical
Publication of JPS63883Y2 publication Critical patent/JPS63883Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、自転車格納庫或いはガレージ等の組
立建造物において、支柱と中桁と端桁との接続構
造に関するものである。
[Detailed Description of the Invention] The present invention relates to a connection structure between a support, a middle girder, and an end girder in an assembly building such as a bicycle hangar or a garage.

従来のこの種接続構造にあつては、第1図に示
す如く、左右取付片1a,1aを有する取付金具
1を支柱2の上端部にボルト3でもつて取付け、
この取付金具1の各取付片1aを、互に接合させ
た状態の桁4,5の各対向端部の前面部にボルト
6及びナツト(図示せず)を介して取付けてい
る。
In the conventional connection structure of this type, as shown in FIG.
Each mounting piece 1a of this mounting bracket 1 is attached to the front surface of each opposing end of the girders 4 and 5 which are joined to each other via bolts 6 and nuts (not shown).

ところが、端桁5は、支柱2に取付けた取付金
具1の取付片1aにボルト6・ナツトを介して片
持支持されているだけであるから、風圧あるいは
積雪等によつて作用される垂直荷重に対して極め
て弱く且つねじれ等が発生し易いといつた強度上
の欠点があり、また支柱2の上端部分が桁4,5
の前面から膨出するため、外観上も甚だ不体裁に
なるという欠点がある。
However, since the end girder 5 is only cantilever-supported by the mounting piece 1a of the mounting bracket 1 attached to the support column 2 via bolts 6 and nuts, the vertical load exerted by wind pressure, snow accumulation, etc. It has disadvantages in terms of strength, such as being extremely weak and prone to twisting, etc., and the upper end of the pillar 2 is
Since it bulges out from the front, it has the disadvantage of being extremely unsightly in appearance.

本考案は、上記欠点を解決すべくなされたもの
で、体裁が良くしかも強度的に優れた支柱と中桁
と端桁との接続構造を提供するものである。
The present invention has been made to solve the above-mentioned drawbacks, and provides a connection structure between a column, a middle girder, and an end girder, which has a good appearance and is excellent in strength.

本考案に係る自転車格納庫等の組立建造物にお
ける支柱と中桁と端桁との接続構造は、左右方向
に沿つて対向する中桁と端桁を、前壁と上下壁と
を備えた少なくとも断面コ字状に構成して、その
対向端部分を互に所定量嵌合状に重畳させるとと
もに、両桁の対向端部分を重畳させた状態におい
て支柱の上端部を挿入しうる開口が前記両桁の下
壁の対向端部を切欠くことによつて形成されてい
て、この開口を介して支柱の上端部を両桁の重畳
部分内に、前記開口の切欠端を支柱の側面に近接
もしくは接当させた状態で位置させ、両桁と支柱
を適宜の固定手段を介して接続させてあることを
特徴とするものである。
The connection structure between the support, the middle girder, and the end girder in an assembly structure such as a bicycle hangar according to the present invention is such that the middle girder and the end girder facing each other along the left and right direction are connected at least in cross section with a front wall and an upper and lower wall. The two girders are configured in a U-shape, with their opposing ends overlapping each other by a predetermined amount, and an opening into which the upper end of the column can be inserted while the opposing end portions of both girders are overlapped. It is formed by cutting out opposite ends of the lower wall, through which the upper end of the column can be inserted into the overlapping part of both girders, and the cutout end of the opening can be brought close to or in contact with the side surface of the column. It is characterized in that both girders and the support are connected through appropriate fixing means.

次に、一実施例を第2図〜第5図について説明
する。なお、この実施例は、本考案を、自転車格
納庫に適用した例に係り、以下においては、前記
格納庫の前部側の構造についてのみ説明し、前後
相対向ししかもこれと同一構造である後部側につ
いては説明を省略する。
Next, one embodiment will be described with reference to FIGS. 2 to 5. Note that this embodiment relates to an example in which the present invention is applied to a bicycle hangar, and below, only the structure on the front side of the hangar will be explained, and the structure on the rear side, which is opposite to the front and back and has the same structure, will be explained below. The explanation will be omitted.

すなわち、図において、11は左右方向に所定
間隔を隔てて所定数立設された金属板を折曲して
形成した中空方形状の支柱で、各支柱11とこれ
に対向する格納庫の後部側の支柱(図示せず)と
は、各々、その上端部に近い部分に取付板12を
介して取付けられた水平な中空方形状の梁13で
もつて、連結されている。各支柱11の上端部の
後面部には、バーリング加工或いはナツトサート
等により被螺着部11a,11aが形設されてい
る。
That is, in the figure, reference numeral 11 is a hollow rectangular support formed by bending a predetermined number of metal plates erected at a predetermined interval in the left-right direction. The columns (not shown) are each connected to each other by a horizontal hollow square beam 13 attached via a mounting plate 12 to a portion near the upper end thereof. At the rear surface of the upper end of each support column 11, threaded portions 11a, 11a are formed by burring, nutsert, or the like.

14は支柱11の上端部の左右面及び後面に嵌
合しうるコ字状部と該コ字状部の両端から左右方
向へ突設された一対の左右取付片14a,14a
を備えた板金製の取付金具で、この取付金具14
は、ボルト15,15を支柱の被螺着部11a,
11aに螺着させることにより、支柱11の上端
部に、これを抱持する如く取付られており、この
取付状態においては、左右取付片14a,14a
が支柱11の前面に面一状に沿つて左右方向に延
びている。
Reference numeral 14 denotes a U-shaped portion that can fit on the left and right surfaces and the rear surface of the upper end of the column 11, and a pair of left and right mounting pieces 14a, 14a that protrude from both ends of the U-shaped portion in the left-right direction.
This mounting bracket 14 is a sheet metal mounting bracket with
The bolts 15, 15 are connected to the threaded parts 11a,
11a, it is attached to the upper end of the column 11 so as to hold it, and in this attached state, the left and right mounting pieces 14a, 14a
extends in the left-right direction flush with the front surface of the support column 11.

また、16は隣合う支柱11,11の上端部間
に左右方向に沿つて取付けられる所定数の中桁
で、この中桁16は、前壁17及び上下壁18,
19を備えた断面コ字状に折曲成形された板金製
のものであり、さらに上下壁18,19の後端縁
から後壁20,21を対向状に連設してある。
Reference numeral 16 denotes a predetermined number of middle girders installed along the left-right direction between the upper ends of the adjacent columns 11, 11.
19, and is made of a sheet metal bent and formed into a U-shaped cross section, and rear walls 20, 21 are provided facing each other from the rear end edges of the upper and lower walls 18, 19.

各中桁16の下壁19の左右端部は、支柱11
の左右方向巾の半分に略相当する量だけ切欠いて
あつて、2つの中桁16,16を、前壁17,1
7及び上壁18,18を互に接当させた状態に、
接合させたときにおいて、対向する下壁19,1
9の切欠端19a,19b間に、前記支柱11の
上端部が略嵌合状態で挿入されうる開口22が形
成されるようになつている。なお、後壁20,2
1の左右端部も、下壁19の切欠端19a,19
bに上下方向において合致するように切欠いてあ
る。
The left and right ends of the lower wall 19 of each middle girder 16 are connected to the support columns 11
The two middle girders 16, 16 are cut out by an amount approximately equivalent to half of the width in the left and right direction of the front wall 17, 1.
7 and the upper walls 18, 18 are in contact with each other,
When joined, the opposing lower walls 19,1
An opening 22 is formed between the notched ends 19a and 19b of the support 9, into which the upper end of the support 11 can be inserted in a substantially fitted state. In addition, the rear wall 20, 2
The left and right ends of 1 are also cut out ends 19a, 19 of the lower wall 19
The cutout is made to match b in the vertical direction.

さらに、各中桁16の上壁18の左右方向の中
間部位には、前壁17寄りの位置に位置せしめて
左右方向に延びる細長矩形状の挿入孔23、及び
該挿入孔23の左右方向中央部に直対向する後方
位に位置せしめて固定具用の挿通孔24を、夫々
適当数穿設してあり、前記上壁18の左右端部に
は、前記挿入孔23及び挿通孔24の左右方向延
長線上に位置せしめて、夫々、挿入孔23の半分
を形成する挿入孔構成用切欠23a,23b及び
挿通孔24の半分を形成する挿通孔構成用切欠2
4a,24bを形設してあつて、前記した如く2
つの中桁16,16を接合させたときにおいて、
互に接合された挿入孔構成用切欠23a,23b
及び挿通孔構成用切欠24a,24bでもつて、
中央位の挿入孔23及び挿通孔24と同一の挿入
孔及び挿通孔が形成されるようになつている。な
お、中桁16の上壁18には、さらに左右端部に
形成した各挿通孔構成用切欠24a,24bの側
方近傍位に位置せしめて前記挿通孔24同様の取
付孔25a,25bが穿設されており、前壁17
の左右端部には、前記取付金具14の各取付片1
4aに穿設せる取付孔27,27に対応する取付
孔26,26が穿設されている。
Further, in the middle portion of the upper wall 18 of each middle girder 16 in the left-right direction, there is an insertion hole 23 in the shape of an elongated rectangle that is positioned near the front wall 17 and extends in the left-right direction, and in the center of the insertion hole 23 in the left-right direction. A suitable number of insertion holes 24 for fixing devices are bored in the rear position directly opposite the upper wall 18. Insertion hole configuration notches 23a and 23b which form half of the insertion hole 23 and insertion hole configuration notches 2 which form half of the insertion hole 24, respectively, are positioned on the direction extension line.
4a and 24b are formed, and as described above, 2
When the two middle girders 16, 16 are joined,
Insertion hole configuration notches 23a and 23b joined to each other
And also with the insertion hole configuration notches 24a and 24b,
The same insertion holes and insertion holes as the insertion holes 23 and 24 at the center are formed. Incidentally, the upper wall 18 of the middle girder 16 is further provided with mounting holes 25a, 25b similar to the insertion holes 24, located in the lateral vicinity of the respective insertion hole configuration notches 24a, 24b formed at the left and right ends. The front wall 17
Each mounting piece 1 of the mounting bracket 14 is attached to the left and right ends of the mounting bracket 14.
Attachment holes 26, 26 are drilled corresponding to the attachment holes 27, 27 drilled in 4a.

そして、このように左右対称形状に構成された
2つの中桁16,16は、その対向端部つまり前
壁17,17及び上壁18,18の対向端を接合
された状態であつて、且つ支柱11の上端部を、
下壁19,19の切欠端19a,19b間に形成
された開口22から中桁16,16の接合部分内
に位置させると共に上壁18,18の接合部分に
接当させた状態で、前記した如く支柱11の上端
部に取付けられた取付金具14の各取付片14a
を、各前壁17の背面部つまり後面部に、前壁1
7及び取付片14aの取付孔26,27を介して
ボルト28、ナツト29により取付けることによ
つて、支柱11の上端部に取付けられるのであ
る。
The two middle girders 16, 16 configured in a bilaterally symmetrical shape in this manner are in a state where their opposing ends, that is, the opposing ends of the front walls 17, 17 and the upper walls 18, 18 are joined, and The upper end of the pillar 11,
The opening 22 formed between the notch ends 19a, 19b of the lower walls 19, 19 is located within the joint portion of the middle girders 16, 16, and in contact with the joint portion of the upper walls 18, 18, as described above. Each mounting piece 14a of the mounting bracket 14 attached to the upper end of the support column 11
, on the back surface of each front wall 17,
7 and the mounting holes 26, 27 of the mounting piece 14a with bolts 28 and nuts 29, thereby attaching it to the upper end of the support column 11.

したがつて、このような支柱11と中桁16,
16との取付構造にあつては、支柱11の上端部
及び取付金具14が中桁16,16の接合部分内
に位置されていて、中桁16,16の前面側に露
出されていないから、外観上極めて体裁が良い。
しかも、支柱11の前面が前壁17,17の後面
に接当されており、且つ前壁17の厚みは極くわ
ずかであるから、支柱11の前面と中桁16,1
6の前面とは略面一状となつて、外観上の体裁が
更に良好となる。
Therefore, such a support 11 and a middle girder 16,
16, the upper end of the support column 11 and the mounting bracket 14 are located within the joint between the middle girders 16, 16, and are not exposed on the front side of the middle girders 16, 16. It looks extremely good in appearance.
Moreover, since the front surface of the column 11 is in contact with the rear surface of the front walls 17, 17, and the thickness of the front wall 17 is extremely small, the front surface of the column 11 and the middle girders 16, 1
It is substantially flush with the front surface of 6, and the appearance is even better.

また、支柱11の上端部が中桁16,16の接
合部分内に位置されており、且つ取付金具14つ
まり各取付片14aが各前壁17の後面部に取付
けられているから、支柱11及び取付金具14を
中桁16の前面側に取付けた場合に比して、各中
桁16に作用する垂直荷重に対して強く且つねじ
た等の発生を極力防止できて、強度上有利とな
る。しかも、前記せる如く、支柱11の上端を上
壁18,18の接合部分に接当させておき、これ
を受止め支持させておくと、前記強度上の利点は
更に顕著となる。さらに、各下壁19の切欠端1
9a,19bを支柱11の側面部に接当若しくは
近接させておいたり、取付金具14の各取付片1
4aをも各上壁18に接当させておくと、強度的
に更に有効なものとなる。
Further, since the upper end of the support column 11 is located within the joint between the middle girders 16 and 16, and the mounting bracket 14, that is, each mounting piece 14a is attached to the rear surface of each front wall 17, the support support 11 and Compared to the case where the mounting bracket 14 is attached to the front side of the middle girder 16, it is strong against the vertical load acting on each middle girder 16, and the occurrence of twisting etc. can be prevented as much as possible, which is advantageous in terms of strength. Furthermore, as described above, if the upper end of the support column 11 is brought into contact with the joint portion of the upper walls 18, 18, and this is received and supported, the above-mentioned strength advantage becomes even more remarkable. Furthermore, the cutout end 1 of each lower wall 19
9a and 19b are brought into contact with or close to the side surface of the support 11, and each mounting piece 1 of the mounting bracket 14 is
4a also in contact with each upper wall 18, the strength becomes even more effective.

また、支柱11と中桁16,16との取付作業
に当つては、隣合う支柱11,11に取付けた各
取付金具14の各取付片14aでもつて中桁16
の上壁18の左右端部分を載置支持させておくこ
とができ、取付金具14が中桁16の位置決め仮
保持用の用具としての機能を果たすから、上記取
付作業を極めて容易に行うことができて便利であ
る。
In addition, when installing the support columns 11 and the middle girders 16, 16, each mounting piece 14a of each mounting bracket 14 attached to the adjacent support supports 11, 11 should be
Since the left and right end portions of the upper wall 18 can be placed and supported, and the mounting bracket 14 functions as a tool for positioning and temporarily holding the middle girder 16, the above-mentioned mounting work can be carried out extremely easily. It's convenient to do.

さらに、前記した如く中桁16は、これを左右
対称形状に構成しておくと、間口左右巾の異なる
連棟型の自転車格納庫の何れにも共通部材として
用いることができ、さらに一旦組立てられた自転
車格納庫を拡張或いは縮小する場合にも、これを
簡単に行うことができて便利である。
Furthermore, as described above, if the middle girder 16 is configured in a symmetrical shape, it can be used as a common member in any of the multi-building type bicycle hangars with different frontage widths. It is also convenient when expanding or contracting the bicycle hangar because it can be done easily.

また、30は支柱より側端方の屋根を支持する
部材であつて、最右寄りの中桁16の右端部に接
続される右側の端桁であり、この端桁30は、前
壁31及び上下壁32,33を備えた断面コ字状
に折曲成形された板金製のものであり、さらに上
下壁32,33の後端縁から後壁34,35を対
向状に連設してあり、右端部を側壁36で閉塞し
てある。なお、端桁30の右端側の下面部分は若
干傾斜状に形成されており、前壁31、下壁3
3、後壁35の各左端側部分もこれに応じて形成
されている。
Reference numeral 30 is a member that supports the roof on the side end side of the pillar, and is the right end girder connected to the right end of the rightmost middle girder 16. This end girder 30 is connected to the front wall 31 and the top and bottom It is made of sheet metal and is bent and formed into a U-shaped cross section with walls 32 and 33, and further has rear walls 34 and 35 facing each other from the rear end edges of the upper and lower walls 32 and 33, The right end portion is closed with a side wall 36. Note that the lower surface portion on the right end side of the end girder 30 is formed in a slightly inclined shape, and the front wall 31 and the lower wall 3
3. Each left end side portion of the rear wall 35 is also formed accordingly.

そして、上壁32の前後巾は前記中桁16の上
壁18の前後巾よりも若干大きく設定されてい
て、端桁30の左端部分を、中桁16の右端部分
に、端桁30の上壁32の下面を中桁16の上壁
18の上面に及び前者の前壁31の後面を後者の
前壁17の前面に並びに前者の後壁34の前面を
後者の後壁20の後面に夫々接触させた状態で、
中桁16の前壁17の右端側に穿設せる取付孔2
6が端桁30の前壁31の左端より若干右方へ入
り込む位置まで嵌挿せしめうるように構成してあ
る。なお、端桁30の前壁31及び後壁34の上
下巾は、上記した嵌合状態において、前壁31及
び後壁34の各下端縁が中桁16の前壁17及び
後壁20の各下端縁と各々一致するように設定し
てあり、端桁30の後壁34の上下巾も、その上
端縁が中桁16の後壁21の上端縁に一致するよ
うに設定してある。
The longitudinal width of the upper wall 32 is set to be slightly larger than the longitudinal width of the upper wall 18 of the middle girder 16, and the left end portion of the end girder 30 is connected to the right end portion of the middle girder 16, and the upper wall of the end girder 30 is The lower surface of the wall 32 is connected to the upper surface of the upper wall 18 of the middle girder 16, the rear surface of the former front wall 31 is connected to the front surface of the latter front wall 17, and the front surface of the former rear wall 34 is connected to the rear surface of the latter rear wall 20. While in contact with
Mounting hole 2 to be drilled on the right end side of the front wall 17 of the middle girder 16
6 can be inserted into the front wall 31 of the end beam 30 to a position slightly to the right of the left end thereof. Note that the vertical widths of the front wall 31 and the rear wall 34 of the end beam 30 are such that, in the above-described fitted state, each of the lower edges of the front wall 31 and the rear wall 34 is as wide as each of the front wall 17 and the rear wall 20 of the middle beam 16. The upper and lower widths of the rear wall 34 of the end beam 30 are also set so that the upper edge thereof coincides with the upper edge of the rear wall 21 of the middle beam 16.

さらに、端桁30の前壁31には、前記した如
く両桁16,30を嵌合させた状態において、前
記取付孔26,26に合致する取付孔37,37
を穿設してあり、且つ該取付孔37から右方へ前
記取付金具14の左右取付片14a,14aの各
取付孔27,27の左右間隔に相当する量だけ離
間した位置にも、同一の取付孔37′,37′を穿
設してある。
Further, in the front wall 31 of the end beam 30, there are mounting holes 37, 37 that match the mounting holes 26, 26 when both the beams 16, 30 are fitted as described above.
The same hole is provided at a position spaced to the right from the mounting hole 37 by an amount corresponding to the left-right distance between the mounting holes 27, 27 of the left and right mounting pieces 14a, 14a of the mounting bracket 14. Mounting holes 37', 37' are bored.

また、端桁30の下壁33の左端部は、両桁1
6,30を嵌合させた状態において、中桁16の
下壁19の切欠端19aとの間に前記開口22と
同様の開口38が形成されるように切欠いてあ
る。なお、端桁30の後壁35の左端部も、前記
下壁33の切欠端33aに連らならせて切欠いて
ある。
In addition, the left end of the lower wall 33 of the end girder 30 is connected to both girders 1
6 and 30 are fitted together, an opening 38 similar to the opening 22 is formed between the lower wall 19 of the middle beam 16 and the notched end 19a. Note that the left end portion of the rear wall 35 of the end beam 30 is also cut out so as to be continuous with the cutout end 33a of the lower wall 33.

また、端桁30の上壁32には、両桁16,3
0を嵌合させた状態において、中桁16の上壁1
8に形成せる挿入孔構成用切欠23a及び挿通孔
構成用切欠24aに夫々その左半部が合致せしめ
られる。前記挿入孔23及び挿通孔24と同一の
挿入孔39及び挿通孔40を穿設してあると共
に、右端寄りの箇所にもこれと同一の挿入孔41
及び挿通孔42を穿設してあり、さらに前記上壁
18の取付孔25aに合致する取付孔43、及び
該取付孔43に前記挿通孔40に対して対称する
位置に同一の取付孔44を夫々穿設してある。
Also, on the upper wall 32 of the end girder 30, both girders 16, 3
0 is fitted, the upper wall 1 of the middle girder 16
The left half portions thereof are made to match with the insertion hole forming notch 23a and the insertion hole forming notch 24a formed in the hole 8, respectively. The same insertion holes 39 and 40 as the insertion holes 23 and 24 are provided, and the same insertion holes 41 are also provided near the right end.
and an insertion hole 42 are drilled therein, and an attachment hole 43 that matches the attachment hole 25a of the upper wall 18, and an identical attachment hole 44 in the attachment hole 43 at a symmetrical position with respect to the insertion hole 40. Each hole is drilled.

そして、このように構成された右側の端桁30
と最右寄りの中桁16とは、その対向端部分を互
に所定量嵌合状に重畳させた状態で、前記した中
桁16,16の場合と同様の固定手段を介して接
続されるのである。
Then, the right end girder 30 configured in this way
and the rightmost middle girder 16 are connected via the same fixing means as in the case of the above-mentioned middle girders 16, 16, with their opposing end portions overlapping each other by a predetermined amount. be.

すなわち、両桁16,30を前記した状態に嵌
合させ、両下壁19,33の切欠端19a,33
a間に形成された開口38から、支柱11の上端
部を両桁16,30の重畳部分内に位置させた状
態で、支柱11に取付けた取付金具14の各取付
片14aを、中桁16の前壁17の後面部又端桁
30の前壁31の後面部に、取付孔37,26,
27又37′,27を介して各々ボルト28、ナ
ツト29により取付けることによつて、両桁1
6,30が支柱11の上端部を介挿した状態で接
続される。なお、支柱11の上端は、その左半部
が中桁16の上壁18に接当している。
That is, both the girders 16 and 30 are fitted in the above-described state, and the notched ends 19a and 33 of both the lower walls 19 and 33 are
From the opening 38 formed between the middle girder 16 and the middle girder 16, each mounting piece 14a of the mounting bracket 14 attached to the strut 11 is inserted through the opening 38 formed between the middle girders 16 and 30. Attachment holes 37, 26,
27 or 37', 27 with bolts 28 and nuts 29, both girders
6 and 30 are connected with the upper end of the support column 11 interposed therebetween. Note that the left half of the upper end of the support column 11 is in contact with the upper wall 18 of the middle girder 16.

したがつて、このような中桁16と端桁30と
の接続構造にあつては、端桁30が片持状に取付
けられているにも拘わらず、両桁16,30が、
単に接合されているのではなく、所定量互に嵌合
された状態で接続されているから、中桁16が端
桁30の補強部材として作用し、格別補強部材を
設けなくても、端桁30に作用する垂直荷重に対
して強く且つねじれ等の発生を極力防止できて、
強度上有利となる。
Therefore, in such a connection structure between the middle girder 16 and the end girder 30, even though the end girder 30 is installed in a cantilevered manner, both girders 16 and 30
Because they are not simply joined, but are connected by being fitted into each other by a predetermined amount, the middle girder 16 acts as a reinforcing member for the end girder 30, and the end girder 30 does not need to be provided with a special reinforcing member. It is strong against vertical loads acting on the 30 and can prevent twisting etc. as much as possible.
It is advantageous in terms of strength.

しかもこの利点は、端桁30の下壁33に形成
した切欠端33aを、第3図のように支柱11の
側面に近接(もしくは接当)させるようにしてい
るから、強度上更に一層有利となる。すなわち、
前記切欠端33aが支柱11の側面に近接(もし
くは接当)されていると、垂直荷重により端桁3
0が大きく変形しようとしても、切欠端33aと
支柱11との接当により端桁30の変形が規制さ
れ、端桁30に作用する垂直荷重が支柱11に受
支されて、端桁30の片持支持強度及びねじれ強
度を大幅に向上できるのである。
Moreover, this advantage is even more advantageous in terms of strength because the notched end 33a formed in the lower wall 33 of the end girder 30 is brought close to (or in contact with) the side surface of the support column 11 as shown in FIG. Become. That is,
When the notched end 33a is close to (or in contact with) the side surface of the support column 11, the end girder 3
Even if the end girder 30 tries to deform greatly, the deformation of the end girder 30 is restricted by the contact between the notch end 33a and the support column 11, and the vertical load acting on the end girder 30 is supported by the support column 11, so that one piece of the end girder 30 is The supporting strength and torsional strength can be greatly improved.

なおこの強度上の利点は、前記した支柱11と
中桁16,16との取付構造と同様に、両桁1
6,30の接続部分を支柱11の上端部に取付金
具14を介して取付けておくことによつて、更に
顕著となる。なお、この理由は、前記支柱11と
中桁16,16との取付構造におけると全く同一
である。
Note that this strength advantage is similar to the above-mentioned mounting structure between the support column 11 and the middle girders 16, 16.
This becomes even more noticeable by attaching the connecting portions 6 and 30 to the upper end of the support column 11 via the mounting bracket 14. The reason for this is exactly the same as in the mounting structure between the support column 11 and the middle beams 16, 16.

ところで、前記両桁16,30の接続構造にお
いて、支柱11の上端の右半部と端桁30の上壁
32とは互に接触しておらず、両者間には中桁1
6の上壁18の厚み分だけ〓間が生じており(第
3図参照)、また取付金具14の取付片14aと
端桁30の前壁31との間にも、中桁16の前壁
17の厚み分だけ〓間が生じる(第4図参照)こ
とになるが、これらの〓間の存在によつて前記利
点が消失する虞れは皆無である。すなわち、前記
各〓間は中桁16の各壁の厚み分だけであつて極
くわずかなものであり、且つ前者については、端
桁30の上壁32が中桁16の上壁18と共に支
柱11の上端の左半部で受止め支持されているこ
とから、支柱11による受止め支持効果に何ら影
響を与えることがなく、また後者については、ボ
ルト28,ナツト29の締付作用によつて前記〓
間を解消できるのである。さらに、前記各〓間の
解消は、その〓間部分に各壁と同一厚みのスペー
サ例えば第4図に示す如きスペーサ45を介挿し
ておくことによつて、簡単に行うことができる。
By the way, in the connection structure of both girders 16 and 30, the right half of the upper end of the support column 11 and the upper wall 32 of the end girder 30 do not contact each other, and there is a middle girder 1 between them.
There is a gap equal to the thickness of the upper wall 18 of the middle beam 16 (see FIG. 3), and there is also a gap between the mounting piece 14a of the mounting bracket 14 and the front wall 31 of the end beam 30. Although gaps will be created by the thickness of 17 (see FIG. 4), there is no possibility that the above advantages will be lost due to the existence of these gaps. That is, the distance between each of the ends is only the thickness of each wall of the middle girder 16 and is extremely small, and in the former case, the upper wall 32 of the end girder 30 is connected to the support column together with the upper wall 18 of the middle girder 16. Since it is received and supported by the left half of the upper end of the column 11, it does not affect the receiving and supporting effect of the support column 11 in any way, and the latter is supported by the tightening action of the bolt 28 and nut 29. Said〓
It is possible to eliminate the gap. Further, the above-mentioned gaps can be easily eliminated by inserting a spacer having the same thickness as each wall, for example, a spacer 45 as shown in FIG. 4, between the gaps.

また、両桁16,30の重畳部分内に支柱11
の上端部及び取付金具14が位置されていること
から、前記支柱11と中桁16,16との取付構
造におけると同様に、外観上の体裁が極めて良
い。
In addition, the support column 11 is located within the overlapped portion of both girders 16 and 30.
Since the upper end of the upper end and the mounting bracket 14 are located, the appearance is extremely good, similar to the mounting structure between the support column 11 and the middle girders 16, 16.

さらに、組立に当つては、両桁16,30を嵌
合させておくことから、両桁16,30の位置決
め、仮保持を容易に行うことができ、作業上有利
である。
Further, during assembly, since both the girders 16 and 30 are fitted together, the positioning and temporary holding of both the girders 16 and 30 can be easily performed, which is advantageous in terms of work.

なお、前記実施例においては、中桁16を端桁
30に嵌入させるようにしたが、その逆でもよ
い。
In the above embodiment, the middle beam 16 was fitted into the end beam 30, but the opposite may be used.

次に、以上のようにして支柱11の上端部に取
付けられた中桁16及び端桁30の各上壁18,
32に、前後方向に延びる多数の断面一様台形状
の山部47a,47a…を矩形状の連結部47b
を介して左右方向に一定間隔を隔てて連設してな
る板金製の折板屋根47を、屋根受金具48を介
して取付ける折板屋根取付構造について説明す
る。
Next, each upper wall 18 of the middle girder 16 and the end girder 30 attached to the upper end of the support column 11 as described above,
32, a large number of peaks 47a, 47a, .
A folded plate roof mounting structure in which folded plate roofs 47 made of sheet metal, which are arranged in a row at regular intervals in the left and right direction, are attached via roof holders 48 will be described.

すなわち、屋根受金具48は、折板屋根47の
山部47aに嵌入しうる台形状で且つ立直状の支
壁49と、該支壁49の上端から後方へ水平に突
設された矩形状の屋根受片50と、前記支壁49
の下端の左右端部から後方へ水平に突設された一
対の矩形状の支持片51,51と、該支壁49の
下端の中央部から後方へ階段状に突設された、立
上り垂直状の係合部52a及び水平状の取付部5
2bを有する矩形板状の取付片52と、を備えた
形状に折曲成形された板金製のものである。な
お、前記支壁49には補強部49aが、また支壁
49と支持片51との接合部分には補強部49b
が夫々形成してある。
That is, the roof bracket 48 has a trapezoidal and upright support wall 49 that can fit into the peak 47a of the folded plate roof 47, and a rectangular support wall 49 that projects horizontally from the upper end of the support wall 49 to the rear. The roof support piece 50 and the support wall 49
A pair of rectangular supporting pieces 51, 51 horizontally projecting rearward from the left and right ends of the lower end, and a rising vertical support piece 51 projecting rearward from the center of the lower end of the support wall 49 in a step-like manner. The engaging part 52a and the horizontal mounting part 5
It is made of sheet metal and is bent and formed into a shape including a rectangular plate-shaped mounting piece 52 having 2b. The supporting wall 49 has a reinforcing portion 49a, and the connecting portion between the supporting wall 49 and the supporting piece 51 has a reinforcing portion 49b.
are formed respectively.

前記屋根受片50には、所定長さの剣先ボルト
53を上方へ向けて突出状に固定保持させてあ
る。剣先ボルト53の下端部は、屋根受片50に
かしめ加工によつて固着してあるが、溶接等によ
り固着させておいてもよい。
A tip bolt 53 of a predetermined length is fixedly held on the roof support piece 50 so as to project upward. The lower end of the tip bolt 53 is fixed to the roof support piece 50 by caulking, but it may also be fixed by welding or the like.

また、前記取付片52の取付部52bには、バ
ーリング加工或いはナツトサートにより被螺着部
54が形設されており、各支持片51には、固定
具用の挿通孔51aが穿設されている。なお、前
記中桁16,16の接合せる挿通孔構成用切欠2
4a,24bでもつて形成された挿通孔(又は端
桁30の挿通孔40)とその左右に位置する挿通
孔25a,25b(又は端桁30の挿通孔43,
44)との位置関係は、前記屋根受金具48にお
ける、被螺着部54とその左右に位置する挿通孔
51a,51aとの平面視での位置関係に一致せ
しめられており、また、中桁16の挿入孔23
(又は接合せる挿入孔構成用切欠23a,23b
でもつて形成された挿入孔、端桁30の挿入孔3
9,41)と挿通孔24(又は接合せる挿通孔構
成用切欠24a・24b、端桁30の挿通孔4
0,42)との位置関係は、前記屋根受金具48
における、係合部52aと被螺着部54との平面
視での位置関係に略一致せしめられており、前記
挿入孔23(又は接合せる挿入孔構成用切欠23
a・23b、端桁30の挿入孔39,41)は、
被螺着部54を備えた取付片52を挿通させうる
程度の細長矩形状とされている。なお、前記挿通
孔25a,25bは中桁16の左右端部にのみ、
また前記挿通孔43,44は端桁30の左端部に
のみ形成されている。
Further, a threaded portion 54 is formed in the mounting portion 52b of the mounting piece 52 by burring or nut-sert, and each support piece 51 is provided with an insertion hole 51a for a fixing device. . In addition, the notch 2 for configuring the insertion hole to which the middle girders 16, 16 are joined
4a, 24b (or the insertion hole 40 of the end beam 30) and the insertion holes 25a, 25b (or the insertion hole 43 of the end beam 30) located on the left and right sides thereof.
44) is made to match the positional relationship in plan view between the screwed part 54 and the insertion holes 51a located on the left and right sides of the screwed part 54 in the roof bracket 48. 16 insertion holes 23
(or notches 23a, 23b for configuring insertion holes to be joined)
Insertion hole formed with the insertion hole 3 of the end beam 30
9, 41) and the insertion hole 24 (or the insertion hole configuration notches 24a and 24b to be joined, the insertion hole 4 of the end beam 30)
0, 42) is the roof bracket 48.
The engagement portion 52a and the screwed portion 54 are made to substantially match the positional relationship in plan view in the insertion hole 23 (or the insertion hole forming notch 23 to be joined).
a, 23b, insertion holes 39, 41) of the end girder 30,
It has an elongated rectangular shape that allows a mounting piece 52 having a threaded portion 54 to be inserted therethrough. Note that the insertion holes 25a and 25b are provided only at the left and right ends of the middle girder 16,
Further, the insertion holes 43 and 44 are formed only at the left end portion of the end beam 30.

そして以上のように構成された各屋根受金具4
8は、各取付片52を前記各挿入孔23,23
a・23b,39,41から挿入させて、各取付
部52bを各桁16,30の上壁18,32の下
面側にもたらすと共に各一対の支持片51,51
を各桁16,30の上壁18,32上に載置させ
た上、各取付部52bの被螺着部54に各挿通孔
24,24a・24b,40,42を介してボル
ト56を各々螺着させることによつて、各桁1
6,30の上壁18,32に取付けられる。各取
付片52の係合部52aは、各々、各挿入孔2
3,23a・23b,39,41に挿通係合され
て、不測に回動されることがない。
And each roof bracket 4 configured as above
8, each mounting piece 52 is inserted into each of the insertion holes 23, 23.
a.23b, 39, 41, and bring each mounting portion 52b to the lower surface side of the upper wall 18, 32 of each girder 16, 30, and each pair of support pieces 51, 51.
are placed on the upper walls 18, 32 of each girder 16, 30, and then the bolts 56 are inserted into the screwed parts 54 of each mounting part 52b through the respective insertion holes 24, 24a, 24b, 40, 42. By screwing each digit 1
6, 30 are attached to the upper walls 18, 32. The engaging portion 52a of each mounting piece 52 is connected to each insertion hole 2.
3, 23a, 23b, 39, and 41 so that it is not accidentally rotated.

なお、2つの桁16,16又16,30の接合
箇所においては、各一対の支持片51,51を、
各桁16,30の上壁18,32に、各々、各取
付孔25a,25b,43,44を介してボルト
57、ナツト58によつて固定してあつて、両桁
16,16又16,30の接続の強力化及び各挿
入孔構成用切欠23a,23b、挿通孔構成用切
欠24a,24bの接合の適正化を更に図つてあ
る。また前記各接合箇所においては、各取付部5
2bが各支柱11の上端開口部内に位置されてい
る。
In addition, at the joints of the two girders 16, 16 or 16, 30, each pair of support pieces 51, 51 are
Each girder 16, 30 is fixed to the upper wall 18, 32 through each mounting hole 25a, 25b, 43, 44 with a bolt 57 and a nut 58, and both girders 16, 16 or 16, Further, the connection of the holes 30 is strengthened, and the notches 23a, 23b for forming the insertion holes and the notches 24a, 24b for forming the insertion holes are properly joined. In addition, at each joint location, each mounting portion 5
2b is located within the upper end opening of each post 11.

さらに、このようにして各桁16,30の上壁
18,32に取付けられた各屋根受金具48に
は、前記折板屋根47が、その山部47aを支壁
49及び屋根受片50に被冠させ且つその連結部
47bを各桁16,30の上壁18,32に載置
させた状態で取付けられる。この取付けは、通例
の場合におけると同様に、折板屋根47を人為的
に押圧若しくは叩打して、折板屋根47に各剣先
ボルト53を貫通させた上、この各剣先ボルト5
3に各々座金59を介在させてナツト60を螺着
させることによつて行われる。なお、61はコ字
状の破風で、この破風61は、その下壁を端桁3
0の下壁33の端部に取付けられると共に、その
上壁を端桁30の端部の屋根受金具48に折板屋
根47と共に取付けられる。この破風61取付け
用の屋根受金具48は、第2図に示す如く、端部
を若干切欠いてある。
Further, each of the roof brackets 48 attached to the upper walls 18, 32 of each girder 16, 30 in this manner has the folded plate roof 47 with its mountain portion 47a attached to the supporting wall 49 and the roof bracket 50. It is mounted with the connecting portion 47b placed on the upper wall 18, 32 of each girder 16, 30. In this installation, as in the usual case, the folded plate roof 47 is artificially pressed or hammered to pass each tip bolt 53 through the folded plate roof 47.
This is done by screwing a nut 60 onto each of the holes 3 and 3 with a washer 59 interposed therebetween. In addition, 61 is a U-shaped gable, and this gable 61 has its lower wall connected to the end girder 3.
0, and its upper wall is attached to the roof bracket 48 at the end of the end girder 30 together with the folded plate roof 47. As shown in FIG. 2, the roof bracket 48 for attaching the gable 61 has a slightly notched end.

このような折板屋根取付構造にあつては、屋根
受金具48が、桁16,30の上壁18,32に
溶着することなく一つの固定具つまりボルト56
でもつて簡単に取付けることができ、しかも屋根
受金具48の係合部52aが細長矩形状の挿入孔
23,23a・23b,39,41に係合されて
いるから、ボルト56回りで不測に回動される虞
れがない。さらに、屋根受金具48は、一対の支
持片51,51を桁16,30の上壁18,32
に載置させてあるから、不測に傾動される虞れも
ない。
In such a folded plate roof mounting structure, the roof bracket 48 is not welded to the upper walls 18, 32 of the girders 16, 30, but is attached to one fixing device, that is, the bolt 56.
It can be easily installed by holding it, and since the engaging part 52a of the roof bracket 48 is engaged with the elongated rectangular insertion hole 23, 23a, 23b, 39, 41, there is no possibility of accidental rotation around the bolt 56. There is no risk of being moved. Further, the roof bracket 48 connects the pair of support pieces 51, 51 to the upper walls 18, 32 of the girders 16, 30.
Since it is placed on the table, there is no risk of it being accidentally tilted.

したがつて、屋根受金具48は、桁16,30
の上壁18,32にわずか一本のボルト56でも
つて簡単に且つ安定に取付けられ、このことか
ら、折板屋根47の取付けが、作業能率を高めな
がら、極めて安定した状態で行われる。なお、桁
16,16又16,30の接合箇所においては、
屋根受金具48の一対の支持片51,51をもボ
ルト57,ナツト58でもつて桁16,30に取
付けたが、これは必ずしも必要とされるものでは
ない。また、屋根受金具48の数及び取付箇所
は、前記実施例に限定されず、折板屋根47の形
状等に応じて任意とできること勿論である。
Therefore, the roof bracket 48 is connected to the beams 16, 30.
The folded plate roof 47 can be easily and stably attached to the upper walls 18, 32 with only one bolt 56, and therefore the folded plate roof 47 can be attached in an extremely stable state while increasing work efficiency. In addition, at the joints of girders 16, 16 or 16, 30,
Although the pair of supporting pieces 51, 51 of the roof bracket 48 are also attached to the girders 16, 30 with bolts 57 and nuts 58, this is not necessarily required. Further, the number of roof brackets 48 and the mounting locations are not limited to those in the embodiment described above, and can of course be arbitrarily determined depending on the shape of the folded plate roof 47 and the like.

また、屋根受金具48の支壁49の形状も任意
であるが、前記した如く折板屋根47の山部47
aに嵌合しうる形状としておくと、この両者47
a,49の嵌合作用によつて、折板屋根47の屋
根受金具48への取付状態がより安定化されると
共に、屋根受金具48がいわゆる面戸機能をも併
せて果たすことになつて、有利である。
Further, the shape of the support wall 49 of the roof support fitting 48 is also arbitrary, but as described above, the peak part 49 of the folded plate roof 47
If the shape is such that it can fit into a, both 47
Due to the fitting action of a and 49, the attachment state of the folded plate roof 47 to the roof bracket 48 is made more stable, and the roof bracket 48 also functions as a so-called side door. , is advantageous.

なお、本考案は、自転車格納庫の他、ガレージ
等の組立建造物にも前記同様好適に適用しうるこ
と勿論である。
It goes without saying that the present invention can be suitably applied not only to bicycle hangars but also to prefabricated buildings such as garages.

以上の説明からも容易に理解できるように、本
考案の支柱と中桁と端桁との接続構造は、中桁と
端桁とを、単に接合させるのではなく、その対向
端部分を互に所定量嵌合状に重畳させて接続させ
てあるから、片持状の端桁に作用する垂直荷重に
対して中桁を端桁の補強部材として機能させるこ
とができる。しかも端桁の下壁に形成した開口の
切欠端を支柱の側面に近接もしくは接当させるよ
うにしているから、垂直荷重により端桁が大きく
変形しようとしても切欠端と支柱側面との接当に
より端桁の変形が規制され、端桁に作用される垂
直荷重に対して十分対抗させることができる。従
つて、これら中桁の補強部材としての作用および
切欠端と支柱による端桁の変形規制作用によつ
て、端桁が片持状態であるも、何ら格別な補強部
材を要することなく、垂直荷重に対して強く且つ
ねじれ等の発生を極力防止でき、強度上極めて有
利なものである。
As can be easily understood from the above explanation, the connection structure of the column, middle girder, and end girder of the present invention does not simply connect the middle girder and the end girder, but rather connects their opposing ends to each other. Since they are connected by being overlapped by a predetermined amount, the middle girder can function as a reinforcing member for the end girder against the vertical load acting on the cantilevered end girder. Moreover, since the notched end of the opening formed in the lower wall of the end girder is placed close to or in contact with the side surface of the support column, even if the end girder is significantly deformed due to a vertical load, the notch end and the side surface of the support column come into contact with each other. The deformation of the end girder is regulated, and the vertical load applied to the end girder can be sufficiently resisted. Therefore, due to the action of these middle girders as reinforcing members and the deformation control action of the end girders by the notched ends and columns, even if the end girders are in a cantilevered state, the vertical load can be handled without the need for any special reinforcing members. It is extremely strong in terms of strength, and can prevent twisting as much as possible.

また、本考案の接続構造によれば、中桁と端桁
の重畳部分内に支柱の上端部を位置させて、両桁
と支柱を適宜の固定手段を介して接続させている
から、中桁と支柱の本数を適宜増減するだけで、
組立建造物の長さを自由に設定できる。
In addition, according to the connection structure of the present invention, the upper end of the column is located within the overlapped part of the middle girder and the end girder, and both girders and the column are connected via appropriate fixing means. Just by increasing or decreasing the number of pillars as appropriate,
You can freely set the length of the assembled building.

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

第1図は従来の中桁と端桁との接続構造を示す
前面側から視た斜視図であり、第2図〜第5図は
本考案に係る接続構造を備えた組立建造物の一例
を示したもので、第2図は後面側から視た分解斜
視図、第3図は組立状態を示す縦断背面図、第4
図は第3図の−線に沿う横断平面図、第5図
は第3図の−線に沿う縦断側面図である。 16……中桁、11……支柱、14……取付金
具、28……ボルト、29……ナツト(固定手
段)、30……端桁、33a……切欠端、38…
…開口。
Fig. 1 is a perspective view of a conventional connection structure between a middle girder and an end girder, viewed from the front side, and Figs. 2 to 5 show an example of an assembled building equipped with the connection structure according to the present invention. Fig. 2 is an exploded perspective view seen from the rear side, Fig. 3 is a longitudinal rear view showing the assembled state, and Fig. 4 is an exploded perspective view as seen from the rear side.
3 is a cross-sectional plan view taken along the line - in FIG. 3, and FIG. 5 is a vertical cross-sectional side view taken along the line - in FIG. 3. 16... Middle girder, 11... Pillar, 14... Mounting bracket, 28... Bolt, 29... Nut (fixing means), 30... End girder, 33a... Notch end, 38...
...opening.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 左右方向に沿つて対向する中桁と端桁を、前壁
と上下壁とを備えた少なくとも断面コ字状に構成
して、その対向端部分を互に所定量嵌合状に重畳
させるとともに、両桁の対向端部分を重畳させた
状態において支柱の上端部を挿入しうる開口が前
記両桁の下壁の対向端部を切欠くことによつて形
成されていて、この開口を介して支柱の上端部を
両桁の重畳部分内に、前記開口の切欠端を支柱の
側面に近接もしくは接当させた状態で位置させ、
両桁と支柱を適宜の固定手段を介して接続させて
あることを特徴とする自転車格納庫等の組立建造
物における支柱と中桁と端桁との接続構造。
A middle girder and an end girder that face each other along the left and right direction are configured to have at least a U-shaped cross section with a front wall and an upper and lower wall, and the opposing end portions are overlapped with each other by a predetermined amount, An opening into which the upper end of the column can be inserted in a state in which the opposing end portions of both girders are overlapped is formed by cutting out the opposing ends of the lower walls of both girders, and the column is inserted through this opening. The upper end is located within the overlapping portion of both girders, and the cutout end of the opening is located close to or in contact with the side surface of the support column,
A connection structure between a column, a middle girder, and an end girder in an assembled building such as a bicycle hangar, characterized in that both girders and the column are connected via appropriate fixing means.
JP1981028310U 1981-02-28 1981-02-28 Expired JPS63883Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1981028310U JPS63883Y2 (en) 1981-02-28 1981-02-28

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1981028310U JPS63883Y2 (en) 1981-02-28 1981-02-28

Publications (2)

Publication Number Publication Date
JPS57140502U JPS57140502U (en) 1982-09-03
JPS63883Y2 true JPS63883Y2 (en) 1988-01-11

Family

ID=29825968

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1981028310U Expired JPS63883Y2 (en) 1981-02-28 1981-02-28

Country Status (1)

Country Link
JP (1) JPS63883Y2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5456413U (en) * 1977-09-27 1979-04-19
JPS5753761Y2 (en) * 1977-12-14 1982-11-20
JPS567804U (en) * 1979-06-30 1981-01-23

Also Published As

Publication number Publication date
JPS57140502U (en) 1982-09-03

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