JPS6322314Y2 - - Google Patents

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Publication number
JPS6322314Y2
JPS6322314Y2 JP1878182U JP1878182U JPS6322314Y2 JP S6322314 Y2 JPS6322314 Y2 JP S6322314Y2 JP 1878182 U JP1878182 U JP 1878182U JP 1878182 U JP1878182 U JP 1878182U JP S6322314 Y2 JPS6322314 Y2 JP S6322314Y2
Authority
JP
Japan
Prior art keywords
roof
pillars
frame
column
reinforcing
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
JP1878182U
Other languages
Japanese (ja)
Other versions
JPS58121994U (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 JP1878182U priority Critical patent/JPS58121994U/en
Publication of JPS58121994U publication Critical patent/JPS58121994U/en
Application granted granted Critical
Publication of JPS6322314Y2 publication Critical patent/JPS6322314Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 この考案は支柱を屋根に差し込んで接続するタ
イプの屋根付き門に関するものである。
[Detailed description of the invention] This invention relates to a type of covered gate that connects by inserting supports into the roof.

屋根付き門を金属製とする場合は、通常、柱に
は角筒状の金属製形材が用いられ、また、屋根は
金属製形材で作られた枠に金属製屋根板を接続し
て構成されている。しかし、従来の金属製屋根付
き門は、柱と屋根との接続構造に問題があり、接
続強度が不十分なために暴風時の風力や豪雪時の
積雪荷重又は地盤沈下による応力などによつて、
屋根が柱に対して傾きやずれを生じたり、とくに
柱の長手方向のずれにより屋根板に変形を生じさ
せたりして、門の外観を損なう欠点があつた。ま
た、従来の木製屋根付き門は、所要の強度を備え
るため、非常に複雑な構造とされ、現場での組立
て施工に多くの時間を要し、材料費とともに設置
費が非常に高くつく欠点があつた。
When a gate with a roof is made of metal, square cylindrical metal sections are usually used for the pillars, and metal roof plates are connected to a frame made of metal sections for the roof. It is configured. However, conventional gates with metal roofs have problems with the connection structure between the pillars and the roof, and because the connection strength is insufficient, they are susceptible to wind forces during storms, snow loads during heavy snowfall, stress due to ground subsidence, etc. ,
The problem was that the roof would tilt or shift relative to the pillars, and the roof plates would become deformed due to shifts in the longitudinal direction of the pillars, spoiling the appearance of the gate. Furthermore, in order to provide the required strength, conventional wooden roof gates have a very complex structure, require a lot of time to assemble on site, and have the drawback of being extremely expensive in terms of materials and installation. It was hot.

この考案は、柱を屋根に差し込んで接続するタ
イプの屋根付き門において、比較的簡単な構成
で、柱と屋根との接続が簡単にでき、柱の差し込
み時に柱の行き過ぎにより屋根板が変形すること
を防止でき、しかも、非常に大きな接続強度が得
られ、屋根が暴風・豪雪等によつて柱に対してぐ
らつく不安が排除され、なおかつ、柱のずれによ
る屋根板の変形を防止しようとするものである。
This idea is a type of covered gate in which the pillars are inserted into the roof to connect them, and has a relatively simple structure, making it easy to connect the pillars to the roof, and preventing the roof plate from deforming due to the pillars going too far when the pillars are inserted. In addition, it provides extremely high connection strength, eliminates the fear of the roof wobbling relative to the pillars due to strong winds, heavy snow, etc., and prevents deformation of the roof sheets due to misalignment of the pillars. It is something.

次に、図面に基いてこの考案の一実施例を説明
する。
Next, one embodiment of this invention will be described based on the drawings.

第1図はこの考案の一実施例である金属製の屋
根付き門の一部の左半分の正面図であり、地面に
立設した左右一対の柱Pの上端部に屋根Rを接続
してなつている屋根付き門の例を示している。
Figure 1 is a front view of the left half of a part of a metal roofed gate that is an embodiment of this invention. This shows an example of a traditional roofed gate.

屋根Rは、断面コ状の枠材を長方形に連結して
なる周囲枠1に、長辺の相対向する枠材間に同じ
く断面コ状の補強枠2を横架連結して枠体を構成
するとともに、周囲枠1の各構成枠材の外側面に
鼻隠し3をリベツト止めなどにより固着し、枠体
の上面を覆つた屋根板4の周辺を、前記鼻隠し3
の上面においてねじ5により固着して構成されて
いる。鼻隠しの上面を長手方向に延長する凹溝6
を設けて、その凹溝内に弾性パツキン7を嵌着
し、その弾性パツキンの上面に屋根板4の周端縁
を載置してねじ止めすれば、雨仕舞いが改善され
るばかりでなく、屋根板の振動により枠体又は鼻
隠しとの間からビビリ音が発生することが防止さ
れる。
The roof R is constructed by connecting a peripheral frame 1 formed by connecting frame materials having a U-shaped cross section into a rectangular shape, and horizontally connecting a reinforcing frame 2, which also has a U-shaped cross section, between opposing frame materials on the long sides. At the same time, a fascia 3 is fixed to the outer surface of each constituent frame material of the surrounding frame 1 by riveting or the like, and the fascia 3 is attached to the periphery of the roof board 4 covering the upper surface of the frame.
It is configured to be fixed on the upper surface with a screw 5. Concave groove 6 that extends the upper surface of the fascia in the longitudinal direction
By providing an elastic gasket 7 in the groove, placing the peripheral edge of the roof board 4 on the upper surface of the elastic gasket, and fixing it with screws, not only will rain protection be improved, This prevents chattering noise from occurring between the roof panel and the frame or the fascia due to vibration of the roof panel.

各枠材同志の連結には、アングル材8とリベツ
トもしくはねじ9などの締結手段を用いること
が、特殊な技能を要しないので好ましい。しか
し、溶接によつて接続してもよい。
It is preferable to use angle members 8 and fastening means such as rivets or screws 9 to connect the frame members, since no special skills are required. However, the connection may also be made by welding.

屋根Rの左右両側に配置された一対の補強枠2
a,2bは、この考案に従つて、柱Pの太さと等
しい間隔をもつて、かつ、コ状の枠材を背中合わ
せにして配置されている。そして、補強枠2a,
2bの長手方向中央において、これら補強枠の上
面及び補強枠間を覆う天板10が溶接又はボルト
ナツトなどにより固着されている。
A pair of reinforcing frames 2 placed on both left and right sides of the roof R
According to this idea, the frames a and 2b are arranged with an interval equal to the thickness of the pillar P, and the U-shaped frame members are placed back to back. And the reinforcing frame 2a,
At the longitudinal center of 2b, a top plate 10 covering the upper surfaces of these reinforcing frames and between the reinforcing frames is fixed by welding, bolts, nuts, or the like.

また、屋根Rの下面には裏板11が取付けられ
ている。裏板を取付けるには、前記枠体を構成す
る周囲枠1又は周囲枠と補強枠にねじ止めしても
よいし、図示の例のように、鼻隠し3の下端部内
側にL形凹部12を形成して、鼻隠しを周囲枠に
取付けたときに、周囲枠とL形凹部によつて形成
される溝13に、裏板11の周縁を嵌入するよう
にしてもよい。
Further, a back plate 11 is attached to the lower surface of the roof R. To attach the back plate, it may be screwed to the surrounding frame 1 or the surrounding frame and the reinforcing frame constituting the frame body, or, as in the illustrated example, there is an L-shaped recess 12 inside the lower end of the fascia 3. When the fascia is attached to the surrounding frame, the peripheral edge of the back plate 11 may be fitted into the groove 13 formed by the surrounding frame and the L-shaped recess.

裏板11には、前記天板10に対応する位置に
おいて、柱Pを挿通するための孔14が設けられ
ている。こうして、屋根Rの下面は、前記孔14
の部分を除くほかは、裏板11により閉塞されて
いる。
The back plate 11 is provided with a hole 14 for inserting the pillar P at a position corresponding to the top plate 10. In this way, the lower surface of the roof R has the hole 14
The rest except for the part is closed off by the back plate 11.

この考案による屋根付き門においては、上述の
ように組立てられた屋根と柱を設置現場におい
て、次のようにして連結される。すなわち、柱P
の上端部を屋根の下面から前記孔14より屋根内
に挿入し、柱の上端面を天板10の下面に当接す
るとともに、柱の上端部側面を補強枠2a,2b
の相対向する面に当てがう。その後に、柱の上端
部を補強枠2b,2aに接続する。
In the covered gate according to this invention, the roof and pillars assembled as described above are connected at the installation site in the following manner. That is, pillar P
The upper end of the column is inserted into the roof through the hole 14 from the lower surface of the roof, the upper end surface of the column is brought into contact with the lower surface of the top plate 10, and the side surface of the upper end of the column is inserted into the reinforcing frames 2a, 2b.
Apply to opposite sides of. After that, the upper ends of the columns are connected to the reinforcing frames 2b and 2a.

柱の上端部を補強枠2a,2bに接続する方法
は、この考案ではとくに限定されない。例えば裏
板11の一部を、取外し又は補強枠の長手方向中
央付近において開口しておき、その開口から手を
差込んで補強枠と柱とをボルトナツトにより締結
し、締結後に、取外しておいた裏板を装着し、又
は、開口を他の蓋部材で閉塞することができる。
しかし、このような接続方法は作業が容易でな
い。
The method of connecting the upper ends of the columns to the reinforcing frames 2a, 2b is not particularly limited in this invention. For example, a part of the back plate 11 is removed or opened near the longitudinal center of the reinforcing frame, a hand is inserted through the opening, the reinforcing frame and the column are fastened with bolts, and after the fastening, the reinforcing frame and the column are removed. A back plate can be attached or the opening can be closed with another lid member.
However, such a connection method is not easy to work with.

第1図及び第3図には柱と補強枠の好ましい接
続手段の例が示されている。すなわち、柱Pの上
端部近傍内側に、柱の断面形状と相似形の短かい
筒状のねじ受け部材15が挿入され、かつ、柱P
の外側からねじ込まれるねじ16により固定され
ている。また、柱Pの外側には、ねじ受け部材1
5に対応する位置において連結環17が装着され
ている。連結環17は断面ほぼ倒立L形をなし、
その垂直部18は柱Pの外周面に沿つて環状に連
続し、これを柱の外側面に当接して、外側から垂
直部18、柱P及びねじ受け部材15に貫通した
ボルト20を前記ねじ受け部材の裏面に固着した
ナツト21にねじ込むことにより、柱Pに固定さ
れている。また、連結環17の水平部19は外郭
矩形、その他の多角形もしくは円形をなしてお
り、柱Pの上端部を屋根内に挿入して上端面を天
板10に当てた状態において、水平部19が補強
枠2a,2bの下面に当接するようになつてい
る。そして、その水平部19の下側からボルト2
2を水平部19及び補強枠の下壁に貫通し、その
下壁の上面に固着してあるナツト23にねじ込む
ことにより、連結環が補強枠にも固定されてい
る。
1 and 3 show examples of preferred means of connecting the column and the reinforcing frame. That is, a short cylindrical screw receiving member 15 having a similar cross-sectional shape to the column is inserted inside near the upper end of the column P, and
It is fixed by a screw 16 screwed in from the outside. In addition, a screw receiving member 1 is provided on the outside of the pillar P.
A connecting ring 17 is attached at a position corresponding to 5. The connecting ring 17 has a substantially inverted L-shape in cross section,
The vertical portion 18 continues in an annular shape along the outer circumferential surface of the column P, and by contacting the outer surface of the column, the bolt 20 passing through the vertical portion 18, the column P, and the screw receiving member 15 from the outside is connected to the screw. It is fixed to the pillar P by screwing into a nut 21 fixed to the back surface of the receiving member. Further, the horizontal portion 19 of the connecting ring 17 has an outer rectangular shape, other polygonal shape, or a circular shape, and when the upper end of the pillar P is inserted into the roof and the upper end surface is in contact with the top plate 10, the horizontal portion 19 comes into contact with the lower surfaces of the reinforcing frames 2a, 2b. Then, the bolt 2 is inserted from the bottom of the horizontal part 19.
The connecting ring is also fixed to the reinforcing frame by screwing into a nut 23 which passes through the horizontal portion 19 and the lower wall of the reinforcing frame and is fixed to the upper surface of the lower wall.

従つて、柱Pと補強枠2a,2bが連結環17
を介して強固に接続されている。
Therefore, the pillar P and the reinforcing frames 2a, 2b are connected to the connecting ring 17.
are strongly connected via.

なお、連結環17の水平部19の周端上面にL
形凹部24を形成し、そのL形凹部に前記裏板1
1に設けた孔の周縁を嵌合するようにすれば、柱
Pを補強枠2a,2bに接続することに伴なつ
て、裏板11もその中間部において固定すること
ができる。
Note that L is formed on the upper surface of the peripheral end of the horizontal portion 19 of the connecting ring 17.
An L-shaped recess 24 is formed, and the back plate 1 is inserted into the L-shaped recess.
By fitting the peripheral edges of the holes provided in the holes 1 to 1, the back plate 11 can also be fixed at the intermediate portion in conjunction with connecting the pillars P to the reinforcing frames 2a and 2b.

上記のように、この実施例によれば、屋根Rは
予め組立てておき、設置現場において屋根に柱P
を挿入接続して立設することができるから、設置
作業が非常に容易迅速にできる。しかも、柱の屋
根に対する接続は、柱の上端部を屋根下面から補
強枠間に柱の上端面が天板に当接するまで、又は
連結環の水平部が補強枠の下面に当接するまで挿
入し、柱を補強枠に接続することによりできるか
ら、接続作業も円滑にできる。
As described above, according to this embodiment, the roof R is assembled in advance, and the pillars P are attached to the roof at the installation site.
Since it can be inserted and connected and installed upright, installation work can be done very easily and quickly. Moreover, to connect the pillar to the roof, insert the top end of the pillar from the bottom of the roof between the reinforcing frame until the top end of the pillar touches the top plate, or until the horizontal part of the connecting ring touches the bottom of the reinforcing frame. This can be done by connecting the column to the reinforcing frame, so the connection work can be done smoothly.

そして、天板は柱挿入の際の位置決めをすると
ともに、柱を枠体から上方に突出させないので、
柱の上端が屋根板に衝突してこれを変形させる作
業誤りを防止する。
The top plate not only positions the pillars when inserting them, but also prevents the pillars from protruding upward from the frame.
To prevent a work error in which the upper end of a column collides with a roof plate and deforms it.

また、柱Pは角筒状の金属製形材で形成され、
大きな強度を有し、また、補強枠2a,2bもコ
状の金属材料で形成されて大きい強度を有してお
り、柱はその上端部を補強枠の間に挿入し、柱の
側面に補強枠の背面を当てがつて柱と補強枠を連
結することにより、柱と屋根を接続しているか
ら、接続強度は著しく大きく、屋根にこれを柱に
対して傾ける力が作用しても、十分にこれに耐え
ることができる。
In addition, the pillar P is formed of a rectangular cylindrical metal shape,
In addition, the reinforcing frames 2a and 2b are also made of a U-shaped metal material and have great strength.The upper end of the column is inserted between the reinforcing frames, and reinforcement is attached to the side of the column. Since the pillars and the roof are connected by connecting the pillars and the reinforcing frame by applying the back of the frame, the connection strength is extremely high, and even if a force is applied to the roof to tilt it against the pillars, it will be strong enough. can withstand this.

さらに詳しくは、柱は一対の補強枠の間に挟持
されるから、補強枠の長手方向に対して直角な方
向への柱のぐらつきが防止される。この効果は、
補強枠を天板で連結するときは一層向上する。ま
た、柱の上端面が前記天板の下面に当接された状
態で、柱と補強枠が接続されているから、柱の補
強枠長手方向におけるぐらつきも天板によつて規
制される。そして、この効果も、連結環の水平部
を補強枠の下面に接続することにより増大され
る。柱は補強枠に固着した天板の下面で受け、か
つ、補強枠に接続されているから、屋根に大量の
雪が積もつた場合、あるいは地震の縦振れを受け
た場合に、積雪荷重や屋根荷重により柱が屋根を
突き抜けて屋根板を変形させることが防止され
る。
More specifically, since the column is held between the pair of reinforcing frames, the column is prevented from wobbling in a direction perpendicular to the longitudinal direction of the reinforcing frame. This effect is
Further improvement is achieved when the reinforcing frame is connected with a top plate. Further, since the column and the reinforcing frame are connected with the upper end surface of the column in contact with the lower surface of the top plate, wobbling of the column in the longitudinal direction of the reinforcing frame is also controlled by the top plate. This effect is also increased by connecting the horizontal portion of the connecting ring to the lower surface of the reinforcing frame. The pillars are supported by the bottom surface of the top plate fixed to the reinforcing frame, and are connected to the reinforcing frame, so if a large amount of snow accumulates on the roof or if the roof is subjected to vertical vibration due to an earthquake, the snow load and the roof will be reduced. The load prevents the columns from penetrating the roof and deforming the roof shingles.

この考案は、屋根の組立てと、柱と補強枠の接
続とについて上述の順次に限定されるものではな
い。補強枠2a,2bのみを柱Pの上端部に接続
し、その後に周囲枠を補強枠に接続し、又は周囲
枠に補強枠を接続してなる枠体を柱の上端部に接
続し、しかる後に鼻隠し3、屋根板4及び裏板1
1を取付けるようにしてもよい。
This invention is not limited to the above-mentioned sequence of assembling the roof and connecting the columns and reinforcing frame. Connect only the reinforcing frames 2a and 2b to the upper end of the column P, then connect the surrounding frame to the reinforcing frame, or connect the frame body formed by connecting the reinforcing frame to the surrounding frame to the upper end of the column, and then Behind fascia 3, roof board 4 and back board 1
1 may be attached.

上述のように、この考案によれば、柱は上端部
が一対の補強枠の間に挿入され、その上端面は天
板に当接され、かつ、上端部側面は補強枠の対向
面に当接された状態で補強枠に接続されるから、
第1に、天板が柱挿入の際に位置決めをするた
め、柱と補強枠との接続が容易にでき、第2に、
天板が柱挿入の際に柱の上端が屋根板に衝突して
これを変形させることを防止し、第3に、屋根と
柱を非常に強固に接続でき、暴風時や地震発生時
に屋根が柱に対してぐらつくことを完全に防止で
きるとともに、豪雪時の積雪荷重や地震時の屋根
荷重により、柱の上端部が屋根を突き抜けて屋根
板を変形させることを防止できる。
As mentioned above, according to this invention, the upper end of the column is inserted between a pair of reinforcing frames, the upper end surface is in contact with the top plate, and the side surface of the upper end is in contact with the opposing surface of the reinforcing frame. Because it is connected to the reinforcing frame while in contact,
Firstly, since the top plate positions the column when inserting it, it is easy to connect the column and the reinforcing frame, and secondly,
This prevents the top end of the column from colliding with the roof plate and deforming it when the column is inserted. Thirdly, the roof and columns can be connected very firmly, and the roof will not be damaged during storms or earthquakes. It is possible to completely prevent the pillars from wobbling relative to the pillars, and it is also possible to prevent the upper ends of the pillars from penetrating the roof and deforming the roof panels due to snow loads during heavy snowfall or roof loads during earthquakes.

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

第1図は、この考案の一実施例の上部左半分の
正面図、第2図は同部の平面図、第3図は第2図
の−線拡大断面図である。 P……柱、R……屋根、1……周囲枠、2……
補強枠、3……鼻隠し、4……屋根板、10……
天板、11……裏板。
FIG. 1 is a front view of the upper left half of an embodiment of the invention, FIG. 2 is a plan view of the same part, and FIG. 3 is an enlarged cross-sectional view taken along the - line in FIG. P...Pillar, R...Roof, 1...Surrounding frame, 2...
Reinforcement frame, 3... Fascia, 4... Roof board, 10...
Top plate, 11... back plate.

Claims (1)

【実用新案登録請求の範囲】 (イ) 屋根の枠体の相対する枠材の間に左右両側部
において、それぞれ一対の補強枠を柱の太さと
等しい間隔をもつて横架連結し、 (ロ) 各対の補強枠の上端部にその間を閉塞する天
板を固着し、 (ハ) 前記各対の補強枠の間に前記柱の上端部を挿
入してその柱の上端部面を前記天板に当接する
とともに、同柱の上端部側面を前記各一対の補
強枠の対向面に当接した状態で、前記柱を前記
各一対の補強枠に接続してあることを特徴とす
る屋根付き門。
[Scope of Claim for Utility Model Registration] (a) A pair of reinforcing frames are horizontally connected between opposing frame members of a roof frame on both left and right sides at a distance equal to the thickness of the pillars, ) A top plate is fixed to the upper end of each pair of reinforcing frames to close the space between them; A roof with a roof characterized in that the pillars are connected to each pair of reinforcing frames in a state where the pillars are in contact with a plate and the upper end side surfaces of the pillars are in contact with opposing surfaces of each pair of reinforcing frames. gate.
JP1878182U 1982-02-13 1982-02-13 covered gate Granted JPS58121994U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1878182U JPS58121994U (en) 1982-02-13 1982-02-13 covered gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1878182U JPS58121994U (en) 1982-02-13 1982-02-13 covered gate

Publications (2)

Publication Number Publication Date
JPS58121994U JPS58121994U (en) 1983-08-19
JPS6322314Y2 true JPS6322314Y2 (en) 1988-06-20

Family

ID=30031031

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1878182U Granted JPS58121994U (en) 1982-02-13 1982-02-13 covered gate

Country Status (1)

Country Link
JP (1) JPS58121994U (en)

Also Published As

Publication number Publication date
JPS58121994U (en) 1983-08-19

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