JPH0618516U - Assembly roof - Google Patents

Assembly roof

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Publication number
JPH0618516U
JPH0618516U JP6335092U JP6335092U JPH0618516U JP H0618516 U JPH0618516 U JP H0618516U JP 6335092 U JP6335092 U JP 6335092U JP 6335092 U JP6335092 U JP 6335092U JP H0618516 U JPH0618516 U JP H0618516U
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JP
Japan
Prior art keywords
girder
roof
bracket
pin
attached
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
JP6335092U
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Japanese (ja)
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JP2548614Y2 (en
Inventor
嗣男 井上
Original Assignee
新日軽株式会社
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Priority to JP6335092U priority Critical patent/JP2548614Y2/en
Publication of JPH0618516U publication Critical patent/JPH0618516U/en
Application granted granted Critical
Publication of JP2548614Y2 publication Critical patent/JP2548614Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

(57)【要約】 【目的】 バス停などの屋根として用いられる組立屋根
を、支柱の設置間隔、桁の取付け間隔、梁の長さが設計
通りでな場合や、梁の切り詰め、傾斜状態での設置への
対応が容易で、現場での取り付け施工が非常に簡単なも
のとする。 【構成】 複数の支柱21上に取付けた桁22に別途組
み立てた屋根体ユニット20を取付ける。桁22は連結
装置26を介して支柱21の上端にピン結合し、傾斜へ
の対応を簡単にする。屋根体ユニット20は梁33の両
端に取り付けたブラケット35を桁22上の連結金具2
3にピン結合する。支柱や桁の位置ずれや、切り詰めや
製造寸法のずれなどで梁33とブラケット35と連結金
具23の取り合いがずれた場合は、長孔51を利用して
連結金具23を梁33の張り渡し方向に移動させ、取り
合い位置を微調整する。
(57) [Abstract] [Purpose] For an assembled roof used as a roof for a bus stop, etc., when the installation intervals of columns, installation intervals of girders, and beam lengths are not as designed, The installation will be easy and the on-site installation will be very easy. [Structure] A separately assembled roof body unit 20 is attached to a girder 22 mounted on a plurality of columns 21. The spar 22 is pin-coupled to the upper end of the column 21 via a coupling device 26 to facilitate the handling of inclination. The roof unit 20 includes brackets 35 attached to both ends of a beam 33 and connecting brackets 2 on the girder 22.
Pin connect to 3. If the beam 33, the bracket 35, and the connecting fitting 23 are misaligned due to the positional deviation of the support columns or girders, the cutout, the manufacturing dimension deviation, or the like, the elongated hole 51 is used to connect the connecting fitting 23 to the beam 33. Move to and finely adjust the mounting position.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案はバスの停留所、タクシー乗り場、車庫スペース、渡り廊下などの建物 間の通路、門と玄関の間のアプローチなどにおいて、雨よけ、日よけ用の屋根と して用いられる組立屋根に関する。 The present invention relates to a prefabricated roof used as a roof for rain and awning at a bus stop, a taxi stand, a garage space, a passageway between buildings such as a corridor, and an approach between a gate and an entrance.

【0002】[0002]

【従来の技術】[Prior art]

従来バス停などの屋根に用いられている組立屋根には図7〜図9に示すような 構造のものがある。この従来の組立屋根は、主に複数の支柱1、桁2、梁3、母 屋4及びパネル材5からなる。支柱1と桁2との連結にはジョイント金具6a、 6bを用い、桁2と梁3との連結には桁2上に固設した梁受け金具7、7と梁3 の両端にビス止めしたコ字状の連結金具8、8とを用いている。 Assembled roofs that have been conventionally used for roofs of bus stops and the like have structures shown in FIGS. 7 to 9. This conventional assembled roof mainly consists of a plurality of columns 1, girders 2, beams 3, purlins 4 and panel members 5. Joint metal fittings 6a and 6b were used to connect the support 1 and the girder 2, and screw fittings were fixed to both ends of the beam receiving metal fittings 7 and 7 fixed to the girder 2 to connect the girder 2 and the beam 3. The U-shaped connecting fittings 8 and 8 are used.

【0003】 この従来の構造は、概ね以下の手順で組み立てる。即ち、 (1)支柱1の上端に支柱キャップ9を介して桁2を載せ、桁2の側面をジョイ ント金具6a、6bで挟みつつ、支柱1とジョイント金具6a、6bにスタッド ボルト10を通してナット11を締め付け、支柱1と桁2を連結する。 (2)傾斜状態で設置する部分においては図7中の矢印A部分に示すように、ジ ョイント金具6a(図示していないがジョイント金具6bも)傾斜に合わせて支 柱1への取付角度を傾ける。 (3)対向する桁2上にそれぞれ固設した梁受け金具7、7間に、梁3を掛け渡 してねじ止めする。具体的には、梁3両端の連結金具8、8を、円形薄板状の梁 受け金具7を挾んで両側からねじ止めする。 (4)梁3、3間それぞれに中央部で母屋4をねじ止めする。 (5)梁受け金具7、7間を覆うように、断面逆L字状のパネル受け材12を連 結金具8にねじ止めする。そして (6)屋根材となるパネル材5は、一対の梁3、3、母屋4及び梁受け金具7で 囲まれる開口部分Xに、上側から一枚ずつねじ止めする。 なお図7中の13はカバー材であり、梁3、母屋4上に取り付けてパネル材5の 縁を挟むものである。This conventional structure is generally assembled in the following procedure. That is, (1) Place the girder 2 on the upper end of the strut 1 via the strut cap 9, and sandwich the side surface of the girder 2 with joint fittings 6a and 6b, and pass the stud bolt 10 through the strut 1 and the joint fittings 6a and 6b. Tighten 11 and connect the strut 1 and the girder 2. (2) As shown by the arrow A in FIG. 7, in the portion to be installed in a tilted state, the fitting angle of the joint metal fitting 6a (also the joint metal fitting 6b (not shown)) should be adjusted according to the inclination. Tilt. (3) The beam 3 is bridged between the beam receiving metal fittings 7 and 7 fixedly mounted on the opposing girders 2 and screwed. Specifically, the connecting metal fittings 8, 8 at both ends of the beam 3 are clamped by a circular thin plate-shaped beam receiving metal fitting 7 and screwed from both sides. (4) The purlin 4 is screwed at the center between the beams 3 and 3. (5) A panel receiving member 12 having an inverted L-shaped cross section is screwed to the connecting fitting 8 so as to cover the space between the beam receiving fittings 7, 7. (6) The panel material 5 serving as a roof material is screwed to the opening portion X surrounded by the pair of beams 3, 3, the purlin 4, and the beam receiving metal fitting 7 one by one from the upper side. Reference numeral 13 in FIG. 7 is a cover material, which is mounted on the beam 3 and the purlin 4 to sandwich the edge of the panel material 5.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

上述のような従来の組立屋根では、梁受け金具7の位置を変えられないため、 梁受け金具7、7間の寸法と連結金具8、8を含めた梁3の長さがほぼ正確に一 致するように支柱1を立て、また支柱1に桁2を取付けないと、梁3を張り渡す ことが困難になる。また同様の理由により、梁3の長さ寸法が少しでも違ってい ると取付けられなくなってしまうことがある。さらに、現場において間口寸法を 調節するために梁3を切り詰めることがあるが、この場合は、曲率中心を通る径 に沿って正確に梁3の両端を切断する必要がある。即ち、梁受け金具7が桁2に 固定されているため、梁3端面の角度が切断によって変化してしまうと梁受け金 具7と連結金具8との取り合いが悪くなり、連結できなくなってしまう状態も生 じるからである。ところがこのような精度を要する切り詰めを現場で行なうこと は難しく、現場作業者が非常に苦労するものとなっていた。 In the conventional roof as described above, the position of the beam receiving metal fittings 7 cannot be changed, so that the dimension between the beam receiving metal fittings 7, 7 and the length of the beam 3 including the connecting metal fittings 8, 8 are almost exactly the same. It is difficult to stretch the beam 3 unless the column 1 is erected so that the beam 2 is attached to the column 1. For the same reason, if the length of the beam 3 is slightly different, the beam 3 may not be attached. Further, the beam 3 may be cut down in order to adjust the frontage size at the site, but in this case, it is necessary to cut the both ends of the beam 3 accurately along the diameter passing through the center of curvature. That is, since the beam receiving metal fitting 7 is fixed to the girder 2, if the angle of the end surface of the beam 3 changes due to cutting, the connection between the beam receiving metal fitting 7 and the connecting metal fitting 8 becomes poor and the connection becomes impossible. This is because the condition also occurs. However, it is difficult to perform such a truncation that requires high precision on site, and it has become a very difficult task for site workers.

【0005】 また傾斜地での設置では、対向する桁2、2同士の傾斜角度と、支柱1に対す るジョイント金具6a、6bの傾斜角度とをきちんと対応させなければならない 。このため、支柱キャップ9上に桁2を載せてジョイント金具6a、6bを緩く ボルト止めし、桁2、2同士の傾斜角度を調整し、しかもジョイント金具6a、 6bの傾きも対応させて桁2の締め付けが均等になるよう調節するという作業が 必要である。即ち、作業者の熟練を相当程度要求することになり面倒な作業が要 求されていた。Further, in the installation on a sloped ground, the inclination angles of the facing girders 2 and 2 and the inclination angles of the joint fittings 6a and 6b with respect to the support column 1 must be properly matched. For this reason, the girder 2 is placed on the column cap 9 and the joint fittings 6a and 6b are loosely bolted to adjust the inclination angles of the girders 2 and 2 and the joint fittings 6a and 6b are also tilted to correspond to each other. It is necessary to adjust the tightening of the screws so that they are even. In other words, the skill of the worker is required to a considerable extent, and thus the troublesome work is required.

【0006】 本考案は上記従来の問題点に鑑みてなしたもので、支柱及び桁間の距離変化、 梁の長さ寸法の変化、また梁の切り詰めによる梁と桁の取り合い状態変化に容易 に対応でき、傾斜状態での設置も簡単に行なえる組立屋根を提供することを目的 とする。The present invention has been made in view of the above problems of the prior art, and can easily change the distance between the column and the girder, change the length of the beam, and change the state of engagement between the beam and the girder due to truncation of the beam. The purpose is to provide a prefabricated roof that can be installed and can be easily installed in a tilted state.

【0007】[0007]

【課題を解決するための手段】[Means for Solving the Problems]

本考案に係る組立屋根は上記目的を達成するために、支柱その他の構造体に張 り渡した桁に取り付けるものであって、梁の両端にピン結合用ブラケットを取付 け、桁上の梁取付対応位置に、梁の張り渡し方向で位置調整可能にブラケット受 けを取付け、ブラケットをブラケット受けにピンで軸支して梁の長手方向に沿っ て上下方向揺動可能に取り付け、梁と桁をピン結合する構成としたものである。 In order to achieve the above-mentioned object, the assembled roof according to the present invention is to be attached to a girder stretched over columns or other structures, in which brackets for connecting pins are attached to both ends of the beam to attach the beam on the girder. Attach the bracket holder to the corresponding position so that the position can be adjusted in the beam straddling direction, and pivotally support the bracket on the bracket holder with a pin so that it can swing vertically along the length of the beam. It is configured to be pin-coupled.

【0008】 本考案に係る組立屋根は、桁の下面と柱の上端の間にピン結合用の連結装置を 配し、連結装置は桁下面の柱対応位置に固定して下方へ突出する第一の突片部材 と、柱の上端面に固定して上方へ突出する第二の突片部材とからなり、第一、第 二の突片部材を組み合わせ、揺動方向が桁の長手方向に沿って上下方向となるよ うにピンを結合する構成とすることができる。In the assembled roof according to the present invention, a connecting device for pin connection is arranged between the lower surface of the girder and the upper ends of the columns, and the connecting device is fixed to a column-corresponding position on the lower surface of the girder and protrudes downward. And a second projecting piece member that is fixed to the upper end surface of the column and projects upward.The first and second projecting piece members are combined, and the swinging direction is along the longitudinal direction of the girder. The pins can be connected so that they are vertically oriented.

【0009】[0009]

【実施例】【Example】

以下本考案の実施例を図面を参照して説明する。図1は本考案の一実施例に係 る組立屋根の組み立て構造を拡大して示す分解部分斜視図、図2は同組立状態の 部分斜視図、図3は本考案の一実施例に係る組立屋根を傾斜地に立設した状態の 側面図、図4は図3中の矢印4−4線に沿う拡大断面図である。また図5は図1 に示すブラケットとブラケット受けを抜き出して示す分解斜視図、図6は図3の 矢印B部分の拡大側面図である。 Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an exploded partial perspective view showing an enlarged assembly structure of an assembled roof according to an embodiment of the present invention, FIG. 2 is a partial perspective view of the same assembled state, and FIG. 3 is an assembly according to one embodiment of the present invention. FIG. 4 is a side view showing a state in which the roof is erected on a slope, and FIG. 4 is an enlarged sectional view taken along the line 4-4 in FIG. 5 is an exploded perspective view showing the bracket and the bracket receiver shown in FIG. 1 in an extracted manner, and FIG. 6 is an enlarged side view of a portion indicated by an arrow B in FIG.

【0010】 図示の組立屋根は、屋根体ユニット20を支柱21の上端に取り付けた桁22 上に掛け渡して構成してある。The assembled roof shown in the figure is constructed by spanning a roof unit 20 on a girder 22 attached to the upper ends of columns 21.

【0011】 まず、支柱21と桁22の連結構造について説明する。桁22の断面形状は、 屋根体ユニット20を上部平坦面22aに取り付けるための連結金具23を固定 する矩形部24を内側に、雨樋となる溝部25を外側に形成したもので、連結装 置26を介して支柱21の上端に取り付けてある。連結装置26は、桁22の下 面にねじ止めする上基板27と、この上基板27の下面から突出する上連結板2 8と、支柱21の上端面にねじ止めする下基板29と、下基板29から所定の間 隔をおいて上方へ突出する一対の下連結板30、30とからなる。これら上連結 板28と下連結板30にはそれぞれボルト孔28a、30aを設けてあり、下基 板30、30の間に上基板28を挟んで連結ボルト31を挿通することによりピ ン結合できるようになっている。First, the connection structure of the support column 21 and the girder 22 will be described. The cross-sectional shape of the girder 22 is such that a rectangular portion 24 for fixing a connecting fitting 23 for attaching the roof unit 20 to the upper flat surface 22a is formed on the inside and a groove portion 25 serving as a rain gutter is formed on the outside. It is attached to the upper end of the column 21 via 26. The connecting device 26 includes an upper substrate 27 that is screwed to the lower surface of the girder 22, an upper connecting plate 28 that projects from the lower surface of the upper substrate 27, a lower substrate 29 that is screwed to the upper end surface of the column 21, and a lower substrate 29. The base plate 29 is composed of a pair of lower connecting plates 30 and 30 protruding upward with a predetermined gap. The upper connecting plate 28 and the lower connecting plate 30 are provided with bolt holes 28a and 30a, respectively, and pin connection can be made by inserting the connecting bolt 31 with the upper substrate 28 sandwiched between the lower base plates 30 and 30. It is like this.

【0012】 即ち、2本の支柱21、21に対して連結装置26で桁22を取付けるので、 いわゆる平行リンクが形成される。このため上連結板28と下連結板30を組み 合わせ、連結ボルト31に袋ナット32を緩く嵌めておけば、桁22をその長手 方向に移動させるだけで支柱21、21の上端を結ぶ線に対して常に平行を保っ て位置を可変でき、また袋ナット32を堅く締めれば位置を固定できるようにな っている。That is, since the beam 22 is attached to the two columns 21 by the connecting device 26, a so-called parallel link is formed. Therefore, if the upper connecting plate 28 and the lower connecting plate 30 are combined and the cap nut 32 is loosely fitted to the connecting bolt 31, the girder 22 is moved in the longitudinal direction thereof to form a line connecting the upper ends of the columns 21, 21. On the other hand, the position can be changed while always keeping parallel, and the position can be fixed by tightly tightening the cap nut 32.

【0013】 次に屋根体ユニット20について説明する。屋根体ユニット20は主に、梁3 3、母屋34、ブラケット35、パネル受け部材36及びパネル材37からなる 。これら各構成部品は、アルミニウムの押し出し型材や型鋼材などから形成した ものである。Next, the roof unit 20 will be described. The roof body unit 20 mainly includes a beam 33, a purlin 34, a bracket 35, a panel receiving member 36, and a panel material 37. Each of these components is made of extruded aluminum or shaped steel.

【0014】 梁33は概ね矩形の断面形状を有し(図6参照)、偏平なかまぼこ屋根状のア ーチを形成するために、比較的大きな曲率半径の円弧形状を有する(図4参照) 。この梁33は、中央部に押さえ材38と組み合わせる突起39を形成したもの である。また母屋34は、梁33と同様に概ね矩形の断面形状を有し、中央部を 若干窪ませてそこに押さえ材40と組み合わせる突起41を形成したものである 。これら突起39、41は、各押さえ材38、40を梁33、母屋34に組み合 わせたときに側面長手方向に沿って隙間ができるようにして、パネル材37の縁 を比較的緩く挟み付け保持できるようにするものである。The beam 33 has a generally rectangular cross-sectional shape (see FIG. 6), and has an arc shape with a relatively large radius of curvature to form a flat, semi-cylindrical roof-shaped arch (see FIG. 4). . The beam 33 has a protrusion 39 formed at the center thereof to be combined with the pressing member 38. Further, the purlin 34 has a substantially rectangular cross-sectional shape similar to the beam 33, and has a protrusion 41 which is combined with the pressing member 40 and has a slightly recessed central portion. These projections 39 and 41 allow a gap to be formed along the longitudinal direction of the side surface when the pressing members 38 and 40 are combined with the beam 33 and the purlin 34, so that the edge of the panel member 37 is relatively loosely sandwiched. It can be held.

【0015】 ブラケット35は、内部を中空とした基部42と、基部42から母屋34側へ 突出する差し込み端部43と、基部42の後端に突出形成した断面逆L字状の水 切り取り付け部44とからなる。基部42は、桁22上の連結金具23へピン結 合するための軸孔45を側面に設け、差し込み端部43側にはパネル受け部材3 6を取り付ける受け板46をねじ止めする段部46aが形成してある。差し込み 端部43は先端に若干のテーパを付けた直方体形状を有し、梁33内へ差し込ん でねじ止めできるようになっている。さらに、水切り取り付け部44には水切り 47をねじ止めできるようになっている。The bracket 35 includes a base portion 42 having a hollow interior, an insertion end portion 43 protruding from the base portion 42 toward the purlin 34, and a drain attachment portion having an inverted L-shaped cross section formed at the rear end of the base portion 42. And 44. The base portion 42 is provided with a shaft hole 45 on its side surface for pin-connecting to the connecting fitting 23 on the girder 22, and a step portion 46a for screwing a receiving plate 46 for attaching the panel receiving member 36 to the insertion end portion 43 side. Is formed. The insertion end 43 has a rectangular parallelepiped shape with a slight taper at the tip, and can be inserted into the beam 33 and screwed. Further, a water drain 47 can be screwed to the water drain mounting portion 44.

【0016】 連結金具23は、基板48上に一対の結合板49、49を間隔を置いて立てた ものである。結合板49、49の間隔は、ブラケット35の基部42内へ差し込 める寸法となっており、ブラケット35の基部42の軸孔45と対応する位置に ピン孔50を設けてある。また基板48は一対の長孔51からねじ52を桁22 の矩形部24の上部平坦面22aにねじ込んで固定するようになっており、長孔 51の範囲内で梁33の張り渡し方向に沿って固定位置を可変としてある。The connecting fitting 23 is formed by arranging a pair of connecting plates 49, 49 on a substrate 48 with a space therebetween. The distance between the connecting plates 49, 49 is such that they can be inserted into the base portion 42 of the bracket 35, and a pin hole 50 is provided at a position corresponding to the shaft hole 45 of the base portion 42 of the bracket 35. Further, the board 48 is configured such that a screw 52 is screwed into the upper flat surface 22a of the rectangular portion 24 of the girder 22 from a pair of long holes 51 and fixed along the extending direction of the beam 33 within the range of the long hole 51. The fixed position is variable.

【0017】 パネル受け部材36は概ね逆L字形状の断面形状を有し、一方の縁部には溝部 53を、他方の縁部にはパネル差し込み部54を備える。溝部53は、受け板4 6の先端を受け入れてねじで連結することにより、パネル受け部材36をブラケ ット35の側面側に連設するためのものである。また、パネル差し込み部54は 、断面がコ字状の溝を形成するものであり、パネル材37の下端縁を受け入れて 保持することができるようになっている。なお、パネル差し込み部54のブラケ ット35側は適宜寸法に渡って切り欠いてあり、パネル材37表面を流れ落ちる 雨などがそこから桁22の溝部25へ流れ込むようにしてある。The panel receiving member 36 has a substantially inverted L-shaped cross section, and has a groove portion 53 at one edge portion and a panel insertion portion 54 at the other edge portion. The groove portion 53 is for connecting the panel receiving member 36 to the side surface side of the bracket 35 by receiving the tip of the receiving plate 46 and connecting it with a screw. Further, the panel insertion portion 54 forms a groove having a U-shaped cross section, and can receive and hold the lower end edge of the panel material 37. The bracket 35 side of the panel insertion portion 54 is cut out in an appropriate size so that rain or the like flowing down the surface of the panel material 37 flows into the groove portion 25 of the girder 22 from there.

【0018】 パネル材37は、例えば透光性を有する合成樹脂平板を用いるが、もちろんこ の種の組立屋根に用いる屋根材であって、側縁及び上縁が梁33、母屋34と押 さえ材38、40で挟め、下縁がパネル受け部材36のパネル差し込み部54内 に差し込めるものであればどのようなものでも採用できる。As the panel material 37, for example, a synthetic resin flat plate having a light-transmitting property is used. Of course, the panel material 37 is a roof material used for an assembled roof of this kind. Any material can be adopted as long as it can be sandwiched between the materials 38 and 40 and the lower edge can be inserted into the panel insertion portion 54 of the panel receiving member 36.

【0019】 次に本実施例に係る組立屋根の組み立てる手順を説明する。 (1)傾斜地の所定位置に複数本立設した支柱21の上端に、連結装置26を介 して桁22を取り付け、先に述べたように支柱21、21の上端を結ぶ線に対し て桁22を平行移動させ、左右の桁22、22の高さ位置を揃えておく。なお桁 22には、梁33の連結位置に予め連結金具23をねじ52により仮固定してお く。 (2)一方、支柱の立設、桁22の取り付けとは別途の作業として、屋根体ユニ ット20の組立を以下のように行なう。なおこの屋根体ユニット20の組立作業 は、従来の例の作業とは異なり、地面上や作業台上で行なうことになる。 (イ)すべての梁33の両端部にそれぞれブラケット35の差し込み端部43 を挿入し、梁33の上面側からねじ止めする。 (ロ)梁33の中央部に母屋34を連結し、屋根体ユニット20としての骨組 み構造を形成する。なお梁33と母屋34の連結構造については図示を省略して あるが、従来公知の種々の連結手法を採用すればよい。 (ハ)ブラケット35の段部46aにねじ止めしておいた受け板46の端部が 溝部53へ入り込むように、パネル受け部材36をブラケット35に対して位置 決めし、受け板46とパネル受け部材36とをねじで連結固定する。図示は省略 するがこの状態で一対の梁33、33、母屋34、パネル受け部材36によって 、従来の例の開口部分Xと同様の開口部分が形成される。図3中の矢印X1部分 が開口部分に相当するが、図3ではもちろん既にパネル材37を取付けた状態と なっている。 (ニ)パネル材37の下縁をパネル受け部材36のパネル差し込み部54に差 し込むとともに、側縁を梁33上に乗せる。またパネル材37の上縁は母屋34 上に乗せる。これによって開口部分X1を塞ぎ、パネル材37の側縁、上縁の上 から押さえ材38、40を乗せて梁33、母屋34に固定してユニット化を終え る。パネル材37の側縁と上縁を、梁33、母屋34の突起39、41を乗り越 えないようにして、既に述べたように梁33、母屋34と押さえ材38、40の 間に挟まれるようにするのはもちろんである。 (3)上述のように組み立てた屋根体ユニット20を、複数人の作業者によって 、もしくはユニック車等を用いて持ち上げて桁22上に乗せ、ブラケット35の 基部42内に桁22上の連結金具23の結合板49を嵌入させ、ブラケット35 の軸孔45からボルト54を差し込んでピン結合する。 (4)支柱21の設置間隔、桁22の取付け間隔が設計位置からずれていたり、 梁33の長さが設計寸法通りでなかったり、さらには梁33を切り詰めたりして ブラケット35と連結金具23の取り合いにずれがでた場合は、長孔51を利用 して連結金具23を梁33の張り渡し方向に移動させ、取り合い位置を微調整す る。このときブラケット35の角度は予定の角度とは異なってしまうが、上述の ようにブラケット35と連結金具23とは縦方向に揺動可能なピン結合であるの で、ブラケット35を連結金具23に取付けられさえすれば角度の変化は取付に 際しての問題にはならない。Next, a procedure for assembling the assembled roof according to this embodiment will be described. (1) A girder 22 is attached to the upper ends of a plurality of columns 21 standing upright at a predetermined position on a sloping ground via a coupling device 26, and the girder 22 is attached to the line connecting the upper ends of the columns 21, 21 as described above. Are moved in parallel, and the height positions of the left and right girders 22, 22 are aligned. It is to be noted that the connection fitting 23 is temporarily fixed to the girder 22 in advance at the connection position of the beam 33 with the screw 52. (2) On the other hand, the roof unit 20 is assembled as follows as a work separate from the stand upright and the girder 22 installation. Unlike the work of the conventional example, the work of assembling the roof unit 20 is performed on the ground or a workbench. (A) Insert the insertion ends 43 of the brackets 35 into both ends of all the beams 33, and screw them from the upper surface side of the beams 33. (B) A purlin 34 is connected to the central portion of the beam 33 to form a frame structure as the roof unit 20. Although the connection structure of the beam 33 and the purlin 34 is not shown, various conventionally known connection methods may be adopted. (C) The panel receiving member 36 is positioned with respect to the bracket 35 so that the end of the receiving plate 46 screwed to the stepped portion 46a of the bracket 35 enters the groove 53, and the receiving plate 46 and the panel receiving member 36 are positioned. The member 36 is screwed and fixed. Although illustration is omitted, in this state, an opening portion similar to the opening portion X in the conventional example is formed by the pair of beams 33, 33, the purlin 34, and the panel receiving member 36. The portion indicated by the arrow X1 in FIG. 3 corresponds to the opening portion, but in FIG. 3, the panel member 37 is of course already attached. (D) The lower edge of the panel material 37 is inserted into the panel insertion portion 54 of the panel receiving member 36, and the side edge is placed on the beam 33. The upper edge of the panel material 37 is placed on the purlin 34. As a result, the opening portion X1 is closed, and the pressing members 38 and 40 are placed on the side edge and the upper edge of the panel material 37 and fixed to the beam 33 and the purlin 34 to complete the unitization. The side edge and the upper edge of the panel member 37 are sandwiched between the beam 33, the purlin 34 and the pressing members 38, 40 so as not to get over the projections 39, 41 of the beam 33, the purlin 34, as described above. Of course, (3) The roof body unit 20 assembled as described above is lifted by a plurality of workers or by using a unic car or the like and placed on the girder 22, and the fitting fitting on the girder 22 is placed in the base 42 of the bracket 35. The connecting plate 49 of 23 is fitted, and the bolt 54 is inserted from the shaft hole 45 of the bracket 35 to be pin-connected. (4) The installation interval of the columns 21 and the installation interval of the girders 22 are deviated from the design position, the length of the beam 33 does not conform to the design dimension, and further, the beam 33 is truncated so that the bracket 35 and the connecting bracket 23 If there is any deviation in the connection, the connection hole 23 is moved in the straddling direction of the beam 33 using the long hole 51 to finely adjust the connection position. At this time, the angle of the bracket 35 is different from the expected angle, but as described above, since the bracket 35 and the connecting fitting 23 are pin connections that can swing in the vertical direction, the bracket 35 is attached to the connecting fitting 23. Once installed, the change in angle is not a problem during installation.

【0020】 なおブラケット35の水切り取り付け部44に水切り47を取付けるのは、上 記(2)(ハ)もしくは(ニ)において行なえばよく、または上記(4)の後に 行なってもよい。また屋根体ユニット20の組立は現場で行なってもよいし、予 め工場内等で行なっておいて現場へ搬送してもよいので、上記(1)の手順と、 (2)の手順とは、いずれかが先行して行なわれなければならないというもので はない。The drainer 47 may be attached to the drainer mounting portion 44 of the bracket 35 in the above (2) (c) or (d), or after the above (4). Further, since the roof body unit 20 may be assembled on-site, or may be pre-assembled in a factory or the like and then transported to the site, the steps (1) and (2) above are not required. It doesn't mean that either has to be done first.

【0021】[0021]

【考案の効果】[Effect of device]

請求項1に係る組立屋根は以上説明してきたように、梁の両端に取付けたブラ ケットに組み合わせる桁上のブラケット受けを、梁の張り渡し方向で位置調整可 能に取り付け、ブラケットとブラケット受けをピン結合するようにしたので、支 柱や桁の間隔や梁の長さ寸法が設計通りでなかったり、梁を切り詰めたりしても 桁と梁の連結を容易に精度良く行なえるようになり、現場作業の負担を軽減でき るようになるという効果がある。 As described above, in the assembled roof according to claim 1, bracket brackets on the girder to be combined with the brackets attached to both ends of the beam are attached so that the position of the bracket can be adjusted in the straddling direction of the beam. Since the pins are connected, the spacing between the columns and girders and the length of the beams are not as designed, or even if the beams are cut down, the girders and beams can be connected easily and accurately. This has the effect of reducing the burden of on-site work.

【0022】 請求項2に係る組立屋根は、ピン結合用の連結装置を介して桁を支柱上端に連 結するようにしたので、上記共通の効果に加え、傾斜状態での設置に際して桁よ り上部の屋根構成部分の角度を傾斜に対して容易に対応可変させることができる ようになるという効果がある。In the assembled roof according to the second aspect, since the girder is connected to the upper end of the pillar through the connecting device for pin connection, in addition to the common effects described above, the girder is more likely to be installed when installed in an inclined state. This has the effect that the angle of the upper roof component can be easily changed according to the inclination.

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

【図1】本考案の一実施例に係る組立屋根の組み立て構
造を拡大して示す分解部分斜視図である。
FIG. 1 is an exploded partial perspective view showing an enlarged assembly structure of an assembled roof according to an embodiment of the present invention.

【図2】本考案の一実施例に係る組立屋根の組み立て状
態の部分斜視図である。
FIG. 2 is a partial perspective view of an assembled roof according to an embodiment of the present invention in an assembled state.

【図3】本考案の一実施例に係る組立屋根を傾斜地に立
設した状態の側面図である。
FIG. 3 is a side view of an assembled roof according to an embodiment of the present invention, which is erected on a sloping ground.

【図4】図3中の矢印4−4線に沿う拡大断面図であ
る。
FIG. 4 is an enlarged sectional view taken along the line 4-4 in FIG.

【図5】図1に示すブラケットとブラケット受けを抜き
出して示す分解斜視図である。
5 is an exploded perspective view showing the bracket and the bracket receiver shown in FIG. 1 in an extracted manner. FIG.

【図6】図3の矢印B部分の拡大側面図である。6 is an enlarged side view of a portion indicated by an arrow B in FIG.

【図7】従来の組立屋根の部分斜視図である。FIG. 7 is a partial perspective view of a conventional assembled roof.

【図8】図6の組立屋根の梁と桁の取付を示す拡大分解
斜視図である。
FIG. 8 is an enlarged exploded perspective view showing the attachment of the beam and girder of the assembled roof of FIG.

【図9】図6の組立屋根の支柱と桁の取付を示す拡大分
解斜視図である。
9 is an enlarged exploded perspective view showing the mounting of columns and girders of the assembled roof of FIG.

【符号の説明】[Explanation of symbols]

20 屋根体ユニット 21 支柱 22 桁 23 連結金具 26 連結装置 31 連結ボルト 33 梁 34 母屋 35 ブラケット 36 パネル受け部材 37 パネル材 45 軸孔 47 水切り 50 ピン孔 51 長孔 X1 開口部分 20 roof body unit 21 pillar 22 girder 23 connecting metal fitting 26 connecting device 31 connecting bolt 33 beam 34 purlin 35 bracket 36 panel receiving member 37 panel material 45 shaft hole 47 drainer 50 pin hole 51 long hole X1 opening part

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 支柱その他の構造体に張り渡した桁に取
り付ける以下の要件からなる組立屋根。 (イ)梁の両端にピン結合用ブラケットを取付ける。 (ロ)上記桁上の上記梁取付け対応位置に、該梁の張り
渡し方向で位置調整可能にブラケット受けを取付ける。 (ハ)上記ブラケットを上記ブラケット受けにピン結合
して上記梁の張り渡し方向に沿って上下方向揺動可能に
取り付け、上記梁と上記桁を連結する。
1. An assembled roof having the following requirements, which is attached to a girder stretched over columns or other structures. (B) Mount brackets for pin connection to both ends of the beam. (B) A bracket receiver is mounted on the beam at a position corresponding to the beam attachment so that the position of the bracket can be adjusted in the straddling direction of the beam. (C) The bracket is pin-coupled to the bracket receiver and attached so as to be vertically swingable along the straddling direction of the beam, and the beam and the girder are connected.
【請求項2】 以下の要件を備えてなる請求項1の組立
屋根。 (イ)上記桁の下面と上記支柱の上端の間にピン結合用
の連結装置を配する。 (ロ)上記連結装置は上記桁下面の上記支柱対応位置に
固定して下方へ突出する第一の突片部材と、上記支柱の
上端面に固定して上方へ突出する第二の突片部材とから
なる。 (ハ)上記第一、第二の突片部材を組み合わせ、揺動方
向が上記桁の長手方向に沿って上下方向となるようにピ
ン結合する。
2. The prefabricated roof of claim 1, comprising the following requirements: (A) A connecting device for pin connection is arranged between the lower surface of the girder and the upper end of the column. (B) The connecting device is a first projecting piece member that is fixed to a position corresponding to the column on the lower surface of the girder and projects downward, and a second projecting piece member that is fixed to an upper end surface of the column and projects upward. Consists of. (C) The first and second projecting piece members are combined and pin-coupled so that the swinging direction is the vertical direction along the longitudinal direction of the girder.
JP6335092U 1992-08-17 1992-08-17 Assembled roof Expired - Fee Related JP2548614Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6335092U JP2548614Y2 (en) 1992-08-17 1992-08-17 Assembled roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6335092U JP2548614Y2 (en) 1992-08-17 1992-08-17 Assembled roof

Publications (2)

Publication Number Publication Date
JPH0618516U true JPH0618516U (en) 1994-03-11
JP2548614Y2 JP2548614Y2 (en) 1997-09-24

Family

ID=13226716

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6335092U Expired - Fee Related JP2548614Y2 (en) 1992-08-17 1992-08-17 Assembled roof

Country Status (1)

Country Link
JP (1) JP2548614Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016082817A (en) * 2014-10-21 2016-05-16 シャープ株式会社 Frame for structure installation and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016082817A (en) * 2014-10-21 2016-05-16 シャープ株式会社 Frame for structure installation and construction method thereof

Also Published As

Publication number Publication date
JP2548614Y2 (en) 1997-09-24

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