JPH094242A - Drainage device in set building such as approach - Google Patents
Drainage device in set building such as approachInfo
- Publication number
- JPH094242A JPH094242A JP15468995A JP15468995A JPH094242A JP H094242 A JPH094242 A JP H094242A JP 15468995 A JP15468995 A JP 15468995A JP 15468995 A JP15468995 A JP 15468995A JP H094242 A JPH094242 A JP H094242A
- Authority
- JP
- Japan
- Prior art keywords
- roof
- gutter
- connecting gutter
- approach
- gutter member
- 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
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Building Environments (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、アプローチ等組立建
物における排水装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage device in a building assembled such as an approach.
【0002】[0002]
【従来の技術】従来、例えばアプローチの排水装置は、
プラスチック製の樋部材を、梁や支柱などの構造材に、
いわゆる外付けにより取り付けるか、または梁や支柱な
どの構造材に孔をあけたり、あるいは構造材の内部に通
水路を設けたりして、いわゆる内装方式により樋部を設
けたものが知られていた。2. Description of the Related Art Conventionally, for example, an approach drainage system is
Plastic gutter members for structural materials such as beams and columns,
It was known that the gutter was provided by the so-called interior method by attaching it by so-called external attachment, or by making a hole in the structural material such as beams and columns, or by providing a water passage inside the structural material. .
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上記従
来のプラスチック製の樋部材を、アプローチの構造材に
外付けにより取り付けた場合には、樋部材が割れやす
く、かつ外観が悪く、見栄えがしないという問題があっ
た。また上記従来の内装方式により構造材の内部に樋部
を設けた場合には、構造材の内部に水を直接通すと、構
造材自体が腐食して、耐久性が劣るとともに、構造材に
孔をあけることにより、構造材の強度が弱くなるという
問題があった。However, when the above-mentioned conventional plastic gutter member is externally attached to the structural material of the approach, the gutter member is liable to be cracked, and the appearance is bad and it does not look good. There was a problem. In addition, when a trough is provided inside the structural material by the above-mentioned conventional interior system, if water is directly passed inside the structural material, the structural material itself will be corroded and the durability will be poor, and the structural material will not be punctured. There is a problem that the strength of the structural material is weakened by opening the holes.
【0004】この発明の目的は、上記の従来技術の問題
を解決し、排水装置をアプローチ本体と一体化すること
ができて、しかも構造材の強度の低下を防止し得るとと
もに、構造材自体の腐食を防止することができて、耐久
性にすぐれているうえに、外観上の見劣りをなくすこと
ができる、アプローチ等組立建物における排水装置を提
供しようとするにある。The object of the present invention is to solve the above-mentioned problems of the prior art, to allow the drainage device to be integrated with the approach body, and to prevent the strength of the structural material from being lowered, and at the same time, to improve the structural material itself. An object of the present invention is to provide a drainage device in an assembly building such as an approach, which is capable of preventing corrosion, has excellent durability, and is capable of eliminating deterioration in appearance.
【0005】[0005]
【課題を解決するための手段】この発明は、上記の目的
を達成するために、屋根の左右両側縁部に設けられかつ
軒樋部を有する左右一対の桁材と、屋根の下側において
前後に所要間隔おきに配置された複数本の支柱と、各支
柱の上端部に取り付けられて屋根を支持する屋根支持用
梁材とを備えているアプローチ等組立建物において、屋
根支持用梁材の上に、連絡樋部を有する連絡樋部材が長
手方向に載置され、屋根支持用梁材および連絡樋部材の
左右両端部と、上記左右両桁材の所要箇所とが、それぞ
れ結合部材を介して連結されるとともに、左右両桁材の
軒樋部が上記連絡樋部材の連絡樋部を介して互いに連通
せしめられ、屋根支持用梁材および連絡樋部材の左右両
端部にキャップが被せ止められ、支柱の一側面に沿って
縦樋部を有する縦樋部材が取り付けられ、連絡樋部材の
連絡樋部の雨水が、同側の支柱に沿う縦樋部材の縦樋部
内を流下して排出せられるようになされている、アプロ
ーチ等組立建物における排水装置を要旨としている。SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a pair of left and right girder members provided on the left and right side edges of the roof and having eaves gutters, and a front and rear portion under the roof. In a prefabricated building such as an approach including a plurality of pillars arranged at required intervals and a roof supporting beam member attached to the upper end of each pillar to support the roof, , A connecting gutter member having a connecting gutter portion is placed in the longitudinal direction, and the left and right end portions of the roof supporting beam member and the connecting gutter member and the required portions of the left and right girder members are respectively connected via connecting members. Along with being connected, the eaves gutters of both left and right girder members are made to communicate with each other through the connection gutters of the above connection gutter members, and the left and right ends of the roof support beam and the connection gutter members are covered with caps. Vertical with a gutter along one side of the pillar A drainage device in an assembled building, such as an approach, is designed so that the rainwater in the connecting gutter part of the connecting gutter member can be drained by flowing down the inside of the vertical gutter part of the vertical gutter member along the pillar on the same side. It is a summary.
【0006】なお上記において、支柱は、アプローチ等
組立建物における排水装置の長さにもよるが、通常、前
後に所要間隔おきに2〜4本配置される。[0006] In the above description, the columns are usually arranged two to four in the front and rear at required intervals, although it depends on the length of the drainage device in the assembly building such as the approach.
【0007】[0007]
【作用】上記において、屋根支持用梁材の上に、連絡樋
部を有する連絡樋部材が載置され、屋根の左右両桁材の
軒樋部が連絡樋部材の連絡樋部を介して互いに連通せし
められている。また支柱の一側面に沿って縦樋部を有す
る縦樋部材が取り付けられている。In the above, the connection gutter member having the connection gutter portion is placed on the roof supporting beam, and the eaves gutter portions of the left and right girder members of the roof are mutually connected via the connection gutter portion of the connection gutter member. It is in communication. Further, a down gutter member having a down gutter portion is attached along one side surface of the column.
【0008】そして、屋根の上に降った雨水は、左右両
桁材の軒樋部内にそれぞれ流入し、ついで雨水は、これ
ら両軒樋部から連絡樋部材の連絡樋部へと移行する。さ
らに雨水は、一方の連絡樋部材の側壁部の所要箇所にあ
けられた出水孔より、同側の支柱に沿う縦樋部材の縦樋
部内を流下して、縦樋部材の下端より外部に排出せられ
るものである。Then, the rainwater that has fallen on the roof flows into the eaves gutters of the left and right girders, respectively, and the rainwater then moves from these eaves gutters to the connection gutters of the connection gutter members. Furthermore, the rainwater flows down through the water discharge hole provided at the required location on the side wall of one of the connecting gutter members, through the inside of the vertical gutter part of the vertical gutter member along the pillar on the same side, and is discharged to the outside from the lower end of the vertical gutter member. It can be done.
【0009】従って、この発明によれば、アプローチ等
組立建物における排水装置を、屋根支持用梁材および支
柱よりなる組立建物の本体と一体化することができ、こ
れによって外観上の見劣りをなくすことができ、外観が
非常にすっきりとしていて、体裁が良く、デザイン上す
ぐれている。Therefore, according to the present invention, the drainage device in an assembled building such as an approach can be integrated with the main body of the assembled building composed of the roof supporting beam and the columns, thereby eliminating the appearance deterioration. The appearance is very clean, the appearance is good, and the design is good.
【0010】また、屋根上から左右両桁材の軒樋部に流
れ込んだ雨水は、連絡樋部材の連絡樋部、並びに同側の
支柱に沿う縦樋部材の縦樋部を通じて外部に排出される
ので、支柱や屋根支持用梁材といった構造材の内部に、
水を直接通すことなく、従って構造材の腐食を未然に防
止することができて、耐久性にすぐれている。また樋部
には経時的に割れが生じるようなことがない。Rainwater flowing from the roof into the eaves gutters of the left and right girders is discharged to the outside through the connection gutter of the connection gutter member and the vertical gutter part of the vertical gutter member along the column on the same side. So, inside structural materials such as columns and roof support beams,
It has excellent durability because it can prevent corrosion of structural materials without passing water directly. Further, the trough does not crack with time.
【0011】また例え、連絡樋部材や縦樋部材に腐食が
生じたような場合でも、最悪、これらの部材を取り替え
ることにより、排水装置の補修を容易かつ安価に実施し
得るものである。Further, even if corrosion occurs in the connecting gutter member or the vertical gutter member, the drainage device can be repaired easily and inexpensively by replacing these members in the worst case.
【0012】さらに、支柱や屋根支持用梁材等の構造材
自体には、通水孔をあけないので、構造材の強度の低下
を防止することができて、耐久性にすぐれている。Further, since water holes are not formed in the structural material itself such as the support columns and the roof supporting beam material, it is possible to prevent the structural material from being deteriorated in strength and have excellent durability.
【0013】[0013]
【実施例】つぎに、この発明の実施例を図面に基づいて
説明する。Embodiments of the present invention will now be described with reference to the drawings.
【0014】なお図面は、この発明をアプローチに適用
した場合を示すものである。The drawings show the case where the present invention is applied to an approach.
【0015】この明細書において、前後、左右は図2を
基準とし、前とは図2の左側、後とは同右側をいゝ、ま
た左とは同図図面紙葉の表側、右とは同裏側をいうもの
とする。In this specification, front and rear, left and right are based on FIG. 2, the front means the left side of FIG. 2, the rear means the same right side, and the left means the front side and right side of the drawing sheet in the figure. The same shall apply to the back side.
【0016】まず図1〜図3において、アプローチは、
正面よりみてアーチ形の屋根(2) と、屋根(2) の中央部
において前後に所要間隔おきに敷地(G) に立てられた2
本のアルミニウム(アルミニウム合金を含む)中空押出
形材製の支柱(1)(1)と、各支柱(1) の上端部に取り付け
られて屋根(2) を支持する横断面略方形のアルミニウム
中空押出形材製の屋根支持用梁材(3) とを備えており、
図示のものは、各支柱(1) の上端部と屋根支持用梁材
(3) とが、後述する連結具(50)を介して正面よりみて略
倒L形に連結されている。First, referring to FIGS. 1 to 3, the approach is
An arch-shaped roof (2) seen from the front, and 2 standing on the site (G) in the center of the roof (2) in the front and back at required intervals.
Columns of aluminum (including aluminum alloy) hollow extruded profile columns (1) (1) and aluminum hollows with a generally rectangular cross section that are attached to the top of each column (1) to support the roof (2) It is equipped with a roof support beam (3) made of extruded profile,
Shown are the tops of each column (1) and roof support beams.
(3) are connected to each other in a substantially inverted L shape when viewed from the front via a connecting tool (50) described later.
【0017】ここで、アプローチのアーチ形屋根(2)
は、軒樋部(10)をそれぞれ一体に具備しかつ前後方向に
のびる左右両側縁部のアルミニウム押出形材製の桁材
(4) (5)と、前後両端部のアルミニウム押出形材製の梁
材(6) (7) と、アクリル樹脂またはポリカーボネート樹
脂などよりなる屋根板(8) と、左右の桁材(4) (5) に渡
されて、屋根板(8) を支持する多数のアルミニウム押出
形材製の垂木部材(9) と、垂木部材(9) (9) 同志の間に
渡されて屋根板(8) を下側から支持する母屋材(図示
略)とを備えている。Here, approach arched roof (2)
Is a girder made of aluminum extruded profile with both eaves gutters (10) integrated and extending in the front-rear direction on both left and right edges.
(4) (5), beam members made of extruded aluminum at the front and rear ends (6) (7), roof plate (8) made of acrylic resin or polycarbonate resin, and left and right beam members (4) The rafter member (9) made of a large number of extruded aluminum members supporting the roof plate (8) and the rafter member (9) (9) passed between the roof plate (8) and the roof plate (8). ) Is supported from the lower side by a main material (not shown).
【0018】図4〜図6に示すように、前後一対の屋根
支持用梁材(3) (3) の上面には、アルミニウム中空押出
形材製の連絡樋部材(14)(14)がそれぞれ長手方向に載置
され、屋根支持用梁材(3) および連絡樋部材(14)の左右
両端部と、上記左右両桁材(4) (5) の所要箇所とが、後
述する側面よりみて略U形の結合部材(31)(31)およびボ
ルト(30)を介してそれぞれ結合されている。As shown in FIGS. 4 to 6, on the upper surfaces of the pair of front and rear roof supporting beams (3) and (3), connecting gutter members (14) and (14) made of aluminum hollow extruded shapes are respectively provided. Placed in the longitudinal direction, the left and right ends of the roof supporting beam (3) and the connecting gutter member (14) and the required positions of the left and right girders (4) (5) are seen from the side surface described later. The U-shaped coupling members 31 and 31 and the bolt 30 are coupled to each other.
【0019】一方、支柱(1) は、水平断面略方形で、各
支柱(1) の上端部の左右両側壁(11)(11)に、屋根支持用
梁材(3) およびこれの上面に載置された連絡樋部材(14)
のそれぞれ端部を嵌め入れる切欠き(13)(13)が設けら
れ、かつ各支柱(1) の前後対向壁(12)(12)は断面凸弧形
となされている。なお、前側支柱(1) の前側面に沿って
縦樋部(41)を有する縦樋部材(40)が略全長にわたって取
り付けられている。On the other hand, the pillar (1) has a substantially rectangular horizontal cross section, and is formed on the left and right side walls (11) (11) at the upper end of each pillar (1), on the roof supporting beam (3) and on the upper surface thereof. Communication gutter members placed (14)
Notches (13) and (13) for fitting the respective ends of the columns are provided, and the front and rear facing walls (12) and (12) of each strut (1) have a convex arc shape in cross section. A vertical gutter member (40) having a vertical gutter part (41) is attached over substantially the entire length along the front side surface of the front support column (1).
【0020】そして、屋根(2) の左右両側縁部の桁材
(4) (5) に設けられた左右両軒樋部(10)(10)は、2つの
連絡樋部材(14)(14)を介して互いに連通せしめられてお
り、さらに一方の前側連絡樋部材(14)の連絡樋部(15)の
所定箇所より雨水が、同側の支柱(1) に設けられた縦樋
部材(40)の縦樋部(41)に流下して、縦樋部材(40)の下端
に接続された排水出口部材(47)より外部に排出せられる
ようになされている。Then, the girders on the left and right edges of the roof (2)
The left and right eaves gutters (10) and (10) provided in (4) and (5) are connected to each other through two connecting gutter members (14) and (14), and further, one front connecting gutter. Rainwater flows down from a predetermined position of the connection gutter part (15) of the member (14) into the downspout part (41) of the downspout member (40) provided on the column (1) on the same side, and the downspout member. The water is discharged to the outside from a drain outlet member (47) connected to the lower end of (40).
【0021】すなわち、図4と図5に詳しく示すよう
に、各屋根支持用梁材(3) の上面に長手方向に載置され
たアルミニウム中空押出形材製の連絡樋部材(14)は、頂
壁部(16)と、これの前後両側縁よりそれぞれ下方にのび
る前後両側壁部(17)(17)と、前後両側壁部(17)(17)の下
端寄り部分同志の間に水平状に渡された底壁部(18)とよ
りなり、その底壁部(18)より上側の連絡樋部(15)および
同底壁部(18)より下側でかつ下方に開口したボルト頭部
逃がし用凹部(38)が形成されている。That is, as shown in detail in FIG. 4 and FIG. 5, the connecting gutter member (14) made of an aluminum hollow extruded shape member longitudinally placed on the upper surface of each roof supporting beam (3) is Horizontal between the top wall (16), the front and rear side walls (17) and (17) extending downward from the front and rear side edges of the top wall (16), and the lower end of the front and rear side walls (17) and (17). And the bottom wall part (18) passed to the bottom wall part (18), and the connecting gutter part (15) above the bottom wall part (18) and the bolt head opening below the bottom wall part (18) and downward. A relief recess (38) is formed.
【0022】一方、側面よりみて略U形の結合部材(31)
は、底壁部(32)と、これの前後両側縁部に連なる立上が
り壁部(33)(33)と、両立上がり壁部(33)(33)の上端より
それぞれ前後にのびる鍔部(34)(34)とよりなるものであ
る。On the other hand, the connecting member (31) is substantially U-shaped when viewed from the side.
Is the bottom wall portion (32), the rising wall portions (33) and (33) connected to the front and rear side edges of the bottom wall portion (32), and the flange portions (34) that extend forward and backward from the upper ends of the compatible rising wall portions (33) (33), respectively. ) (34) and
【0023】そして、この略U形の結合部材(31)の底壁
部(32)が、複数のボルト(30)および板ナット(35)、並び
に後述する連結具(50)とによって屋根支持用梁材(3) の
頂壁部(3b)左右両端部の上面に固定される。Then, the bottom wall portion (32) of the substantially U-shaped coupling member (31) is used for supporting the roof by a plurality of bolts (30) and plate nuts (35) and a connecting tool (50) described later. It is fixed to the upper surfaces of the left and right ends of the top wall (3b) of the beam (3).
【0024】これに対し、連絡樋部材(14)の左右両端部
において、前後両側壁部(17)(17)の下端部に、結合部材
底壁部逃がし用切欠き(19)が設けられていて、上記略U
形の結合部材(31)を左右両端部に具備した屋根支持用梁
材(3) の上面に、連絡樋部材(14)が載置されると、各結
合部材(31)の底壁部(32)が連絡樋部材(14)の同側の端部
の切欠き(19)に逃がされて、結合部材(31)の前後両立上
がり壁部(33)(33)が、連絡樋部材(14)の前後両側壁部(1
7)(17)の外側に張り出し、結合部材(31)上端の鍔部(34)
(34)が左右の桁材(4) (5) 下壁に当接せしめられて、こ
れらの鍔部(34)(34)を貫通するボルト(30)(30)の先端部
が、左右桁材(4) (5) の内部拡大溝(22)に嵌め入れられ
た板ナット(23)(23)にねじ込まれることにより、屋根支
持用梁材(3) および連絡樋部材(14)の左右両端部が、略
U形の結合部材(31)(31)を介して左右桁材(4) (5) に結
合されている。On the other hand, at the left and right ends of the connecting trough member (14), the connecting member bottom wall escape notches (19) are provided at the lower ends of the front and rear side wall parts (17) (17). And above U
When the connecting gutter member (14) is placed on the upper surface of the roof supporting beam (3) having the connecting members (31) in the shape of the left and right ends, the bottom wall portion of each connecting member (31) ( 32) is released into the notch (19) on the same side of the connecting gutter member (14), and the front and rear compatible rising walls (33) (33) of the connecting member (31) are connected to each other. 14) Front and rear side walls (1
7) A flange (34) at the upper end of the coupling member (31) that projects to the outside of the (17)
(34) is made to abut the lower wall of the left and right girders (4) (5), and the tips of the bolts (30) (30) that penetrate these collar parts (34) (34) are Left and right of the roof support beam (3) and the connecting gutter member (14) by being screwed into the plate nuts (23) (23) fitted in the internal expansion grooves (22) of the members (4) (5). Both ends are connected to the left and right beam members (4) and (5) through substantially U-shaped connecting members (31) and (31).
【0025】また、左右桁材(4) (5) と連絡樋部材(14)
の左右両端部との交差部分に、補強L形金具(27)(27)が
当接せられて、ビス(28)(28)により固定されている。Also, the left and right girder members (4) (5) and the connecting gutter member (14)
Reinforcing L-shaped metal fittings (27) and (27) are abutted at the intersections with the left and right ends of the and fixed with screws (28) and (28).
【0026】なお、各屋根支持用梁材(3) および連絡樋
部材(14)の左右両端部には、キャップ(36)(36)が被せ止
められている。Caps (36) and (36) are attached to the left and right ends of the roof supporting beam (3) and the connecting gutter member (14), respectively.
【0027】そして、この状態で、左右両桁材(4) (5)
の軒樋部(10)(10)の底壁(10a) (10a) に通水孔(21)があ
けられるとともに、連絡樋部材(14)の頂壁部(16)の対応
箇所に通水孔(20)があけられることにより、左右両桁材
(4) (5) の軒樋部(10)(10)と、連絡樋部材(14)の連絡樋
部(15)とが通水孔(21)(20)を介して互いに連通せしめら
れている。Then, in this state, both left and right girder materials (4) (5)
Water holes (21) are made in the bottom walls (10a) (10a) of the eaves gutters (10) (10), and water is passed to the corresponding parts of the top wall (16) of the connecting gutter member (14). Left and right girder materials due to the holes (20)
(4) The eaves gutters (10) and (10) of (5) and the communication gutter (15) of the communication gutter member (14) are connected to each other through the water holes (21) (20). There is.
【0028】さらに、前側の屋根支持用梁材(3) の上に
載置された連絡樋部材(14)の左端寄り部分においてこれ
の前側壁部(17)に、支柱(1) に対応するように、正面よ
りみて方形の出水孔(24)があけられていて、この出水孔
(24)を囲むように側面よりみて略倒L形の雨水流出用筒
形部材(25)が外側に配置され、この筒形部材(25)の周辺
に一体に設けられた鍔部(26)が所要数のビス(28)によっ
て連絡樋部材(14)の前側壁部(17)部分に取り付けられて
いる。Further, in the portion near the left end of the connecting gutter member (14) placed on the front roof supporting beam (3), it corresponds to the front side wall portion (17) thereof and the support column (1). As seen from the front, there is a rectangular water discharge hole (24).
A rainwater outflow tubular member (25), which is substantially L-shaped when viewed from the side so as to surround (24), is arranged outside, and a collar portion (26) integrally provided around the tubular member (25). Are attached to the front side wall portion (17) of the connecting gutter member (14) by a required number of screws (28).
【0029】これに対し、前側支柱(1) の上端部の前側
対向壁(12)に、上記雨水流出用筒形部材(25)の水平部(2
5a) を逃がす切欠き(29)が設けられ、これには筒形部材
(25)の水平部(25a) が嵌め入れられている。On the other hand, the horizontal portion (2) of the rainwater outflow tubular member (25) is attached to the front facing wall (12) at the upper end of the front support column (1).
A notch (29) is provided to allow 5a) to escape and this is a tubular member.
The horizontal part (25a) of (25) is fitted.
【0030】前側支柱(1) の前側面に沿って取り付けら
れた縦樋部材(40)は、アルミニウム中空押出形材製で、
図6に詳しく示すように、これの内外両対向壁(42)(43)
のうち、外側対向壁(43)は、支柱(1) の場合と同様に、
断面凸弧形となされている。縦樋部材(40)の左右両側壁
(45)(45)には、支柱(1) 側に張り出した張出壁部(45a)
(45a) が設けられていて、これら両張出壁部(45a) (45
a) が支柱(1) の左右両側壁(11)(11)外面に沿って取り
付けられている。また、縦樋部材(40)の内外両対向壁(4
2)(43)の幅方向の中間部に一対の隔壁(46)(46)が所定間
隔をおいて設けられ、両隔壁(46)(46)の中間に縦樋部(4
1)が形成されている。The vertical gutter member (40) attached along the front side surface of the front strut (1) is made of an aluminum hollow extruded shape,
As shown in detail in FIG. 6, both inner and outer facing walls (42) (43)
Of these, the outer facing wall (43) is the same as in the case of the column (1).
It has a convex arc shape in cross section. Left and right side walls of the downspout member (40)
(45) In (45), the overhanging wall (45a) that projects to the column (1) side
(45a) are provided, and these both overhanging wall parts (45a) (45a)
a) is attached along the outer surface of the left and right side walls (11), (11) of the column (1). In addition, the inner and outer facing walls (4
2) A pair of partition walls (46) (46) are provided at a predetermined interval in the widthwise middle part of (43), and a vertical gutter part (4) is provided in the middle of both partition walls (46) (46).
1) has been formed.
【0031】そして、縦樋部材(40)上端部の前側対向壁
(12)の縦樋部対応部分に、雨水流出用筒形部材(25)の水
平部(25a) を逃がす切欠き(44)が設けられ、これには上
記支柱(1) 上端部の切欠き(29)に続いて、筒形部材(25)
の水平部(25a) が嵌め入れられて、該筒形部材(25)の垂
下部(25b) の先端が、縦樋部材(40)の縦樋部(41)の上端
に上からのぞませられている。The front facing wall at the upper end of the vertical gutter member (40)
A notch (44) that allows the horizontal part (25a) of the rainwater outflow tubular member (25) to escape is provided in the part corresponding to the vertical gutter part of (12), and this notch at the upper end of the pillar (1). Subsequent to (29), tubular member (25)
The horizontal part (25a) of the tubular member (25) is fitted, and the tip of the hanging part (25b) of the tubular member (25) is looked into the upper end of the vertical gutter part (41) of the vertical gutter member (40) from above. Has been.
【0032】また、図7と図8に詳しく示すように、縦
樋部材(40)の下端部には、合成樹脂製の略箱形の排水出
口部材(47)が取り付けられ、該排水出口部材(47)の頂壁
には、縦樋部材(40)の縦樋部(41)の下端に連なる通水孔
(48)があけられている。また排水出口部材(47)の左右両
側には、縦樋部材(40)側に張り出した張出壁部(47a)(47
a)が設けられていて、これら両張出壁部(47a)(47a)が縦
樋部材(40)の左右両側壁(45)(45)の外面に沿って取り付
けられている。さらに排水出口部材(47)の下壁の略中央
部には、短い出口パイプ部(49)が設けられ、これには適
宜の排水管(図示略)の端部を接続することができるも
のである。Further, as shown in detail in FIGS. 7 and 8, a substantially box-shaped drain outlet member (47) made of synthetic resin is attached to the lower end portion of the downspout member (40). In the top wall of (47), there is a water passage that connects to the lower end of the downspout part (41) of the downspout member (40).
(48) has been opened. Also, on both left and right sides of the drainage outlet member (47), the overhanging wall portions (47a) (47
a) is provided, and these projecting wall portions (47a) (47a) are attached along the outer surfaces of the left and right side walls (45) (45) of the downspout member (40). Further, a short outlet pipe portion (49) is provided in the substantially central portion of the lower wall of the drainage outlet member (47), to which an end portion of an appropriate drainage pipe (not shown) can be connected. is there.
【0033】また、図4〜図6に詳しく示すように、連
結具(50)は、支柱(1) の上端部に差込み状に固定される
支柱側第1連結部材(51)と、屋根支持用梁材(3) の支柱
対応部分の内部に挿入される梁材側第2連結部材(52)と
で構成されている。Further, as shown in detail in FIGS. 4 to 6, the connecting member (50) is composed of a pillar-side first connecting member (51) fixed to the upper end of the pillar (1) in an insertion manner, and a roof supporting member. The second beam connecting member (52) is inserted inside the strut-corresponding portion of the beam member (3).
【0034】この連結具(50)の支柱側第1連結部材(51)
は水平断面略コ形のチャンネル形鋼よりなるもので、こ
れの左右垂直対向壁部(51a) (51a) の上端に、ボルト孔
(54)を有する水平板状の頂壁部(51b) が設けられるとと
もに、正面よりみて略三角形状の合計4つの補強壁部(5
3)が左右両側に取り付けられている。The pillar-side first connecting member (51) of this connecting tool (50)
Is made of channel-shaped steel with a horizontal U-shaped section, and has bolt holes at the upper ends of the left and right vertically facing wall parts (51a)
A horizontal plate-shaped top wall portion (51b) having (54) is provided, and a total of four reinforcing wall portions (5
3) is installed on both left and right sides.
【0035】一方、連結具(50)の梁材側第2連結部材(5
2)は、垂直断面略コ形のチャンネル形鋼よりなるもの
で、これの上下対向壁部(52a) (52a) 同志の内側に、側
面よりみて略逆コ形の短尺の3つの補強部材(55)が渡し
止められ、第2連結部材(52)の下側対向壁部(52a) には
ねじ孔(56)が所定間隔をおいて設けられ、かつ上側対向
壁部(52a) の左端寄り部分にもねじ孔(56)が補強部材(5
5)の上壁部まで至るように設けられている。On the other hand, the beam member side second connecting member (5) of the connecting tool (50).
2) is made of channel steel with a vertical cross-section that is roughly U-shaped, and has three vertical reinforcing walls (52a) (52a) inside each other, and three short reinforcing members that are approximately U-shaped when viewed from the side. 55) is stopped, and screw holes (56) are provided at predetermined intervals in the lower facing wall portion (52a) of the second connecting member (52), and the upper facing wall portion (52a) is located closer to the left end. A screw hole (56) is also provided on the part
5) It is installed to reach the upper wall.
【0036】上記連結具(50)を用いて各支柱(1) の上端
部と屋根支持用梁材(3) とを連結するには、まず屋根支
持用梁材(3) の内部に梁材側第2連結部材(52)を、梁材
(3)の一端より挿入し、屋根支持用梁材(3) 内部の中央
部分に、梁材側第2連結部材(52)を配置する。ついで、
屋根支持用梁材(3) の内部に挿入された梁材側第2連結
部材(52)に対して支柱側第1連結部材(51)を、屋根支持
用梁材(3) の下壁(3a)を貫通するボルト(30)を用いて結
合する。In order to connect the upper end of each pillar (1) and the roof supporting beam (3) using the above-mentioned connecting tool (50), first, the beam supporting member is placed inside the roof supporting beam (3). The second side connecting member (52) is a beam member.
Inserting from one end of (3), the beam side second connecting member (52) is arranged in the central portion inside the roof supporting beam (3). Then
The pillar-side first connecting member (51) is connected to the beam-side second connecting member (52) inserted inside the roof-supporting beam (3), and the lower wall (3) of the roof-supporting beam (3). Connect with bolts (30) that pass through 3a).
【0037】さらに、屋根支持用梁材(3) およびこれの
内部の梁材側第2連結部材(52)に結合された第1連結部
材(51)を、支柱(1) の上端部に差し込む。このとき第1
連結部材(51)の左右両側の補強板(53)は、支柱(1) 上端
部の左右両切欠き(13)(13)に逃がされる。Furthermore, the first connecting member (51) connected to the roof supporting beam (3) and the beam side second connecting member (52) inside the roof supporting beam (3) is inserted into the upper end of the column (1). . At this time the first
The reinforcing plates (53) on both the left and right sides of the connecting member (51) are released to the left and right notches (13) (13) at the upper end of the column (1).
【0038】そして差込み後、支柱側第1連結部材(51)
の左右垂直対向壁部(51a) (51a) を、小さいボルト(30)
によって支柱(1) 上端部の左右両側壁(11)(11)に結合す
る。After the insertion, the pillar-side first connecting member (51)
Attach the left and right vertical facing walls (51a) (51a) to the small bolts (30).
Connect to the left and right side walls (11) (11) at the upper end of the column (1) by.
【0039】これによって、支柱(1) と屋根支持用梁材
(3) とが、互いに分割された支柱側第1連結部材(51)お
よび梁材側第2連結部材(52)よりなる連結具(50)を介し
て強固に結合される。なおこの場合、屋根支持用梁材
(3) は、いわゆる1本物であるため、強度が充分に大き
いうえに、外観がすっきりとしていて、体裁が良く、デ
ザイン上すぐれている。As a result, the pillar (1) and the roof supporting beam are
(3) are firmly coupled to each other via a coupling tool (50) including a strut-side first coupling member (51) and a beam-side second coupling member (52) which are separated from each other. In this case, the roof support beam
Since (3) is a so-called one-piece product, its strength is sufficiently large, its appearance is neat, its appearance is good, and its design is excellent.
【0040】上記アプローチにおいて、正面よりみてア
ーチ形の屋根(2) の上に降った雨水は、左右両側の桁材
(4) (5) の軒樋部(10)(10)内にそれぞれ流入する。In the above approach, the rainwater that fell on the arch-shaped roof (2) when viewed from the front was taken up by the girders on both the left and right sides.
(4) Inflow into the eaves gutters (10) and (10) of (5), respectively.
【0041】左右桁材(4) (5) と連絡樋部材(14)の左右
両端部との交差部分においては、左右両軒樋部(10)(10)
の底壁(10a) (10a) に通水孔(21)(21)があけられるとと
もに、連絡樋部材(14)の頂壁部(16)の対応箇所に通水孔
(20)(20)があけられていて、左右両軒樋部(10)(10)と、
連絡樋部材(14)の連絡樋部(15)とが通水孔(21)(20)を介
して互いに連通せしめられているため、雨水は、左右両
軒樋部(10)(10)から通水孔(21)(20)を経て、連絡樋部材
(14)(14)の連絡樋部(15)(15)へと移行する。At the intersection of the left and right girder members (4) (5) and the left and right ends of the connecting gutter member (14), both left and right eaves gutters (10) (10)
Water holes (21) (21) are opened in the bottom walls (10a) (10a) of the and the water holes are formed in the corresponding locations of the top wall part (16) of the connecting gutter member (14).
(20) (20) is opened, and both left and right eaves gutters (10) (10),
Since the connecting gutter part (15) of the connecting gutter member (14) communicates with each other through the water passage holes (21) (20), rainwater will flow from both the left and right eaves gutter parts (10) (10). Connection gutter member through water passage holes (21) (20)
(14) Move to the contact gutter (15) (15) of (14).
【0042】続いて雨水は、前側連絡樋部材(14)の前側
壁部(17)の左端寄り部分にあけられた出水孔(24)より、
略倒L形の雨水流出用筒形部材(25)を介して同側の支柱
(1)に取り付けられている縦樋部材(40)の縦樋部(41)内
を流下せしめられ、最後に、縦樋部材(40)下端部に取り
付けられた排水出口部材(47)からこれの短い出口パイプ
部(49)を経て、適宜の排水管(図示略)より外部に排出
せられるものである。Subsequently, rainwater is discharged from a water discharge hole (24) formed in a portion near the left end of the front side wall portion (17) of the front connecting gutter member (14),
Posts on the same side through a roughly L-shaped rainwater outflow tubular member (25)
It is made to flow down in the downspout part (41) of the downspout member (40) attached to (1), and finally from the drainage outlet member (47) attached to the lower end part of the downspout member (40). The water is discharged to the outside through an appropriate drain pipe (not shown) through the short outlet pipe section (49).
【0043】なお、上記実施例では、各支柱(1) の上端
部と屋根支持用梁材(3) とが、連結具(50)を介して正面
よりみて略倒L形に連結されている場合を例示したが、
その他、各支柱(1) の上端部と屋根支持用梁材(3) とを
正面よりみて略T形に、あるいはまたいわゆる略F形に
連結することができるものである。なお、その場合に
は、屋根支持用梁材(3) の内部に挿入する梁材側第2連
結部材(52)の位置を、同梁材(3) の中央部に、あるいは
また左端部寄り部分にずらせるとともに、屋根支持用梁
材(3) の下壁(3a)にあけるボルト孔の位置をずらせるた
けで良い。In the above embodiment, the upper end of each pillar (1) and the roof supporting beam (3) are connected to each other through the connecting member (50) in a substantially inverted L shape when viewed from the front. As an example,
In addition, the upper end of each pillar (1) and the roof supporting beam (3) can be connected to each other in a substantially T-shape or a so-called substantially F-shape when viewed from the front. In that case, the position of the beam side second connecting member (52) to be inserted into the roof supporting beam (3) should be at the center of the beam (3) or near the left end. It is only necessary to displace the bolt holes in the lower wall (3a) of the roof supporting beam (3) as well as to displace the parts.
【0044】また、上記実施例においては、この発明の
排水装置をアプローチに適用した場合について説明した
が、この発明は、アプローチだけでなく、その他階段の
屋根、カーポートの屋根およびテラスの屋根などの、い
わゆるオープン・スペースに設置される組立建物すべて
に適用されるものである。Further, in the above embodiment, the case where the drainage device of the present invention is applied to the approach has been described, but the present invention is not limited to the approach, but other stair roofs, carport roofs, terrace roofs, etc. It applies to all prefabricated buildings installed in so-called open spaces.
【0045】[0045]
【発明の効果】この発明のアプローチ等組立建物におけ
る排水装置は、上述のように、屋根支持用梁材の上に、
連絡樋部を有する連絡樋部材が長手方向に載置され、屋
根支持用梁材および連絡樋部材の左右両端部と、屋根の
左右両桁材の所要箇所とが、それぞれ結合部材を介して
連結されるとともに、左右両桁材の軒樋部が連絡樋部材
の連絡樋部を介して互いに連通せしめられ、屋根支持用
梁材および連絡樋部材の左右両端部にキャップが被せ止
められ、支柱の一側面に沿って縦樋部を有する縦樋部材
が取り付けられ、連絡樋部材の連絡樋部の雨水が、同側
の支柱に沿う縦樋部材の縦樋部内を流下して排出せられ
るようになされているもので、この発明によれば、排水
装置を、屋根支持用梁材および支柱よりなるアプローチ
等組立建物本体と一体化することができ、これによって
外観上の見劣りをなくすことができ、外観が非常にすっ
きりとしていて、体裁が良く、デザイン上すぐれてい
る。EFFECTS OF THE INVENTION The drainage system in an assembly building, etc. of the approach of the present invention is, as described above, provided on the roof supporting beam member,
A connecting gutter member having a connecting gutter portion is placed in the longitudinal direction, and the left and right ends of the roof supporting beam member and the connecting gutter member and the required positions of both the left and right girder members of the roof are connected via connecting members, respectively. At the same time, the eaves gutters of both left and right girders are made to communicate with each other through the connection gutters of the connection gutter members, and the roof support beam and the left and right ends of the connection gutters are covered with caps, A downspout member having a downspout part is attached along one side surface, so that rainwater in the downspout part of the downspout member can flow down and be discharged in the downspout part of the downspout member along the column on the same side. According to the present invention, the drainage device can be integrated with an assembled building body such as an approach composed of a roof support beam and columns, thereby eliminating the appearance deterioration. The appearance is very clean, Court is well, it is excellent on the design.
【0046】そして、屋根上から左右両桁材の軒樋部に
流れ込んだ雨水は、連絡樋部材の連絡樋部を経て、これ
の所定箇所より、同側の支柱に沿う縦樋部材の縦樋部を
通じて外部に排出されるので、支柱や屋根支持用梁材と
いった構造材の内部に、水を直接通すことがなく、従っ
て構造材の腐食を未然に防止することができて、耐久性
にすぐれている。また従来のように、樋部に経時的に割
れが生じるようなことがない。The rainwater flowing from the roof to the eaves gutters of the left and right girders passes through the connection gutter of the connection gutter member, and from the predetermined position of the rain gutter of the gutter member on the same side. Since it is discharged to the outside through the section, water does not pass directly inside the structural material such as columns and roof support beams, and therefore corrosion of the structural material can be prevented before it has excellent durability. ing. Further, unlike the conventional case, the trough does not crack with time.
【0047】また例え、連絡樋部材や縦樋部材に腐食が
生じたような場合でも、最悪、これらの部材を取り替え
ることにより、排水装置の補修を容易かつ安価に実施し
得るものである。Further, even if corrosion occurs in the connecting gutter member or the vertical gutter member, in the worst case, the drainage device can be repaired easily and inexpensively by replacing these members.
【0048】さらに、支柱や屋根支持用梁材等の構造材
自体には、通水孔をあけないので、構造材の強度の低下
を防止することができて、耐久性にすぐれているという
効果を奏する。Further, since water holes are not formed in the structural materials themselves such as columns and roof supporting beams, it is possible to prevent the structural materials from being deteriorated in strength and to have excellent durability. Play.
【図1】この発明の実施例を示すアプローチの概略斜視
図である。FIG. 1 is a schematic perspective view of an approach showing an embodiment of the present invention.
【図2】同アプローチの左側面図である。FIG. 2 is a left side view of the same approach.
【図3】同アプローチの正面図である。FIG. 3 is a front view of the same approach.
【図4】同アプローチの左側桁材と屋根支持用梁材およ
び連絡樋部材の交差部分を示す一部切欠き拡大正面図で
ある。FIG. 4 is a partially cutaway enlarged front view showing an intersecting portion of a left girder member, a roof supporting beam member, and a connecting gutter member of the approach.
【図5】同交差部分の一部切欠き拡大左側面図である。FIG. 5 is a partially cutaway enlarged left side view of the intersection.
【図6】同交差部分の一部切欠き拡大斜視図である。FIG. 6 is a partially cutaway enlarged perspective view of the intersection.
【図7】図1のアプローチの支柱に取り付けられた縦樋
部材、およびこれの下端部に接続された排水出口部材を
示す拡大斜視図である。7 is an enlarged perspective view showing a downspout member attached to a pillar of the approach of FIG. 1 and a drain outlet member connected to a lower end portion thereof.
【図8】図7のAーA線に沿う拡大断面図である。8 is an enlarged cross-sectional view taken along the line AA of FIG.
1 支柱 2 屋根 3 屋根支持用梁材 4,5 左右桁材 10 軒樋部 14 連絡樋部材 15 連絡樋部 25 雨水流出用筒形部材 31 結合部材 36 キャップ 40 縦樋部材 41 縦樋部 47 排水出口部材 1 Support 2 Roof 3 Roof support beam 4, 5 Left and right girder 10 Eaves gutter part 14 Communication gutter member 15 Communication gutter part 25 Rainwater outflow tubular member 31 Coupling member 36 Cap 40 Vertical gutter member 41 Vertical gutter part 47 Drainage Outlet member
Claims (1)
軒樋部(10)を有する左右一対の桁材(4) (5) と、屋根
(2) の下側において前後に所要間隔おきに配置された複
数本の支柱(1) と、各支柱(1) の上端部に取り付けられ
て屋根(2) を支持する屋根支持用梁材(3) とを備えてい
るアプローチ等組立建物において、屋根支持用梁材(3)
の上に、連絡樋部(15)を有する連絡樋部材(14)が長手方
向に載置され、屋根支持用梁材(3) および連絡樋部材(1
4)の左右両端部と、上記左右両桁材(4) (5) の所要箇所
とが、それぞれ結合部材(31)(31)を介して連結されると
ともに、左右両桁材(4) (5) の軒樋部(10)(10)が上記連
絡樋部材(14)の連絡樋部(15)を介して互いに連通せしめ
られ、屋根支持用梁材(3) および連絡樋部材(14)の左右
両端部にキャップ(36)(36)が被せ止められ、支柱(1) の
一側面に沿って縦樋部(41)を有する縦樋部材(40)が取り
付けられ、連絡樋部材(14)の連絡樋部(15)の雨水が、同
側の支柱(1) に沿う縦樋部材(40)の縦樋部(41)内を流下
して排出せられるようになされている、アプローチ等組
立建物における排水装置。1. A pair of left and right girders (4) (5) provided on both left and right edges of the roof (2) and having eaves gutters (10), and a roof
(2) A plurality of columns (1) arranged on the lower side of the column at predetermined intervals in the front and rear, and a roof support beam (which is attached to the upper end of each column (1) to support the roof (2). (3) Roof support beams (3)
A connecting gutter member (14) having a connecting gutter part (15) is placed in the longitudinal direction on the upper part of the roof girder (3) and the connecting gutter member (1).
The left and right end portions of 4) and the required portions of the left and right double-sided girder materials (4) and (5) are connected through the connecting members (31) and (31), respectively, and the left and right double-sided girder materials (4) (4) ( The eaves gutters (10) and (10) of 5) are connected to each other through the connection gutters (15) of the connection gutters (14), and the roof supporting beam (3) and the connection gutter (14) are connected. Caps (36) and (36) are attached to the left and right ends of the column, and a vertical gutter member (40) having a vertical gutter part (41) is attached along one side surface of the support column (1), and a connecting gutter member (14 ) Of the connection gutter part (15), the rainwater flows down the inside of the gutter part (41) of the gutter member (40) along the stanchion (1) on the same side, and the approach, etc. Drainage equipment in an assembled building.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15468995A JP3000196B2 (en) | 1995-06-21 | 1995-06-21 | Drainage system in approach building etc. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15468995A JP3000196B2 (en) | 1995-06-21 | 1995-06-21 | Drainage system in approach building etc. |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH094242A true JPH094242A (en) | 1997-01-07 |
JP3000196B2 JP3000196B2 (en) | 2000-01-17 |
Family
ID=15589786
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15468995A Expired - Fee Related JP3000196B2 (en) | 1995-06-21 | 1995-06-21 | Drainage system in approach building etc. |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3000196B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016102349A (en) * | 2014-11-28 | 2016-06-02 | 三協立山株式会社 | Simple building |
-
1995
- 1995-06-21 JP JP15468995A patent/JP3000196B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016102349A (en) * | 2014-11-28 | 2016-06-02 | 三協立山株式会社 | Simple building |
Also Published As
Publication number | Publication date |
---|---|
JP3000196B2 (en) | 2000-01-17 |
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