JPH11159003A - Horizontal member mounting structure to support - Google Patents

Horizontal member mounting structure to support

Info

Publication number
JPH11159003A
JPH11159003A JP34424697A JP34424697A JPH11159003A JP H11159003 A JPH11159003 A JP H11159003A JP 34424697 A JP34424697 A JP 34424697A JP 34424697 A JP34424697 A JP 34424697A JP H11159003 A JPH11159003 A JP H11159003A
Authority
JP
Japan
Prior art keywords
column
horizontal member
engaging portion
arm
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.)
Granted
Application number
JP34424697A
Other languages
Japanese (ja)
Other versions
JP3383204B2 (en
Inventor
Shigeru Yoshida
茂 吉田
Masayuki Kudo
雅之 工藤
Masaru Morooka
賢 諸岡
Mamoru Kuwamoto
護 桑本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YKK AP Inc
Original Assignee
YKK AP Inc
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 by YKK AP Inc filed Critical YKK AP Inc
Priority to JP34424697A priority Critical patent/JP3383204B2/en
Publication of JPH11159003A publication Critical patent/JPH11159003A/en
Application granted granted Critical
Publication of JP3383204B2 publication Critical patent/JP3383204B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a horizontal member mounting structure to a support by which the supporting strength for the horizontal member can be increased without spoiling the design of the mounting part. SOLUTION: An arm 3 receiving a load in each outer end part is mounted to the upper end part of a support 2 through its intermediate part. In this mounting structure, the support 2 and the arm 3 are connected together by means of a reinforcement connecting material 9 provided with a support engaging part 14 engaged with the support 2 and an arm engaging part 13 engaged with the arm 3. Both end parts of the arm engaging part 13 are extended to the positions where a load at each outer end part of the arm 3 is supported.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、停留所、駐輪場、
渡り廊下、アプローチ等の屋根を構成する、いわゆるシ
ェルター形式の組立屋根において、横架材である梁材
(腕木)を支柱に取り付けるための横架材の支柱への取
付構造に関するものである。
TECHNICAL FIELD The present invention relates to a stop, a bicycle parking lot,
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a so-called shelter-type assembled roof that constitutes a roof such as a crossing corridor, an approach, or the like, and relates to a mounting structure of a horizontal member to a column for mounting a beam (arm) as a horizontal member to the column.

【0002】[0002]

【従来の技術】従来、この種の横架材の支柱への取付構
造として、組立屋根に適用した特開平7−238623
号公報に記載のものが知られている。この組立屋根で
は、屋根本体を支持する各腕木(梁材)が、その中間部
で補強接合材を介して支柱の上端に取り付けられてい
る。同公報の例えば図14の補強接合材は、支柱の上端
部に装着した腕木受けと、腕木受けに装着した腕木補強
部材とで構成され、また腕木受けは、内側に腕木補強部
材が嵌合する断面「U」字状の腕木受け本体と、内側に
腕木受け本体が嵌合する本体支持部材と、本体支持部材
を支持すると共に下部で支柱に装着されるキャップと
で、一体的に形成されている。
2. Description of the Related Art Hitherto, as a structure for attaching a horizontal member of this type to a column, Japanese Patent Application Laid-Open No. 7-238623 has been applied to an assembled roof.
The one described in Japanese Patent Application Laid-Open Publication No. H10-260, 1993 is known. In this assembled roof, each arm (beam) that supports the roof main body is attached to the upper end of the column at the intermediate portion via a reinforcing joint material. For example, the reinforcement joining material shown in FIG. 14 of the publication is composed of a brace receiver attached to the upper end of a column and a brace reinforcement member attached to the brace receiver, and the brace receiver is fitted with the brace reinforcement member inside. An arm member receiving body having a cross section of “U” shape, a body supporting member into which the arm member receiving body is fitted, and a cap that supports the body supporting member and is attached to a support at a lower portion are integrally formed. I have.

【0003】この場合、腕木の支柱への取付は、先ず支
柱の上端部に腕木受けに装着し、次に腕木受けの腕木受
け本体に腕木補強部材を嵌合固定し、最後に2つに切断
した腕木を、両側から挿入しそれぞれ装着固定する。こ
の状態では、装着した腕木の内部に、腕木補強部材、腕
木受け本体および本体支持部材が隠ぺいされた状態で、
腕木が支柱に取り付けられている。
[0003] In this case, the attachment of the arm to the support of the arm is carried out by first mounting the arm on the arm at the upper end of the support, then fitting and fixing the arm reinforcement to the arm support of the arm, and finally cutting the arm into two. Insert the crossed arms from both sides and fix them. In this state, in a state in which the arm member reinforcing member, the arm member receiving body and the main body supporting member are hidden inside the attached arm member,
Arms are attached to the columns.

【0004】[0004]

【発明が解決しようとする課題】このような横架材の支
柱への取付構造では、2つに切断した各腕木が、片持ち
で支柱に支持される構造となるため、腕木補強部材を介
在させても、腕木の支持強度が低下する問題があった。
しかも、腕木同士の突当て部分が外部に露出するため、
意匠的にも好ましくない。
In such a structure for attaching the cross member to the column, each arm cut into two pieces is supported by the column in a cantilever manner. Even if it does, there was a problem that the support strength of the arm tree was reduced.
Moreover, because the butting parts of the arms are exposed to the outside,
It is not preferable in terms of design.

【0005】本発明は、取付部分の意匠性を損なうこと
なく、横架材の支持強度を高めることができる横架材の
支柱への取付構造を提供することをその目的としてい
る。
[0005] It is an object of the present invention to provide a structure for mounting a horizontal member to a column, which can increase the supporting strength of the horizontal member without deteriorating the design of the mounting portion.

【0006】[0006]

【課題を解決するための手段】本発明の横架材の支柱へ
の取付構造は、両外端部に荷重を受ける横架材を、その
中間部で支柱の上端部に取り付ける横架材の支柱への取
付構造であって、支柱と横架材とを、支柱に係合する支
柱係合部と横架材に係合する横架材係合部とを有する補
強接合材により接合したものにおいて、横架材係合部の
両端部が、横架材の両外端部の荷重を受ける部位までそ
れぞれ延在していることを特徴とする。
According to the present invention, there is provided a structure for mounting a horizontal member to a column, the horizontal member receiving a load at both outer ends being provided at an intermediate portion thereof at the upper end of the column. A mounting structure for a column, wherein a column and a lateral member are joined by a reinforcing joining material having a column engaging portion that engages with the column and a lateral member engaging portion that engages with the lateral member. Wherein both end portions of the lateral member engaging portion extend to the portions receiving the load of both outer ends of the lateral member, respectively.

【0007】この構成によれば、両外端部に荷重を受け
る横架材は、補強接合材の横架材係合部に支持され、横
架材係合部は支柱係合部を介して支柱に支持される。こ
の場合、横架材係合部の両端部が、横架材の荷重を受け
る部位までそれぞれ延在しているため、横架材の荷重の
加わる荷重を、横架材が受け更にこれを別の位置で横架
材係合部が受けるのではなく、横架材係合部が直接的に
受けることになる。したがって、横架材の支持強度が低
くても、横架材に加わる荷重を適切に支持することがで
き、また横架材に意匠的な機能を優先して持たせること
が可能になる。
[0007] According to this configuration, the horizontal member receiving the load on both outer ends is supported by the horizontal member engaging portion of the reinforcing joint material, and the horizontal member engaging portion is supported via the column engaging portion. Supported by columns. In this case, since the both ends of the horizontal member engaging portion extend to the portions receiving the load of the horizontal member, respectively, the horizontal member receives the load applied by the load of the horizontal member, and further receives the load. Is not received by the horizontal member engaging portion at the position, but is directly received by the horizontal member engaging portion. Therefore, even if the supporting strength of the horizontal member is low, it is possible to appropriately support the load applied to the horizontal member, and to give the horizontal member priority to the design function.

【0008】この場合、横架材は、略逆「U」字状断面
に形成した横架材本体を有しており、横架材係合部は、
横架材本体の内部に装着されていることが、好ましい。
In this case, the horizontal member has a horizontal member main body formed in a substantially inverted “U” -shaped cross section, and the horizontal member engaging portion includes:
It is preferable to be mounted inside the horizontal member main body.

【0009】この構成によれば、横架材係合部の支持強
度を損なうことなく、横架材係合部を横架材本体で隠す
ことができると共に、横架材と横架材係合部とを相互に
簡単に装着することができる。また、この装着に際し、
従来のように横架材を2つに切断する必要がなく、横架
材自体の支持強度も生かすことができ、且つ意匠上もす
っきりしたものとなる。
According to this structure, the horizontal member engaging portion can be hidden by the horizontal member main body without impairing the supporting strength of the horizontal member engaging portion, and the horizontal member and the horizontal member engaging portion can be hidden. The parts can be easily attached to each other. Also, when installing this,
It is not necessary to cut the horizontal member into two pieces as in the conventional case, the supporting strength of the horizontal member itself can be utilized, and the design is also neat.

【0010】またこの場合、横架材本体の下端部には、
横架材係合部を横架材本体の内部に隠ぺいするキャップ
部材が装着されていることが、好ましい。
[0010] In this case, the lower end of the horizontal member is
It is preferable that a cap member that covers the horizontal member engaging portion be hidden inside the horizontal member main body.

【0011】この構成によれば、キャップ部材により、
横架材係合部を横架材本体の内部に完全に隠ぺいするこ
とができ、横架材の意匠をより一層、良好なものとする
ことができる。
According to this configuration, the cap member allows
The horizontal member engaging portion can be completely hidden inside the horizontal member main body, and the design of the horizontal member can be further improved.

【0012】これらの場合、支柱の内部には、下側から
支柱補強部材が挿入されており、支柱係合部は、上側か
ら支柱の内部に支柱補強部材とオーバーラップするよう
に挿入され、支柱補強部材と支柱係合部とは、相互のオ
ーバーラップ部分で支柱に共締め固定されていること
が、好ましい。
In these cases, a column reinforcing member is inserted into the column from below, and the column engaging portion is inserted into the column from above so as to overlap with the column reinforcing member. It is preferable that the reinforcing member and the strut engaging portion are fixedly fastened to the strut at a mutually overlapping portion.

【0013】この構成によれば、支柱を補強する支柱補
強部材と、補強接合材の支柱係合部とを、支柱の内部で
オーバーラップさせ、この部分で支柱に共締め固定して
いるため、支柱による横架材の支持強度をより一層高め
ることができると共に、横架材と支柱との接合強度も高
めることができる。このため、横架材を支柱から引き離
そうとする外力に対しても、十分な強度を持たせること
ができる。
According to this structure, the column reinforcing member for reinforcing the column and the column engaging portion of the reinforcing joint material are overlapped inside the column, and are fixed together to the column at this portion. The strength of the support of the horizontal member by the column can be further increased, and the joining strength between the horizontal member and the column can be increased. For this reason, sufficient strength can be given to an external force that tries to separate the horizontal member from the column.

【0014】またこれらの場合、横架材の両外端部の荷
重を受ける部位には、荷重を受けるブラケットが取り付
けられており、横架材を挟んで横架材係合部とブラケッ
トとは、横架材に共締め固定されていることが好まし
い。
In these cases, a bracket for receiving the load is attached to a portion of each of the outer ends of the horizontal member which receives the load, and the horizontal member engaging portion and the bracket are sandwiched between the horizontal members. It is preferable that they are fixedly fastened to the horizontal member.

【0015】この構成によれば、ブラケットにより、横
架材に加わる荷重を広い面積で且つ安定に支持すること
ができる。また、横架材を挟んで横架材係合部とブラケ
ットとは、横架材に共締め固定されているため、上側か
らの荷重以外の外力がブラケットに加わっても、これを
横架材で十分に支えることができる。
According to this configuration, the load applied to the horizontal member can be stably supported in a wide area by the bracket. Also, since the cross member engaging portion and the bracket are fixedly fastened to the cross member with the cross member interposed therebetween, even if an external force other than a load from above is applied to the bracket, the cross member is fixed to the cross member. Can be fully supported.

【0016】[0016]

【発明の実施の形態】以下、添付の図面を参照して、本
発明の一実施形態に係る横架材の支柱への取付構造を、
シェルター形式の組立建物に適用した場合について説明
する。この組立建物は、停留所、駐輪場、渡り廊下、ア
プローチ等における雨除け・日除けとして設置されるも
のであり、図1および図2の外観図に示すようにアーチ
状の屋根を有している。この組立建物1は、左右一対の
支柱2,2と、各支柱2の上端部に支持した左右一対の
腕木(横架材)3,3と、左右の腕木3,3に支持した
アーチ状の屋根本体4とで構成されている。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a structure for mounting a horizontal member to a support according to an embodiment of the present invention;
A case where the present invention is applied to a shelter type assembled building will be described. This prefabricated building is installed as a rain shield or a sunshade at a stop, a bicycle parking lot, a corridor, an approach or the like, and has an arched roof as shown in the external views of FIGS. 1 and 2. This assembled building 1 has a pair of left and right columns 2 and 2, a pair of left and right arms (horizontal members) 3 and 3 supported on the upper end of each column 2, and an arched shape supported by the left and right arms 3 and 3. And a roof main body 4.

【0017】また、屋根本体4は、一対の腕木3,3の
端部間に掛け渡した前桁5aおよび後桁(桁材)5b
と、前桁5aおよび後桁5b間にアーチ状に掛け渡した
複数の垂木部材6と、複数の垂木部材6の頂部間にこれ
らを連結するように渡した母屋7と、複数の垂木部材6
間に装着した屋根葺き材である複数枚のパネル8とで、
構成されている。図示では省略しているが、垂木部材6
は、パネル8を受ける垂木と、パネル8を押さえるパネ
ル押えとで構成され、また両外端に位置する左右の垂木
部材6,6は、前・後両桁5a,5bと共に、屋根本体
4の枠体を兼ねている。
The roof main body 4 includes a front girder 5a and a rear girder (girder material) 5b which are bridged between the ends of the pair of arms 3,3.
A plurality of rafter members 6 extending in an arch shape between the front girder 5a and the rear girder 5b; a purlin 7 passing between the tops of the plurality of rafter members 6 so as to connect them;
With a plurality of panels 8 that are roofing materials installed in between,
It is configured. Although omitted in the drawing, the rafter members 6
Is composed of a rafter for receiving the panel 8 and a panel retainer for holding the panel 8. The left and right rafter members 6, 6 located at both outer ends, together with the front and rear beams 5 a, 5 b, are attached to the roof body 4. Also serves as a frame.

【0018】一方、腕木3と支柱2とを強固に接合する
ため、この接合部分には「T」字状に形成した補強接合
材9が取り付けられ、また支柱2には、コンクリート基
礎11から延びる支柱補強材10が取り付けられている
(図2参照)。そして、詳細は後述するが、この補強接
合材9と支柱補強材10とは、支柱2の内部で連結され
ている。
On the other hand, in order to firmly join the arm 3 and the column 2, a reinforcing joining material 9 formed in a “T” shape is attached to this joint, and the column 2 extends from the concrete foundation 11. A column reinforcement 10 is attached (see FIG. 2). As will be described later in detail, the reinforcing joint member 9 and the column reinforcing member 10 are connected inside the column 2.

【0019】図3に示すように、前、後各桁5a,5b
は、中空の桁本体21と、桁本体21の下端から側方に
湾曲して延びる樋部22とを有している。桁本体21の
上部は、アーチ状の屋根本体4に合わせて屋根形に形成
され、この部分から垂木部材(垂木)6を取り付けるた
めの一対の取付片23,23が、斜め上方に延びてい
る。桁本体21の下面には、断面「C」字状のあり溝2
4が形成され、このあり溝24には裏板25が桁本体2
1の長手方向に対しスライド自在に装着されている。な
お、桁本体21の内側面に形成した第2のあり溝26
は、この組立建物1を連棟とする場合に、連結金具を取
り付けるためのものである。
As shown in FIG. 3, front and rear digits 5a, 5b
Has a hollow girder main body 21 and a gutter portion 22 that extends sideways from the lower end of the girder main body 21. The upper part of the girder main body 21 is formed in a roof shape in conformity with the arched roof main body 4, and a pair of mounting pieces 23 for mounting the rafter members (rafters) 6 extend diagonally upward from this portion. . On the lower surface of the girder main body 21, there is a dovetail groove 2 having a C-shaped cross section.
The back plate 25 is formed in the dovetail groove 24 with the beam body 2.
1 is slidably mounted in the longitudinal direction. The second dovetail groove 26 formed on the inner side surface of the girder main body 21
Is for attaching connecting fittings when the prefabricated building 1 is connected.

【0020】樋部22は、屋根本体4に降った雨を受け
これを集水する部位であり、集水した雨水を腕木3側に
流下させるべく、長手方向の一方の端部には雨水排水口
27が形成されている。この場合、屋根本体4の降雨面
積が小さく、且つ雨水排水口27の加工箇所を少なくす
るため、実施形態における雨水排水口27は、図1に示
す前、後各桁5a,5bの左側端部に1箇所形成されて
いる。また、雨水排水口27には、樋部22の下面に取
り付けた桁用短パイプ28が連通している。桁用短パイ
プ28の下端部は、後述する第1横樋部32aに臨んで
おり、樋部22で集水された雨水は、雨水排水口27お
よび桁用短パイプ28を通って、腕木3に導かれる。
The gutter portion 22 is a portion for receiving rainfall on the roof body 4 and collecting the rainfall. The rainwater drainage is provided at one end in the longitudinal direction so that the collected rainwater flows down to the arm 3. A mouth 27 is formed. In this case, in order to reduce the rainfall area of the roof main body 4 and reduce the number of processing locations of the rainwater drainage port 27, the rainwater drainage port 27 in the embodiment is provided on the left and right ends of the front and rear columns 5a and 5b shown in FIG. Is formed at one place. In addition, the girder short pipe 28 attached to the lower surface of the gutter portion 22 communicates with the rainwater drain port 27. The lower end of the girder short pipe 28 faces a first gutter part 32a to be described later, and the rainwater collected by the gutter part 22 passes through the rainwater drainage port 27 and the girder short pipe 28 to the arm bar 3. Be guided.

【0021】図3および図4に示すように、腕木3は、
断面略逆「U」字状に形成されて腕木本体31と、腕木
本体31の両側部にそれぞれ設けた第1横樋部32aお
よび第2横樋部32bと、腕木本体31の下端部に装着
したキャップ部材33と、腕木本体31の上面にねじ止
めしたブラケット34とを、有している。ブラケット3
4は、中間のねじ止め部分が窪んだ厚板状のものであ
り、取付ボルト35により腕木3にねじ止めされた状態
で、腕木3に直交するように延在している。そして、こ
のブラケット34と上記の裏板25とを位置合わせした
後、固定ボルト36をブラケット34を貫通して裏板2
5に螺合することにより、前、後各桁5a,5bが腕木
3に固定される。
As shown in FIGS. 3 and 4, the arm 3 is
A crosspiece body 31 formed in a substantially inverted U-shaped cross section, first and second gutter sections 32a and 32b provided on both sides of the crosspiece body 31, and a cap attached to the lower end of the crosspiece body 31 It has a member 33 and a bracket 34 screwed to the upper surface of the arm main body 31. Bracket 3
Reference numeral 4 denotes a thick plate having an intermediate screwed portion that is depressed, and extends orthogonally to the arm 3 while being screwed to the arm 3 by a mounting bolt 35. After the bracket 34 and the back plate 25 are aligned, the fixing bolt 36 is inserted through the bracket 34 to make the back plate 2
The front and rear spar 5a, 5b are fixed to the crosspiece 3 by screwing into 5.

【0022】腕木本体31の内側には、上記の補強接合
材9が収容されており、腕木本体31とブラケット34
と補強接合材9とは、補強接合材9の内側に設けた雌ね
じプレート37に、上記の取付ボルト35を螺合するこ
とで、一体的に締結されている。すなわち、詳細は後述
するが、補強接合材9は、その端部がこの前、後各桁5
a,5bが取り付けられる部位まで延びており、腕木本
体31、ブラケット34および補強接合材9が一体化し
て、前、後各桁5a,5b、ひいては屋根本体4を支持
している。したがって、屋根本体4を強固に支持するこ
とができると共に、屋根本体4に作用する風による「あ
おり」に対しても、十分に耐え得る構造となっている。
The reinforcing joining material 9 described above is accommodated inside the arm body 31, and the arm body 31 and the bracket 34 are accommodated therein.
The reinforcing joint member 9 is integrally fastened to the female screw plate 37 provided inside the reinforcing joint member 9 by screwing the mounting bolt 35 described above. That is, although the details will be described later, the reinforcing joint material 9 has an end portion at each of the front and rear spar 5
The arm members 31, the bracket 34, and the reinforcing joining material 9 are integrated to support the front and rear girders 5 a, 5 b, and thus the roof main body 4. Therefore, the roof main body 4 can be firmly supported, and the structure has a structure that can sufficiently withstand the “flagging” caused by the wind acting on the roof main body 4.

【0023】腕木本体31の下端部に装着したキャップ
部材33は、例えばアルミニウムや樹脂などで構成さ
れ、腕木本体31の下端部に下側から抜止め状態で、装
着されている。この場合、キャップ部材33は押し込む
ようにして装着する装着形態でもよいし、ねじ止めの
他、小口端からスライドさせるようにして装着させる装
着形態でもよい。キャップ部材33の下面は、第1およ
び第2横樋部32a,32bの下面と面一に配設され、
またこのキャップ部材33により、補強接合材9が腕木
本体31の内部に隠ぺいされている。これにより、腕木
3は、すっきりした外観意匠に仕上げられている。な
お、キャップ部材33は、支柱2の接合部分には存在し
ないため、前後2つの部材で構成されている。
The cap member 33 attached to the lower end of the arm main body 31 is made of, for example, aluminum or resin, and is attached to the lower end of the arm main body 31 from below so as not to come off. In this case, the cap member 33 may be mounted in such a manner as to be pushed in, or may be mounted in such a manner that the cap member 33 is slid from the edge of the forehead in addition to screwing. The lower surface of the cap member 33 is disposed flush with the lower surfaces of the first and second gutter portions 32a and 32b,
The reinforcing member 9 is hidden by the cap member 33 inside the arm body 31. Thereby, the arm 3 is finished in a neat appearance design. Since the cap member 33 does not exist at the joint portion of the column 2, the cap member 33 is configured by two members before and after.

【0024】第1横樋部32aおよび第2横樋部32b
は、腕木本体31を挟んで左右対称に且つ腕木本体31
と一体に形成されている。第1、第2各横樋部32a,
32bは、腕木本体31の下端から側方に且つ上向きに
延びており、上端が開放されている。この場合、第1お
よび第2横樋部32a,32bは、前、後各桁5a,5
bから流下した雨水排水を支柱2に導く導水樋部であ
り、集水のための樋ではないが、上端が開放されている
ことにより、その内部清掃が簡単に行えるようになって
いる。また、第1、第2各横樋部32a,32bの支柱
2に接合される部位には、雨水排水を支柱2に導く排水
口38が形成されていて、いずれの横樋部32a,32
bも使用可能であるが、実際に使用する横樋部(実施形
態では第1横樋部32a)には、その下面に排水口38
に連通する腕木用短パイプ39が取り付けられている。
腕木用短パイプ39の下端部は、後述する第1縦樋部4
5aに臨んでおり、雨水排水は、排水口38および腕木
用短パイプ39を通って、支柱2に導かれる。
First gutter section 32a and second gutter section 32b
Are symmetrical with respect to the arm body 31 and the arm body 31
And are formed integrally. The first and second gutter sections 32a,
Reference numeral 32b extends sideways and upward from the lower end of the crosspiece main body 31, and the upper end is open. In this case, the first and second gutter sections 32a, 32b are respectively provided with front and rear girder 5a, 5b.
This is a water guiding gutter for guiding rainwater drainage flowing down from b to the support column 2 and is not a gutter for collecting water. However, since the upper end is open, the inside can be easily cleaned. Further, a drain port 38 for guiding rainwater drainage to the column 2 is formed at a portion of the first and second horizontal gutter portions 32a and 32b joined to the column 2, and any of the horizontal gutter portions 32a and 32b is formed.
b can be used, but a drain gutter 38 is provided on the lower surface of the actually used gutter (first gutter 32a in the embodiment).
A short pipe 39 for the arm is connected to the armature.
The lower end of the short pipe 39 for the crosspiece is connected to a first downspout section 4 described later.
The rainwater drainage is directed to the column 2 through the drainage port 38 and the short pipe 39 for the crosspiece.

【0025】なお、図2の実線で示す支柱2の位置で
は、腕木3の排水口38の位置が腕木3の長手方向の中
間位置となるため、腕木3に左勝手、右勝手は生じない
が、仮想線で示す支柱2の位置では、腕木3に左勝手、
右勝手が生じてしまう(図1参照)。このため、本実施
形態とは逆に、図1の右側の腕木3で雨水排水を受ける
場合には、これを第2横樋部32bで受ける(を使用す
る)ようにする。すなわち、支柱2の前後位置(排水口
38の位置)が規制されるため、右側の腕木3は、左側
の腕木3を平行移動したのと同様な設置形態となる。
At the position of the support 2 shown by the solid line in FIG. 2, the drain port 38 of the arm 3 is located at an intermediate position in the longitudinal direction of the arm 3, so that the arm 3 does not have a left hand or a right hand. , At the position of the strut 2 indicated by the imaginary line,
Right-handedness occurs (see FIG. 1). Therefore, contrary to the present embodiment, when rainwater drainage is received by the right arm 3 of FIG. 1, the rainwater drainage is received (used) by the second cross gutter 32b. That is, since the front and rear positions of the column 2 (the position of the drain port 38) are regulated, the right arm 3 is in the same installation form as the left arm 3 is translated.

【0026】図3、図4および図5に示すように、支柱
2は、中空の支柱本体41と、支柱本体41の左右両側
に装着した一対のカバー体42,42とで構成され、全
体として、四方に帯状の平坦面を有する断面ほぼ円形に
形成されている。支柱本体41の中空内部には、下側か
ら上記の支柱補強材10が挿入され、且つ上側から上記
の補強接合材9が挿入されている。詳細は後述するが、
支柱補強材10と補強接合材9とは、支柱補強材10を
外側にしてオーバーラップしており、このオーバーラッ
プ部分で、支柱2、支柱補強材10および補強接合材9
が、固定ねじ43により一体的に締結されている。
As shown in FIGS. 3, 4 and 5, the column 2 is composed of a hollow column main body 41 and a pair of covers 42, 42 mounted on the left and right sides of the column main body 41. , And have a substantially circular cross section having a band-shaped flat surface on all sides. In the hollow interior of the column body 41, the column reinforcing material 10 is inserted from below, and the above-mentioned reinforcing joining material 9 is inserted from above. Details will be described later,
The strut reinforcing material 10 and the reinforcing joining material 9 overlap with the strut reinforcing material 10 outside, and the strut 2, the strut reinforcing material 10, and the reinforcing joining material 9 are overlapped with each other.
Are integrally fastened by a fixing screw 43.

【0027】各カバー体42は、内側に一対の爪片4
4,44を有し、この一対の爪片44,44で支柱本体
41に着脱自在に装着されている。そして、両爪片4
4,44を支柱本体41に装着した状態では、両爪片4
4,44と支柱本体41とで構成される左右の内部空間
に、上記の固定ねじ43が隠ぺいされると共に、上記の
第1横樋部32aに連通する第1縦樋部45aおよび第
2横樋部32bに連通する第2縦樋部45bが、それぞ
れ構成されている。すなわち、第1横樋部32aから流
下した雨水排水は、第1縦樋部45aを通って地表に導
かれる。もっとも、実際には、第1縦樋部45aの下端
には排水パイプが接続され、雨水排水は、排水パイプを
介して排水桝に導かれる。
Each cover body 42 has a pair of claw pieces 4 inside.
4 and 44, which are detachably attached to the support body 41 with the pair of claw pieces 44 and 44. And both nail pieces 4
4 and 44 attached to the column body 41,
The fixing screw 43 is concealed in left and right internal spaces formed by the main body 4, 44 and the column main body 41, and the first vertical gutter portion 45 a and the second horizontal gutter portion communicating with the first horizontal gutter portion 32 a are provided. The second downspout 45b communicating with 32b is formed respectively. That is, the rainwater drainage flowing down from the first downspout 32a is guided to the ground surface through the first downspout 45a. However, in practice, a drainage pipe is connected to the lower end of the first downspout part 45a, and rainwater drainage is guided to the drainage basin via the drainage pipe.

【0028】補強接合材9は、腕木に係合する腕木係合
部13と、支柱2に係合する支柱係合部14とから成
り、これらは「T」字状に溶着されている。腕木係合部
13は断面方形の角パイプ状に形成され、その両外端部
は前、後両桁5a,5bの取付位置まで延びている。す
なわち、腕木係合部13は、前、後両桁5a,5b、ひ
いては屋根本体4を直接的に支持している。一方、支柱
係合部14は、断面「コ」字状に形成した一対の係合部
片14a,14aを向き合わせて構成され、腕木係合部
13を挟み込むようにしてこれに溶着されている。そし
て、支柱係合部14を支柱2に装着した状態では、支柱
係合部14は、支柱補強部材10の内側に挿入される。
The reinforcing joining material 9 is composed of a crosspiece engaging portion 13 that engages with a crosspiece and a post engaging portion 14 that engages with the post 2, and these are welded in a "T" shape. The crosspiece engaging portion 13 is formed in the shape of a square pipe having a rectangular cross section, and both outer ends thereof extend to the mounting positions of the front and rear beams 5a, 5b. That is, the crosspiece engaging portion 13 directly supports the front and rear beams 5a, 5b, and thus the roof main body 4. On the other hand, the strut engaging portion 14 is configured by facing a pair of engaging portion pieces 14a, 14a formed in a U-shaped cross section, and is welded thereto so as to sandwich the crosspiece engaging portion 13. . Then, in a state where the column engaging portion 14 is attached to the column 2, the column engaging portion 14 is inserted inside the column reinforcing member 10.

【0029】支柱補強部材10は、断面方形の角パイプ
状に形成され、下端部をコンクリート基礎11に埋設さ
れると共に、上端が支柱2の上端と同位置まで延びてい
る。すなわち、支柱補強部材10は、支柱2の心材とし
て機能している。また、支柱補強部材10の上端部と補
強接合材9の支柱係合部14とは、支柱2の内部でオー
バーラップし、この状態で上記の固定ねじ43で支柱2
に共締めされている。
The column reinforcing member 10 is formed in the shape of a square pipe having a rectangular cross section. The lower end of the column reinforcing member 10 is embedded in the concrete foundation 11, and the upper end extends to the same position as the upper end of the column 2. That is, the column reinforcing member 10 functions as a core material of the column 2. Further, the upper end of the column reinforcing member 10 and the column engaging portion 14 of the reinforcing joining material 9 overlap inside the column 2, and in this state, the column 2 is fixed by the fixing screw 43.
Has been tightened together.

【0030】このように、本実施形態によれば、補強接
合材9の腕木係合部13が前、後両桁5a,5bの取付
位置まで延びているため、屋根本体4を直接的に支持す
ることができ、屋根本体4を強固に支持することができ
る。また、補強接合材9の支柱係合部14と支柱補強部
材10とが相互に固定されているため、風の「あおり」
に対しても強固なものとなっている。しかも、腕木3
は、支柱2に装着した補強接合材9の上から装着してね
じ止めする組立形態となるため、組立てを容易に行うこ
とができる。
As described above, according to the present embodiment, since the arm bar engaging portion 13 of the reinforcing joint member 9 extends to the mounting position of the front and rear beams 5a, 5b, the roof main body 4 is directly supported. The roof main body 4 can be firmly supported. Moreover, since the support | pillar engaging part 14 of the reinforcement joining material 9 and the support | pillar reinforcement member 10 are mutually fixed, the wind "Aori"
Is also strong. Moreover, arm 3
Is an assembly mode in which the reinforcing joint member 9 mounted on the support column 2 is mounted on the reinforcing joint material 9 and screwed, so that the assembly can be easily performed.

【0031】なお、補強接合材の断面形状は、この実施
形態に限定されるものではない。例えば、腕木係合部を
断面逆「U」字状に形成してもよいし、支柱接合部を中
空方形断面に形成してもよい。また、腕木係合部と支柱
接合部とをボルト等で連結してもよいし、これを鋳物等
で一体に形成してもよい。
The cross-sectional shape of the reinforcing joining material is not limited to this embodiment. For example, the crosspiece engaging portion may be formed in an inverted "U" shape in cross section, or the strut joint portion may be formed in a hollow rectangular cross section. Further, the crosspiece engaging portion and the column joint portion may be connected by a bolt or the like, or may be integrally formed by casting or the like.

【0032】[0032]

【発明の効果】以上のように、本発明の横架材の支柱へ
の取付構造によれば、補強接合材が、横架材の荷重を受
ける部位まで延在しているので、横架材の支持強度を高
めることができる。また、これにより、横架材自体を意
匠性を考慮した形態とすることができる。
As described above, according to the mounting structure of the horizontal member to the column according to the present invention, since the reinforcing joining material extends to the portion receiving the load of the horizontal member, the horizontal member Support strength can be increased. In addition, thereby, the horizontal member itself can be formed in a form in which designability is considered.

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

【図1】本発明の実施形態に係る横架材の支柱への取付
構造を適用した組立建物の正面図である。
FIG. 1 is a front view of an assembled building to which a structure for attaching a horizontal member to a support column according to an embodiment of the present invention is applied.

【図2】実施形態に係る横架材の支柱への取付構造を適
用した組立建物の側面図である。
FIG. 2 is a side view of an assembled building to which the structure for attaching a horizontal member to a column according to the embodiment is applied.

【図3】実施形態の腕木廻りの拡大半部断面図である。FIG. 3 is an enlarged half cross-sectional view of a part around an arm of the embodiment.

【図4】実施形態の腕木廻りの拡大横断面図である。FIG. 4 is an enlarged cross-sectional view of the vicinity of the arm of the embodiment.

【図5】実施形態の支柱の拡大横断面図である。FIG. 5 is an enlarged cross-sectional view of a support column of the embodiment.

【符号の説明】[Explanation of symbols]

1 組立建物、2 支柱、3 腕木、4 屋根本体、5
a 前桁、5b 後桁、9 補強接合材、10 支柱補
強材、13 腕木接合部、14 支柱接合部、31 腕
木本体、33 キャップ部材、34 ブラケット
1 Assembled building, 2 props, 3 arms, 4 roof body, 5
a Front girder, 5b Rear girder, 9 Reinforcement joint, 10 Strut reinforcement, 13 Arm joint, 14 Strut joint, 31 Arm main body, 33 Cap member, 34 Bracket

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 両外端部に荷重を受ける横架材を、その
中間部で支柱の上端部に取り付ける横架材の支柱への取
付構造であって、前記支柱と前記横架材とを、前記支柱
に係合する支柱係合部と前記横架材に係合する横架材係
合部とを有する補強接合材により接合したものにおい
て、 前記横架材係合部の両端部が、前記横架材の前記両外端
部の荷重を受ける部位までそれぞれ延在していることを
特徴とする横架材の支柱への取付構造。
1. A structure for mounting a horizontal member, which receives a load on both outer ends thereof, to an upper end portion of a column at an intermediate portion thereof, wherein the horizontal member is connected to the column. In the one joined by a reinforcing joining material having a strut engaging portion that engages with the strut and a transverse member engaging portion that engages with the transverse member, both ends of the transverse member engaging portion, A structure for attaching a horizontal member to a column, wherein the horizontal member extends to a portion receiving the load at both outer ends of the horizontal member.
【請求項2】 前記横架材は、略逆「U」字状断面に形
成した横架材本体を有しており、 前記横架材係合部は、前記横架材本体の内部に装着され
ていることを特徴とする請求項1に記載の横架材の支柱
への取付構造。
2. The transverse member has a transverse member body formed in a substantially inverted “U” -shaped cross section, and the transverse member engaging portion is mounted inside the transverse member body. The structure for mounting a horizontal member to a column according to claim 1, wherein:
【請求項3】 前記横架材本体の下端部には、前記横架
材係合部を前記横架材本体の内部に隠ぺいするキャップ
部材が装着されていることを特徴とする請求項2に記載
の横架材の支柱への取付構造。
3. A cap member for hiding the transverse member engaging portion inside the transverse member body is attached to a lower end portion of the transverse member main body. Mounting structure of the horizontal member described in the column.
【請求項4】 前記支柱の内部には、下側から支柱補強
部材が挿入されており、 前記支柱係合部は、上側から前記支柱の内部に前記支柱
補強部材とオーバーラップするように挿入され、 前記支柱補強部材と前記支柱係合部とは、相互のオーバ
ーラップ部分で支柱に共締め固定されていることを特徴
とする請求項1、2または3に記載の横架材の支柱への
取付構造。
4. A column reinforcing member is inserted into the column from below, and the column engaging portion is inserted from above into the column so as to overlap with the column reinforcing member. The supporting member according to claim 1, 2 or 3, wherein the column reinforcing member and the column engaging portion are jointly fixed to the column at mutually overlapping portions. Mounting structure.
【請求項5】 前記横架材の両外端部の荷重を受ける部
位には、荷重を受けるブラケットが取り付けられてお
り、 前記横架材を挟んで前記横架材係合部と前記ブラケット
とは、当該横架材に共締め固定されていることを特徴と
する請求項1ないし4のいずれかに記載の横架材の支柱
への取付構造。
5. A bracket for receiving a load is attached to a portion of each of the outer ends of the horizontal member that receives the load, and a bracket that receives the load is provided between the horizontal member engaging portion and the bracket with the horizontal member interposed therebetween. 5. The mounting structure according to any one of claims 1 to 4, wherein the mounting member is fixedly fastened to the horizontal member.
JP34424697A 1997-11-27 1997-11-27 Structure for mounting horizontal members to columns Expired - Fee Related JP3383204B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34424697A JP3383204B2 (en) 1997-11-27 1997-11-27 Structure for mounting horizontal members to columns

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34424697A JP3383204B2 (en) 1997-11-27 1997-11-27 Structure for mounting horizontal members to columns

Publications (2)

Publication Number Publication Date
JPH11159003A true JPH11159003A (en) 1999-06-15
JP3383204B2 JP3383204B2 (en) 2003-03-04

Family

ID=18367768

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34424697A Expired - Fee Related JP3383204B2 (en) 1997-11-27 1997-11-27 Structure for mounting horizontal members to columns

Country Status (1)

Country Link
JP (1) JP3383204B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020041302A (en) * 2018-09-10 2020-03-19 三協立山株式会社 Simple building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020041302A (en) * 2018-09-10 2020-03-19 三協立山株式会社 Simple building

Also Published As

Publication number Publication date
JP3383204B2 (en) 2003-03-04

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