JPH05321339A - Angle adjustable weather shed - Google Patents
Angle adjustable weather shedInfo
- Publication number
- JPH05321339A JPH05321339A JP5043191A JP5043191A JPH05321339A JP H05321339 A JPH05321339 A JP H05321339A JP 5043191 A JP5043191 A JP 5043191A JP 5043191 A JP5043191 A JP 5043191A JP H05321339 A JPH05321339 A JP H05321339A
- Authority
- JP
- Japan
- Prior art keywords
- joint
- angle
- roof
- girder
- fixed
- 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
- 238000009434 installation Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract 1
- 229910000838 Al alloy Inorganic materials 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 230000000630 rising effect Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 1
- 230000037237 body shape Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000001012 protector Effects 0.000 description 1
Landscapes
- Building Awnings And Sunshades (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は,テラス,通路等として
屋外に設置する雨除けルーフに関し,特に設置場所が傾
斜地であったりする場合にも,好適に設置できる角度自
在雨除けルーフに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rain shelter roof which is installed outdoors such as a terrace or passage, and more particularly to an angle adjustable rain shelter roof which can be suitably installed even when the installation location is a sloping ground.
【0002】[0002]
【従来の技術】この種角度自在の雨除けルーフとして,
例えば実開昭59−192502号(実公平2−236
86号),実開平2−85704号が知られている。2. Description of the Related Art As a rain shelter with an angle of this kind,
For example, Jitsukai Sho 59-192502 (Jitsuhei 2-236)
No. 86) and Jitsukaihei 2-85704 are known.
【0003】これらによれば,いずれも支柱と横桁間
に,それぞれの構造による桁ジョイントを介設し,この
桁ジョイントによって,支柱に対する横桁の相対角度を
変え得るように,その角度を自在化するものとされてい
る。According to these methods, a girder joint of each structure is interposed between the column and the cross girder, and the angle can be freely adjusted so that the relative angle of the cross girder with respect to the column can be changed by this girder joint. It is supposed to be.
【0004】[0004]
【発明が解決しようとする課題】しかし,これらは,支
柱に対する横桁の相対角度を可変とするものであるか
ら,横桁長手方向に対する屋根角度を調整し得ても,横
桁直交方向への角度を調整し得ないという結果を招く。However, since these make the relative angle of the cross girder with respect to the column variable, even if the roof angle with respect to the longitudinal direction of the cross girder can be adjusted, the cross girder orthogonal direction can be adjusted. The result is that the angle cannot be adjusted.
【0005】このため,前記実開昭59−192502
号は,横桁直交方向に位置する支柱は,高さの異なるも
のを用いるものとして,設置場所に応じた支柱切断作業
を行うことを前提としている。Therefore, the above-mentioned Japanese Utility Model Laid-Open No. 59-192502
No. 1 assumes that the columns located in the transverse girder orthogonal direction will have different heights, and that the column cutting work will be performed according to the installation location.
【0006】本発明は,かかる従来のこの種雨除けルー
フの問題点に鑑みてなされたもので,本発明が目的とす
る処は,横桁直交方向の角度を可変自在とした角度自在
雨除けルーフを提供するにあり,更に,横桁長手方向,
直交方向双方の角度を可変自在として,傾斜地に対する
設置の適用性を可及的に高めた角度自在雨除けルーフを
提供するにある。The present invention has been made in view of the above-mentioned problems of the conventional rain protection roof, and an object of the present invention is to provide an angle rain control in which an angle in a transverse direction of a cross beam can be freely changed. In the provision of a roof, in addition to the longitudinal direction of the girder,
It is intended to provide an angle-controllable rain protection roof in which the applicability of installation on a sloping ground is increased as much as possible by making the angles of both orthogonal directions variable.
【0007】[0007]
【課題を解決するための手段】本発明は,屋根を構成す
る構造材である梁に着目し,この梁の横桁に対する角度
自在性を確保するために,横桁と梁間に梁角度自在手段
を施してなるものであって,即ち本発明は,固定ベース
部及びこれに一体の突出壁部を有する固定連結体と,該
連結体の突出壁部に重合嵌合状に配置した回動基部及び
これに一体の突出継手部を有する回動基体とによる梁ジ
ョイントを形成し,上記固定ベースを横桁に,突出継手
を梁にそれぞれ固定せしめるとともに回動基部を突出壁
部に回動可能に軸支連結せしめた梁角度自在装置を具備
してなることを特徴とする角度自在雨除けルーフ(請求
項1),及び支承部及び抱持壁を有する桁ジョイントを
形成し,支承部に横桁下端を支承せしめ,抱持壁を支柱
上端に回動可能に軸支連結せしめた横桁角度自在装置
を,請求項1の梁角度自在装置に追加的に具備してなる
ことを特徴とする角度自在雨除けルーフ(請求項2)に
係り且つこれらをそれぞれ発明の要旨として,前記各発
明の目的に対する解決手段としたものである。The present invention focuses on a beam which is a structural material constituting a roof, and in order to secure the angle flexibility of the beam with respect to the cross beam, a beam angle control means is provided between the cross beam and the beam. That is, according to the present invention, a fixed connecting body having a fixed base portion and a projecting wall portion integral with the fixed base portion, and a rotating base portion arranged in the protruding wall portion of the connecting body in a superposed fitting manner. And, a beam joint is formed with a rotating base having an integral projecting joint portion, and the fixed base is fixed to the cross beam and the projecting joint is fixed to the beam, and the rotating base is rotatable on the protruding wall portion. An angle adjustable rain protection roof (claim 1) comprising a beam angle universal device connected to a shaft support, and a girder joint having a bearing portion and a holding wall, and a transverse girder in the bearing portion. The lower end is supported, and the hugging wall can be rotated to the upper end of the column. An angle adjustable rain protection roof (Claim 2), characterized in that the beam angle adjustable device additionally connected to the beam girder is additionally provided to the beam angle adjustable device of Claim 1, and these are respectively provided in the invention. In summary, it is a means for solving the above-mentioned objects of the invention.
【0008】[0008]
【作用】本発明請求項1の梁角度自在装置にあっては,
梁ジョイントにおける,横桁側の固定連結体突出壁に対
して,梁側の回動基体回動基部が回動可能に軸支連結さ
れることにより,横桁に対する梁の相対角度が自在化,
即ち屋根角度が自在化し,横桁直交方向における,傾斜
地での直立支柱に対する屋根角度の適応性を得られる。In the beam angle control device according to claim 1 of the present invention,
The beam joint of the beam joint is rotatably connected to the projecting wall of the beam joint of the beam joint so that the relative angle of the beam to the beam can be freely adjusted.
That is, the roof angle can be freely set, and the adaptability of the roof angle to the upright pillar on the sloping ground in the direction orthogonal to the cross beam can be obtained.
【0009】また,請求項2にあっては,この横桁直交
方向への適応性に加えて,横桁角度自在装置によって,
支柱に対する横桁の相対角度を自在化し,横桁長手方向
における同様の屋根角度の適応性を得られる。According to the second aspect of the present invention, in addition to the adaptability in the transverse direction of the transverse girder, the transverse girder angle adjustable device allows
The relative angle of the cross girder with respect to the columns can be made flexible, and the same roof angle adaptability in the longitudinal direction of the cross girder can be obtained.
【0010】[0010]
【実施例】以下実施例を示す図面に従って本発明を更に
説明すれば,Aはアーチ状とした雨除けルーフ,Bは梁
角度自在装置,Cは横桁角度自在装置を示し,1は雨除
けルーフAの中空支柱,4は支柱1間に架設した横桁,
12は横桁4間に架設状に設けた屋根,13は屋根12
の構造材をなす梁,19は屋根12の屋根パネル,20
はパネル受材をそれぞれ示す。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be further described with reference to the drawings showing the following embodiments. A is an arched rain shelter roof, B is a beam angle adjustable device, C is a cross beam angle adjustable device, and 1 is a rain protector. Hollow pillar of roof A, 4 is a cross girder installed between pillars 1,
12 is a roof erected between the cross girders 4, 13 is a roof 12
, Which is a structural member of the roof, 19 is a roof panel of the roof 12, 20
Indicates panel receiving materials, respectively.
【0011】梁角度自在装置Bは,横桁4と屋根12の
梁13間に,それぞれの梁位置において介設せしめてあ
る。The beam angle control device B is interposed between the cross beam 4 and the beam 13 of the roof 12 at each beam position.
【0012】この梁角度自在装置Bは,梁ジョイント3
0を横桁4,梁13にそれぞれ固定することによって構
成されており,梁ジョイント30は,固定連結体31と
回動基体37とによって形成されている。This beam angle universal device B includes a beam joint 3
It is configured by fixing 0 to the cross girder 4 and the beam 13, respectively, and the beam joint 30 is formed by a fixed connecting body 31 and a rotating base body 37.
【0013】即ち,固定連結体31は,本例において,
湾曲厚肉(例えば5mm厚)にして120°の幅を有する
ようにした固定ベース部32と,この固定ベース部32
より湾曲面を面一とするようにその両端から対向して同
じく厚肉(例えば4.5mm)にして翼状に突出した一対
の円盤状の突出壁部35とを有して,アルミニウム合金
の鋳造品として一体に構成してあり,固定ベース部32
には,その長手方向に一対の透孔33を,また突出壁部
35の中央位置にはそれぞれ貫通孔36を備えてなる。That is, the fixed connecting body 31 is, in this example,
A fixed base portion 32 having a curved thickness (for example, a thickness of 5 mm) and a width of 120 °, and the fixed base portion 32.
A pair of disk-shaped projecting wall portions 35, which face each other from both ends so as to make the curved surfaces flush with each other and also have a thick wall (for example, 4.5 mm) and project like wings, The fixed base portion 32 is integrally formed as a product.
In addition, a pair of through holes 33 are provided in the longitudinal direction, and a through hole 36 is provided at the central position of the protruding wall portion 35.
【0014】一方,回動基体37は,本例において,上
記連結体31における一対の突出壁部35を包覆状に受
入れることによって,これと重合嵌合状となるようにし
た,同じく厚肉(例えば4.5mm)にして翼状に配置し
た一対の回動基部38と,この回動基部38を突設した
連結基部40の背面側に,該連結基部40の周縁部を残
すようにして突設した中空方形状厚肉(例えば4.5m
m)にして,数センチ(例えば4cm)程度の長さの突出
継手部41とを有し,更に上記回動基部38の各外側面
側上方端部側にそれぞれ方形状の嵌合突起46を有し
て,同様にアルミニウム合金の鋳造品として一体に構成
してあり,また上記一対の回動基部38の中央位置には
それぞれ貫通孔39を,突出継手部41上面には半円状
受溝42,その外方両側には各一対のネジ孔43を,突
出継手部41先端には先細状とした嵌合ガイド部44
を,更に上記嵌合突起46上下方向にはそれぞれネジ孔
47を設けたものとしてある。On the other hand, in the present embodiment, the rotary base 37 is adapted to receive the pair of projecting wall portions 35 of the connecting body 31 in a covering manner so as to be in a superposed fitting shape with the same. (For example, 4.5 mm), the pair of wing-shaped rotating bases 38 and the connecting bases 40 protruding from the rotating bases 38 are projected on the back side of the connecting bases 40 so that the peripheral edge of the connecting base 40 remains. The hollow thick wall (for example, 4.5m)
m) and a projecting joint portion 41 having a length of about several centimeters (for example, 4 cm), and square fitting protrusions 46 on the outer surface side upper end side of the rotating base portion 38. Similarly, it is integrally formed as an aluminum alloy casting, and a through hole 39 is formed at the center of each of the pair of rotating bases 38, and a semicircular receiving groove is formed on the upper surface of the protruding joint 41. 42, a pair of screw holes 43 on both outer sides thereof, and a tapered fitting guide portion 44 at the tip of the protruding joint portion 41.
Further, screw holes 47 are provided in the vertical direction of the fitting protrusion 46.
【0015】この梁ジョイント30における固定連結体
31は横桁4に,回動基体37は梁13にそれぞれ固定
してある。The fixed joint 31 of the beam joint 30 is fixed to the cross beam 4, and the rotating base 37 is fixed to the beam 13.
【0016】即ち,横桁4は,半円中空状の横桁本体5
の両側外端に水平段部6を残して,一側上方には垂直壁
7を,他側から中央位置に向けて上方に向けた中空立上
り部8をそれぞれ備えることにより,上記垂直壁7と中
空立上り部8間に雨樋部9を,また中空立上り部8に
は,120°の開口幅の弧状にして長手方向に一連の連
結体受座10を備え且つこの受座10の裏面側には2条
の肉盛り部11を備えて,アルミニウム合金で一体に構
成したものとしてある。That is, the cross girder 4 is a semi-circular hollow cross girder body 5.
By leaving a horizontal step 6 at the outer ends of both sides of the vertical wall 7 on one side, and by providing a hollow rising portion 8 directed upward from the other side toward the central position, A rain gutter part 9 is provided between the hollow rising parts 8, and the hollow rising part 8 is provided with a series of connecting body seats 10 in an arc shape having an opening width of 120 ° in the longitudinal direction. Is provided with two strips 11 and is integrally formed of aluminum alloy.
【0017】即ち,この横桁4には,所定の梁位置にお
いて,その連結体受座10に,固定連結体31の固定ベ
ース32を載置せしめるとともに,固定ベース32の一
対の透孔33から,上記肉盛り部11にネジ34を螺入
固定することによって,横桁4と固定連結体31とを固
定し,その突出壁部35を梁方向に突設せしめるものと
してなる。That is, at this predetermined position of the cross beam 4, the fixed base 32 of the fixed connecting body 31 is placed on the connecting body seat 10 of the beam, and from the pair of through holes 33 of the fixed base 32. The screws 34 are screwed into and fixed to the padding portion 11 to fix the cross girder 4 and the fixed connection body 31, and the projecting wall portion 35 thereof is projected in the beam direction.
【0018】一方,梁13は,上記突出継手部41の外
形に添うように,中空方形状とし,且つその上面に半円
状の嵌合突条15を垂下状に設けた梁本体14と,その
上面両側のガスケット受16,図示を省略した介設中骨
固定用に設けた中央の突出ネジ受条17とを備えて,ア
ルミニウム合金で一体に構成したものとしてあり,ま
た,本例の梁13にあっては,ベンダーにより,半径
2,500mmのアーチ状湾曲加工をしてあり,また,梁
端部においては,その上面に,上記突出継手部41に対
応するように4つの透孔を設けたものとしてある。On the other hand, the beam 13 has a hollow body shape so as to follow the outer shape of the protruding joint portion 41, and a beam main body 14 having a semicircular fitting protrusion 15 provided in a hanging shape on the upper surface thereof. It has a gasket support 16 on both sides of its upper surface, and a central protruding screw support 17 provided for fixing an intermediate bone (not shown), and is integrally constructed of an aluminum alloy. In No. 13, a bender is used to perform arched bending with a radius of 2,500 mm, and at the end of the beam, four through holes are formed on the upper surface so as to correspond to the protruding joint section 41. It is provided.
【0019】即ち,この梁13には,回動基体37の突
出継手部41を梁本体14の中空部に嵌入し,梁本体1
4の端部の透孔を介してネジ45を突出継手部41のネ
ジ孔43に螺入固定することによって,梁13と回動基
体37とを固定せしめるものとしてある。この固定にあ
っては,上記突出継手部41の嵌合ガイド部44がその
嵌合を容易化し,また,半円状受溝42と嵌合突条15
とが更に嵌合することにより,突出継手部41と梁13
との固定を強固にして,耐捩れ性を確保するようにな
る。That is, the protruding joint portion 41 of the rotary base 37 is fitted into the hollow portion of the beam main body 14 in the beam 13, and the beam main body 1
The beam 13 is fixed to the rotary base 37 by screwing and fixing the screw 45 into the screw hole 43 of the protruding joint portion 41 through the through hole at the end of No. 4. In this fixing, the fitting guide portion 44 of the protruding joint portion 41 facilitates the fitting, and the semi-circular receiving groove 42 and the fitting projection 15
By further fitting and, the protruding joint portion 41 and the beam 13
Tightening the fixation of and secures the twist resistance.
【0020】横桁4に固定した固定連結体31,梁13
に固定した回動基体37は,併せて,回動基部38が突
出壁部35に対して回動可能になるよう軸支連結せしめ
るものとしてある。Fixed connection body 31, beam 13 fixed to the cross beam 4
The rotation base 37 fixed to the above is also pivotally connected so that the rotation base 38 can rotate with respect to the protruding wall 35.
【0021】即ち,本例にあっては,固定連結体31に
おける一対の突出壁部35を,回動基体37の一対の回
動基部38間に嵌入状とすることによって,これらを重
合嵌合状とし,各貫通孔36,39にピン,ボルトナッ
ト等を貫通設置して,これらを軸支連結せしめてある。That is, in this embodiment, the pair of projecting wall portions 35 of the fixed connection body 31 are fitted between the pair of rotating base portions 38 of the rotating base body 37 so that they are superposed and fitted. Each of the through holes 36, 39 has a pin, a bolt nut, etc. penetratingly installed therein, and these are pivotally connected.
【0022】従って,本例の梁角度自在装置Bにあって
は,各梁13が横桁4に対して,梁ジョイント30を介
設することにより,自在な角度に設定されるに至ってい
る。Therefore, in the beam angle universal device B of this embodiment, each beam 13 can be set at an arbitrary angle by interposing the beam joint 30 with respect to the cross beam 4.
【0023】上記梁角度自在装置Bは,雨除けルーフに
単独に用いることができるが,本例の雨除けルーフA
は,これに追加的に横桁角度自在装置Cを併用したもの
としてある。The beam angle adjustable device B can be used alone in the rain protection roof, but the rain protection roof A of this embodiment is used.
In addition to this, the horizontal beam angle adjustable device C is additionally used.
【0024】横桁角度自在装置Cは,上記横桁4とこれ
を架設した支柱1間にそれぞれ介設せしめてある。The horizontal girder angle control device C is interposed between the horizontal girder 4 and the column 1 on which the horizontal girder 4 is installed.
【0025】この横桁角度自在装置Cは,桁ジョイント
50の支承部52に横桁4を支承固定し,抱持壁54を
支柱1上端に回動可能に軸支連結せしめることによって
構成してあり,本例の梁ジョイント50は,縦方向に2
分割した同形一対のジョイント部材51を対向配設して
なるものとしてある。This horizontal girder angle universal device C is constructed by supporting and fixing the horizontal girder 4 on the supporting part 52 of the girder joint 50, and rotatably and pivotally connecting the holding wall 54 to the upper end of the support column 1. Yes, the beam joint 50 of this example has 2
A pair of divided joint members 51 of the same shape are arranged to face each other.
【0026】即ち,ジョイント部材51は,上記横桁4
の半円中空状横桁本体5における片側外形形状に添う支
承部52と,横桁本体5の水平段部6に載置状となる,
内方突出の段部係合部53と,支承部52中間位置から
下方に垂下する抱持壁54と,この抱持壁54の対向面
側に突設した上下一対のボス55a,55bとを有し
て,アルミニウム合金の厚肉(例えば支承部52は8m
m)鋳造品として一体に構成してある。That is, the joint member 51 includes the horizontal beam 4
The semicircular hollow transverse girder main body 5 has a support portion 52 conforming to the outer shape on one side and the horizontal step portion 6 of the transverse girder main body 5 is placed.
An inwardly projecting step portion engaging portion 53, a holding wall 54 hanging downward from an intermediate position of the support portion 52, and a pair of upper and lower bosses 55a and 55b projecting on the opposing surface side of the holding wall 54 are provided. Having a thick wall of aluminum alloy (for example, the bearing 52 is 8 m
m) It is integrally constructed as a cast product.
【0027】このジョイント部材51は,図示されるよ
うに,一対を相対向させることによって,その支承部5
2と段部係合部53により,横桁本体5を抱持する如く
に横桁4を支承する一方,抱持壁54で,本例において
アルミニウム合金で一体とした中空支柱1上端部を抱持
状とし,且つ支柱1に透設した透孔に,上記上下一対の
うち下方のボス55bを挿通せしめ,また上方のボス5
5aはこれを中空支柱1の上端キャップ2上に位置せし
め,この状態でボルトナット56をボス55を介して締
結することにより,一対のジョイント部材51を一体化
した桁ジョイント50とし,併せ下方ボス55bのボル
トナット56により,この桁ジョイント50を支柱1に
回動可能に軸支連結せしめたものとしている。As shown in the drawing, the joint member 51 has a pair of bearings 5 formed by opposing each other.
While the horizontal girder 4 is supported by the step 2 and the step portion engaging portion 53 so as to hold the horizontal girder main body 5, the upper end of the hollow pillar 1 which is made of aluminum alloy in this embodiment is held by the holding wall 54. The lower boss 55b of the upper and lower pair is inserted through the through hole formed in the supporting column 1 through the upper boss 5.
5a is positioned on the upper end cap 2 of the hollow strut 1, and in this state, the bolt nut 56 is fastened via the boss 55 to form a girder joint 50 in which a pair of joint members 51 are integrated, and also a lower boss. The girder joint 50 is pivotally connected to the support 1 by a bolt nut 56 of 55b so as to be rotatable.
【0028】これにより,桁ジョイント50が横桁4に
実質的に固定される一方,横桁角度自在装置Cにあっ
て,横桁4と中空支柱1間に該桁ジョイント50を介設
することにより,横桁4が中空支柱1に対して自在な角
度に設定されるに至っている。As a result, the girder joint 50 is substantially fixed to the cross girder 4, while the girder joint 50 is provided between the cross girder 4 and the hollow column 1 in the cross girder universal device C. As a result, the cross beam 4 is set at a free angle with respect to the hollow support column 1.
【0029】本例において,屋根12における屋根パネ
ル19の固定は,パネル受材20を用いることにより行
われており,即ちパネル受材20は,パネル受面21
と,この先端をコ字状に折曲した受溝22と,パネル受
面21梁13側のやや凹陥して下向きとしたコ字状の被
嵌条23と,この被嵌条23下方の,横桁4の前記連結
体受座10に部分的に重合するようにした湾曲フイン2
4とを有してアルミニウム合金で一体に構成してあり,
且つ被嵌条23及び湾曲フイン24は,上記回動基体3
7位置で,一対の回動基部38を受入れるように切欠き
を設けたものとしてある。In this example, the roof panel 19 is fixed to the roof 12 by using the panel support member 20, that is, the panel support member 20 has the panel support surface 21.
And a receiving groove 22 whose tip is bent in a U shape, a U-shaped fitting 23 which is slightly recessed on the panel receiving surface 21 beam 13 side and faces downward, and below the fitting 23. A curved fin 2 adapted to partially overlap the connecting body seat 10 of the cross beam 4.
4 and are integrally formed of an aluminum alloy,
In addition, the fitted line 23 and the curved fin 24 are the
A cutout is provided so as to receive the pair of rotation base portions 38 at the 7-position.
【0030】そして,このパネル受材20は,回動基体
37の回動基部38上に,パネル受面21が位置するよ
うに配置する一方,下向きコ字状の被嵌条23に,前記
回動基体37の嵌合突起46を被嵌させ,この被嵌条2
3と被嵌突起46とをネジ25止めすることによって,
これを上記梁13に固定した回動基体37に対して固定
せしめるものとしてある。The panel receiving member 20 is arranged on the rotating base portion 38 of the rotating base body 37 so that the panel receiving surface 21 is located, while the panel receiving member 20 is attached to the downwardly U-shaped fitting line 23. The fitting protrusion 46 of the moving base 37 is fitted to
3 and the fitting projection 46 are fixed by the screw 25,
This is fixed to the rotating base 37 fixed to the beam 13.
【0031】屋根パネル19は,このパネル受材20の
受溝22に先端を嵌入し,パネル受面21に支承される
一方,アーチ状に湾曲した梁13に,そのガスケット受
16に嵌入した図示省略の衡衝ガスケットを介して載置
状に支承され,また各屋根パネル19の横桁長手方向端
部は梁13の突出ネジ受条17に対接して固定される。
このときガスケット受16と突出ネジ受条17間に形成
された上向き溝18によって,梁13と屋根パネル19
間の雨水は横桁4方向に誘導される。The roof panel 19 has its tip fitted in the groove 22 of the panel receiving member 20 and is supported by the panel receiving surface 21, while being fitted in the arched curved beam 13 in its gasket receiver 16. The roof panel 19 is supported in a stationary manner via a balance gasket (not shown), and the longitudinal ends of the transverse girders of the roof panels 19 are fixed in contact with the protruding screw bearings 17 of the beams 13.
At this time, the beams 13 and the roof panel 19 are formed by the upward groove 18 formed between the gasket receiver 16 and the protruding screw receiver 17.
Rainwater in the intervening direction will be guided in 4 directions of crossbeams.
【0032】なお,図中3は支柱1に添設した雨樋を示
す。Reference numeral 3 in the figure denotes a rain gutter attached to the support 1.
【0033】図示した例は以上のとおりとしたが,梁ジ
ョイントにおける固定連結体は,例えば倒ト字状に,両
側に固定ベースを張出させ,中央に突出壁部を突設した
もの,L字状に固定ベースを一側に設けたもの,或いは
突出壁部を単一厚肉の翼状にしたもの,これを更にブロ
ック状にしたもの等として構成することができ,また横
桁との固定,回動基体との軸支連結をなし且つ回動基部
を回動可能にする限り,上記側面円形のものとするには
及ばない。Although the illustrated example is as described above, the fixed connecting body in the beam joint is, for example, an inverted T-shape, in which fixed bases are projected on both sides and a protruding wall portion is provided in the center, L It can be configured as a letter-shaped fixed base provided on one side, or as a single thick-walled wing-shaped protruding wall, which can be further block-shaped, and can be fixed to a cross beam. As long as the pivot base is pivotally connected and the pivot base can be pivoted, it is not necessary to use the side circular shape.
【0034】また回動基体は,その回動基部を,上記突
出壁部と相互に重合嵌合状に配置すればよく,従って,
複数の突出壁部間に単一翼状又はブロック状の回動基部
を嵌入するようにし,或いは複数の回動基部を突出壁部
と交互に位置するように嵌入したりもできる。回動基体
における突出継手部も上記例と逆に梁を受入れ状に嵌合
するもの,基台状にして,梁を載置固定することによっ
てこれを下支え状に固定するもの,更には対向一対の継
手片を用いたり,L字状のものとしたりすることもでき
る。Further, the rotating base may be arranged such that its rotating base portion and the projecting wall portion are overlapped with each other.
A single wing-shaped or block-shaped rotating base may be fitted between the plurality of protruding walls, or the plurality of rotating bases may be fitted so as to be located alternately with the protruding walls. In contrast to the above example, the projecting joint portion of the rotating base is also one in which the beam is fitted in a receiving shape, one in which the beam is made into a base and fixed by supporting the beam by mounting and fixing it, and a pair of opposing members It is also possible to use the joint piece of No. 1 or to make it L-shaped.
【0035】更に横桁の固定ベース用の受座も適宜な断
面となし得て,湾曲面とする必要はないし,更に固定連
結体の固定に別途台座を介することもできる。Further, the seat for the fixed base of the transverse girder can also have an appropriate cross section and does not need to have a curved surface, and a pedestal can be additionally provided for fixing the fixed connecting body.
【0036】同様に梁形状も上記中空状のものとせず
に,所定の強度を得,また上記突出継手部との固定をな
し得れば適宜にこれを設定できる。Similarly, if the beam shape is not the hollow shape, a predetermined strength can be obtained and the beam can be fixed to the protruding joint portion, the beam strength can be appropriately set.
【0037】更に桁ジョイントは,上記のように分割す
ることなくこれを一体に構成し,例えば上記例の下方ボ
スを別体として後付けするようにすることもでき,また
段部係合部を設けることなく,桁ジョイント又はジョイ
ント材と横桁とをネジ固定したりすることもできる。Further, the girder joint may be formed integrally without being divided as described above, for example, the lower boss of the above example may be retrofitted as a separate body, and a step engaging portion may be provided. Alternatively, the girder joint or the joint material and the transverse girder can be fixed with screws.
【0038】以上からも判明するように,本発明の梁ジ
ョイント又は桁ジョイント或いはこれを構成する部材,
梁ジョイント又は桁ジョイントと横桁,梁又は支柱との
固定関係或いはこれら横桁,梁,支柱等における,具体
的構造,形状,材質,寸法等は,前記発明の要旨に反し
ない限り様々なものに変更でき,以上に図示し説明した
ものに限らない。As can be seen from the above, the beam joint or girder joint of the present invention or members constituting the beam joint or girder joint,
The fixed relationship between the beam joint or girder joint and the lateral girder, the beam or the pillar, or the specific structure, shape, material, dimensions, etc. of the lateral girder, the beam, the pillar, etc., are various unless they do not violate the gist of the invention. Can be changed to, and is not limited to those shown and described above.
【0039】[0039]
【発明の効果】本発明は,請求項1にあって,固定ベー
ス部及びこれに一体の突出壁部を有する固定連結体と,
該連結体の突出壁部に重合嵌合状に配置した回動基部及
びこれに一体の突出継手部を有する回動基体とによる梁
ジョイントを形成し,上記固定ベースを横桁に,突出継
手を梁にそれぞれ固定せしめるとともに回動基部を突出
壁部に回動可能に軸支連結せしめた梁角度自在装置を具
備してなることを特徴とするから,作用欄に記したよう
に横桁に対する梁の相互角度を自在化することができ,
従って,屋根の角度を可変化でき,横桁直交における傾
斜地での直立支柱に対する屋根角度を任意に設定するこ
とができ,その適応性を確保することが可能となる。According to the present invention, there is provided a fixed connecting body having a fixed base portion and a projecting wall portion integral with the fixed base portion,
A beam joint is formed on a protruding wall portion of the connecting body in a superposed fitting manner and a rotating base body having an integral protruding joint portion, and a beam joint is formed on the fixed base as a cross beam. It is characterized in that it is provided with a beam angle adjustable device which is fixed to each of the beams and whose pivoting base is rotatably and pivotally connected to the projecting wall part. The mutual angles of
Therefore, the angle of the roof can be made variable, and the roof angle can be set arbitrarily for the upright columns on the sloping ground orthogonal to the transverse girders, and its adaptability can be secured.
【0040】また,固定連結体の突出と,回動基体の回
動基部とは,重合嵌合状に配置されることになるから,
その軸支連結が強固になされ,屋根が風圧を受けても,
この梁ジョイントが変形したり,外れたりすることがな
く,横桁と梁との固定を確実化する。Further, since the protrusion of the fixed connection body and the rotation base of the rotation base are arranged in a superposed fitting manner,
Even if the roof is subject to wind pressure,
This beam joint will not be deformed or come off, ensuring the fixing of the cross beam and beam.
【0041】請求項2にあっては,支承部及び抱持壁を
有する桁ジョイントを形成し,支承部に横桁下端を支承
せしめ,抱持壁を支柱上端に回動可能に軸支連結せしめ
た横桁角度自在装置を,請求項1の梁角度自在装置に追
加的に具備してなることを特徴とするから,以上の効果
に加えて,横桁長手方向の屋根角度を任意に設定するこ
とができ,横桁長手方向,直交方向のいずれの傾斜地に
おける設置の適応性を確保することができる。According to a second aspect of the present invention, a girder joint having a supporting portion and a holding wall is formed, the lower end of the transverse girder is supported on the supporting portion, and the holding wall is pivotally connected to the upper end of the column so as to be rotatable. In addition to the above effects, the roof angle in the longitudinal direction of the girder can be arbitrarily set because the beam girder adjustable device is additionally provided in the beam angle adjustable device of claim 1. Therefore, it is possible to secure the adaptability of the installation on any sloped land in the longitudinal direction of the cross beam or in the orthogonal direction.
【0042】上記請求項のいずれも水平地における設置
に対する適応性を損うものではないので,本発明の雨除
けルーフは角度自在性を有することにより,設置場所に
対する共通性乃至汎用性を高めることにもなる。Since none of the above claims impairs adaptability to installation on a horizontal ground, the rain protection roof of the present invention has angular flexibility, thereby improving commonality or versatility with respect to installation locations. It also becomes.
【図1】雨除けルーフの側面図[Figure 1] Side view of the rain protection roof
【図2】雨除けルーフの正面図[Figure 2] Front view of the rain protection roof
【図3】傾斜地に設けた雨除けルーフの側面図FIG. 3 is a side view of a rain shelter roof provided on a sloping ground.
【図4】要部を示す縦断面図FIG. 4 is a vertical sectional view showing a main part.
【図5】固定連結体の平面図FIG. 5 is a plan view of a fixed connection body.
【図6】固定連結体の側面図FIG. 6 is a side view of a fixed connection body.
【図7】回動基体の平面図FIG. 7 is a plan view of a rotating base.
【図8】回動基体の側面図FIG. 8 is a side view of the rotating base.
【図9】支柱と桁ジョイントの関係を示す部分拡大側面
図FIG. 9 is a partially enlarged side view showing the relationship between the column and the girder joint.
【図10】梁の縦断面図[Figure 10] Longitudinal section of the beam
【図11】ジョイント部材の側面図[Fig. 11] Side view of the joint member
【図12】ジョイント部材の正面図[Fig. 12] Front view of the joint member
A 雨除けルーフ B 梁角度自在装置 C 横桁角度自在装置 1 支柱 4 横桁 10 連結体受座 12 屋根 13 梁 19 屋根パネル 20 パネル受材 30 梁ジョイント 31 固定連結体 32 固定ベース部 35 突出壁部 37 回動基体 38 回動基部 41 突出継手部 50 桁ジョイント 51 ジョイント部材 52 支承部 54 抱持壁 55 ボス A Rain shelter roof B Beam angle adjustable device C Cross girder angle adjustable device 1 Strut 4 Cross girder 10 Connection body seat 12 Roof 13 Beam 19 Roof panel 20 Panel support 30 Beam joint 31 Fixed connection body 32 Fixed base part 35 Projected wall Part 37 Pivot base 38 Pivot base 41 Projection joint part 50 Girder joint 51 Joint member 52 Bearing part 54 Holding wall 55 Boss
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 E04D 3/06 B 9130−2E E04F 10/08 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification code Office reference number FI technical display location E04D 3/06 B 9130-2E E04F 10/08
Claims (2)
を有する固定連結体と,該連結体の突出壁部に重合嵌合
状に配置した回動基部及びこれに一体の突出継手部を有
する回動基体とによる梁ジョイントを形成し,上記固定
ベースを横桁に,突出継手を梁にそれぞれ固定せしめる
とともに回動基部を突出壁部に回動可能に軸支連結せし
めた梁角度自在装置を具備してなることを特徴とする角
度自在雨除けルーフ。1. A fixed base body and a fixed connecting body having a protruding wall portion integral with the fixed base portion, a rotating base portion arranged in a superposed fitting manner on the protruding wall portion of the connecting body body, and a protruding joint portion integral with the rotating base portion. A beam-angle adjustable device in which a beam joint is formed with a rotating base, and the fixed base is fixed to the cross beam and the protruding joint is fixed to the beam, and the rotating base is rotatably connected to the protruding wall portion. An angle-free rain protection roof that is characterized by comprising:
を形成し,支承部に横桁下端を支承せしめ,抱持壁を支
柱上端に回動可能に軸支連結せしめた横桁角度自在装置
を,請求項1の梁角度自在装置に追加的に具備してなる
ことを特徴とする角度自在雨除けルーフ。2. A girder angle universal device in which a girder joint having a supporting part and a holding wall is formed, a lower end of a lateral girder is supported on the supporting part, and the holding wall is pivotally connected to the upper end of a support column so as to be rotatable. An angle adjustable rain shelter, further comprising the beam angle adjustable device according to claim 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3050431A JP2516101B2 (en) | 1991-02-22 | 1991-02-22 | Roof angle free rain shelter roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3050431A JP2516101B2 (en) | 1991-02-22 | 1991-02-22 | Roof angle free rain shelter roof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05321339A true JPH05321339A (en) | 1993-12-07 |
| JP2516101B2 JP2516101B2 (en) | 1996-07-10 |
Family
ID=12858682
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3050431A Expired - Fee Related JP2516101B2 (en) | 1991-02-22 | 1991-02-22 | Roof angle free rain shelter roof |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2516101B2 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101022856B1 (en) * | 2010-06-21 | 2011-03-17 | 케이솔 주식회사 | Sound insulation panel with angle adjustment |
| WO2013162009A1 (en) * | 2012-04-26 | 2013-10-31 | 京セラ株式会社 | Solar cell device |
| KR101525009B1 (en) * | 2014-06-05 | 2015-06-03 | 정형진 | Adjusting the angle of the joint profile |
| CN107460950A (en) * | 2017-09-25 | 2017-12-12 | 浙江昱美创新建筑科技有限公司 | A kind of prefabricated buildings |
| CN114411967A (en) * | 2022-02-17 | 2022-04-29 | 郑锋杰 | Large-span assembled space steel network building structure |
| CN116139551A (en) * | 2023-04-18 | 2023-05-23 | 山西省安装集团股份有限公司 | Supporting structure of settling tank |
-
1991
- 1991-02-22 JP JP3050431A patent/JP2516101B2/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101022856B1 (en) * | 2010-06-21 | 2011-03-17 | 케이솔 주식회사 | Sound insulation panel with angle adjustment |
| WO2013162009A1 (en) * | 2012-04-26 | 2013-10-31 | 京セラ株式会社 | Solar cell device |
| JPWO2013162009A1 (en) * | 2012-04-26 | 2015-12-24 | 京セラ株式会社 | Solar cell device |
| US9553543B2 (en) | 2012-04-26 | 2017-01-24 | Kyocera Corporation | Photovoltaic system |
| KR101525009B1 (en) * | 2014-06-05 | 2015-06-03 | 정형진 | Adjusting the angle of the joint profile |
| CN107460950A (en) * | 2017-09-25 | 2017-12-12 | 浙江昱美创新建筑科技有限公司 | A kind of prefabricated buildings |
| CN114411967A (en) * | 2022-02-17 | 2022-04-29 | 郑锋杰 | Large-span assembled space steel network building structure |
| CN116139551A (en) * | 2023-04-18 | 2023-05-23 | 山西省安装集团股份有限公司 | Supporting structure of settling tank |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2516101B2 (en) | 1996-07-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH05321339A (en) | Angle adjustable weather shed | |
| JPH06146523A (en) | Handrail post anchorage device | |
| JP2003529037A (en) | Framework for the construction of a structure including a house or a shed and / or a framework for installing an object including a condenser for air conditioning on the structure. | |
| JP2691508B2 (en) | Handrail support erecting device | |
| JP3119300B2 (en) | Attachment structure of vertical roofing exterior material | |
| JPH0742843U (en) | Folding morning glory device | |
| JPH09287233A (en) | Eaves edge unit installation structure | |
| JPH0625534Y2 (en) | Roof structure | |
| JPH09195591A (en) | Connection structure between prop and fence frame in fence for sloping ground | |
| JP2572558Y2 (en) | Fixing structure of suspension base | |
| JP2558255Y2 (en) | Fence joint structure | |
| JPH10115110A (en) | Assembled carport | |
| JPH08105019A (en) | Protective fence | |
| JPH02115453A (en) | Scaffold device for roofing | |
| JPS6134726Y2 (en) | ||
| JPH0442401Y2 (en) | ||
| JPH07247651A (en) | Device for erecting handrail post | |
| JP2511950Y2 (en) | Fence frame mounting structure for fences for sloping ground | |
| JPH0545065Y2 (en) | ||
| JPS6348757Y2 (en) | ||
| JPS5924748Y2 (en) | tiltable handrail | |
| JPH0415849Y2 (en) | ||
| JP7248964B2 (en) | Curing method for building frame and sheet support | |
| JPS5838082Y2 (en) | Balcony handrail pillar support structure | |
| JP2561391Y2 (en) | Main building connection structure of assembled roof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |