JP2003003615A - Roof-receiving frame in repaired roof of slate roof and frame bracket and method for executing roof-receiving frame - Google Patents
Roof-receiving frame in repaired roof of slate roof and frame bracket and method for executing roof-receiving frameInfo
- Publication number
- JP2003003615A JP2003003615A JP2001186010A JP2001186010A JP2003003615A JP 2003003615 A JP2003003615 A JP 2003003615A JP 2001186010 A JP2001186010 A JP 2001186010A JP 2001186010 A JP2001186010 A JP 2001186010A JP 2003003615 A JP2003003615 A JP 2003003615A
- Authority
- JP
- Japan
- Prior art keywords
- roof
- frame
- existing
- receiving
- slate
- 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.)
- Withdrawn
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、スレート屋根の改
修屋根に用いる屋根受けフレームおよび、そのフレーム
受け金具に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof support frame used for a refurbished roof of a slate roof, and a frame support fitting thereof.
【0002】[0002]
【従来の技術】屋根下地材上に固定されたスレート波板
からなる既設屋根の上に、支持金具を介して新設屋根が
葺かれる改修屋根に関する従来技術として、大別すると
次の従来例、、がある。2. Description of the Related Art As a conventional technique relating to a refurbished roof in which a new roof is roofed via a supporting metal fitting on an existing roof made of a slate corrugated sheet fixed on a roof base material, the following conventional examples are roughly classified, There is.
【0003】従来例;既存のスレート屋根の谷部に、
新設屋根を支持する金具を取付けるものは、例えば、特
開平5−230941、特開2000−274016が
ある。これらの先行発明はいずれも、既設スレート屋根
の谷部においてビス打ちにより当該谷部の形状に合う支
持金具を取付け、この支持金具で横桟木、C形鋼などの
支持フレームを支持し、この支持フレームに直接又はタ
イトフレームを介して新設屋根を取付けるものである。Conventional example: In the valley of an existing slate roof,
For example, Japanese Patent Application Laid-Open No. 5-230941 and Japanese Patent Application Laid-Open No. 2000-274016 can be used to mount a metal fitting for supporting a new roof. In all of these prior inventions, a support metal fitting that matches the shape of the valley is attached by screwing in the valley of the existing slate roof, and the support metal is used to support a support frame such as a horizontal crosspiece or C-shaped steel. A new roof is attached to the frame either directly or via a tight frame.
【0004】前記の先行発明では、支持金具の固定方法
が既存の母屋へのビス止め等のため、建物内部に埃や塵
またはスレートの破片が落下する恐れが多分にあり、室
内への影響が大きい。In the above-mentioned prior invention, since the method of fixing the support fittings is screwing to the existing purlin, etc., there is a possibility that dust, dust, or slate fragments fall into the interior of the building, which has an adverse effect on the room. large.
【0005】従来例;他方、フックボルトに支持金具
を取付けることで建物内部に埃・塵が落下することを防
ぐ方法につき、例えば、特開平10−219936があ
る。この先行発明は、既設のスレート波板屋根の山部を
挿通するフックボルトにクランプ金具を取付け、このク
ランプ金具を介して新設屋根を取付けるものである。Conventional example: On the other hand, as a method for preventing dust from falling inside a building by attaching a support fitting to the hook bolt, there is, for example, Japanese Patent Laid-Open No. 10-2193936. In this prior invention, a clamp metal fitting is attached to a hook bolt that passes through a mountain portion of an existing slate corrugated sheet roof, and a new roof is mounted via the clamp metal fitting.
【0006】前記の先行発明では、老朽化した既設スレ
ート屋根の山部に、新設屋根の荷重がかかり、既設スレ
ート屋根の山部には支持する下地材(フレーム)が入っ
ていないことから、スレート屋根の破損を招く恐れがあ
る。In the above-mentioned prior invention, the load of the new roof is applied to the mountain portion of the existing slate roof that has deteriorated, and the base material (frame) for supporting is not contained in the mountain portion of the existing slate roof. This may cause damage to the roof.
【0007】従来例;さらに、屋根の水勾配と直交す
る横方向に単材を設置することで、新設屋根を支持する
下地(本発明でいう屋根受けフレーム)を構成する工法
は多くあるが、老朽化した既設スレート波板屋根上での
作業を鑑みると、ネット張り等の落下防止措置が必要で
あり、施工に際しても細心の注意を常に払う必要があ
る。Conventional example: Further, there are many construction methods in which a base material (roof receiving frame in the present invention) for supporting a new roof is constructed by installing a single material in the lateral direction orthogonal to the water gradient of the roof. Considering the work on the old slate corrugated sheet roof, it is necessary to take measures to prevent falling such as netting, and it is necessary to always pay close attention to the construction.
【0008】また、縦横両方向に単材を設置することで
新設屋根を支持する下地材を構成する工法につき、例え
ば、特開平5−118103、特開平5−230941
があるが、これらの工法では、安全性は単材を一方向に
設置する場合に比べ向上するが、施工工程が倍になり効
率が悪い。A method of constructing a base material for supporting a new roof by installing single materials in both vertical and horizontal directions is disclosed in, for example, Japanese Patent Laid-Open Nos. 5-118103 and 5-230941.
However, with these construction methods, the safety is improved compared to the case where the single material is installed in one direction, but the construction process is doubled and the efficiency is poor.
【0009】[0009]
【発明が解決しようとする課題】前述のように、従来の
スレート屋根の改修工法では、改修作業中の建物内部へ
の埃、塵またはスレート破片の落下の恐れや、スレート
破損を招く恐れがあり、また施工時の作業効率が悪い等
の問題があった。As described above, in the conventional slate roof repairing method, there is a risk that dust, dust, or slate debris may fall into the interior of the building during repair work, or slate damage may occur. Also, there was a problem such as poor work efficiency during construction.
【0010】本発明は、前記の諸問題を解決したスレー
ト屋根の改修屋根に用いる屋根受けフレームおよび、そ
のフレーム受け金具と屋根受けフレームの施工方法を提
供することを目的とする。It is an object of the present invention to provide a roof receiving frame used for a refurbished roof of a slate roof which solves the above-mentioned problems, and a frame receiving metal fitting and a method for constructing the roof receiving frame.
【0011】[0011]
【問題を解決するための手段】前記の課題を解決するた
め、本発明は次のように構成する。In order to solve the above-mentioned problems, the present invention is constructed as follows.
【0012】第1の発明は、屋根下地材上に固定された
スレート波板からなる既設屋根のうえに新設屋根が、屋
根受けフレームと、この屋根受けフレームを支持するフ
レーム受け金具を介して葺かれる改修屋根において、前
記フレーム受け金具の立下り部の先端を既設屋根の谷部
で支持させると共に、当該フレーム受け金具の上部を、
新設屋根からの圧縮荷重を既設屋根の山部へ非伝達とす
る連結手段を介して当該既設屋根の山部に連結すること
で、前記圧縮荷重を既設屋根の山部を経由することな
く、既設屋根下地に伝達することを特徴とする。According to a first aspect of the present invention, a new roof is provided on the existing roof made of a slate corrugated sheet fixed on a roof base material, a roof receiving frame and a frame receiving metal fitting supporting the roof receiving frame. In the repaired roof to be cut, the tip of the falling part of the frame receiving metal fitting is supported by the valley part of the existing roof, and the upper part of the frame receiving metal fitting is
By connecting the compressed load from the new roof to the mountain portion of the existing roof through a connecting means that does not transmit the compressed load to the mountain portion of the existing roof, the compressed load does not go through the mountain portion of the existing roof, Characterized by transmission to the roof base.
【0013】第2の発明は、第1発明において、前記フ
レーム受け金具を、立下り部の先端を既設屋根の谷部で
支持させ、上部で新設屋根を支持するフレーム部材と、
当該フレーム部材を既設屋根に固定するためのクランプ
部材とから構成し、当該クランプ部材は既設屋根の山部
に設置し、前記上部からの圧縮荷重を既設屋根の山部へ
非伝達とする連結手段を、前記フレーム部材とクランプ
部材が独自に上下動できるように両部材を連結するボル
トで構成していることを特徴とする。A second aspect of the present invention is the frame member according to the first aspect of the present invention, in which the tip of the falling portion is supported by the valley portion of the existing roof and the upper portion supports the new roof.
A connecting means configured to include a clamp member for fixing the frame member to an existing roof, the clamp member being installed in a mountain portion of the existing roof, and not transmitting a compressive load from the upper portion to the mountain portion of the existing roof. Is constituted by a bolt connecting both members so that the frame member and the clamp member can independently move up and down.
【0014】第3の発明は、第2発明のフレーム受け金
具において、前記フレーム部材は上部に水平面を有し、
立下り部の先端には既設屋根の谷部の波形状に近い湾曲
部を有した略門型をなし、前記クランプ部材の下部は既
設屋根の山部へ既設のフックボルトを利用して固定さ
れ、前記フレーム部材の上部とクランプ部材の上部に開
設した開孔に、両部材を所定の寸法だけ離れた位置で接
続するボルトを挿通し、フレーム部材の上部水平面の上
面とクランプ部材の上部水平面の下面に位置するボルト
頭部とナット用座金とで、前記両部材を独自に上下方向
に可動的に結合したことを特徴とする。A third aspect of the present invention is the frame fitting of the second aspect, wherein the frame member has a horizontal surface in the upper portion,
The tip of the falling part has a substantially gate shape having a curved portion close to the wave shape of the valley of the existing roof, and the lower part of the clamp member is fixed to the mountain portion of the existing roof using the existing hook bolt. , Through the holes formed in the upper part of the frame member and the upper part of the clamp member, through the bolts connecting the two members at a position separated by a predetermined dimension, the upper horizontal surface of the frame member and the upper horizontal surface of the clamp member. It is characterized in that both the members are independently movably coupled in the vertical direction by a bolt head located on the lower surface and a nut washer.
【0015】第4の発明は、第1〜第3の何れかの発明
において、前記屋根受けフレームは、ハット形あるいは
L形に加工された材料を所定寸法の幅・長さ寸法に梯子
状に組立てられた屋根受けフレームユニットとして構成
し、当該フレームユニットを前記フレーム受け金具にビ
ス等の固定手段で固定することで新設屋根下地を構成す
ることを特徴とする。In a fourth invention according to any one of the first to third inventions, the roof receiving frame is made of a material processed into a hat shape or an L shape into a ladder shape having a predetermined width and length. It is characterized in that it is constructed as an assembled roof receiving frame unit, and the new roof base is constructed by fixing the frame unit to the frame receiving metal fitting by a fixing means such as a screw.
【0016】第5発明の施工方法では、先行して配設の
屋根受けフレームユニットを作業足場として、フレーム
受け金具を既設屋根に固定しながら第4発明の屋根受け
フレームユニットを、既設屋根面の前後、左右に間隔を
あけて所定範囲に渡って順次固定し、その後、間隔のあ
いている部分に屋根受けフレームユニットを敷き詰める
ことを特徴とする。In the construction method of the fifth aspect of the invention, the roof receiving frame unit of the fourth aspect of the present invention is installed on the existing roof surface while fixing the frame receiving metal fittings to the existing roof by using the roof receiving frame unit arranged in advance as a work scaffold. It is characterized in that it is sequentially fixed over a predetermined range at intervals in the front, rear, left and right, and then the roof receiving frame unit is spread over the spaces.
【0017】[0017]
【作用】本発明によると、屋根改修に際し、新設屋根か
らの圧縮荷重が、強度的に弱い既設屋根の山部を経由す
ることなく、既設屋根の谷部を経由して既設屋根下地に
伝達することで、老朽化した既設スレート屋根の山部へ
の荷重負担を大幅に軽減し破損等を防ぐこができる。According to the present invention, when the roof is renovated, the compressive load from the new roof is transmitted to the existing roof base through the valley of the existing roof without passing through the peaks of the existing roof which are weak in strength. By doing so, it is possible to significantly reduce the load on the mountain portion of the existing slate roof that has deteriorated and prevent damage.
【0018】また、屋根受けフレームをハット形あるい
はL形に加工された材料を所定の幅・長さ寸法に梯子状
に組立てられたフレームユニットとして構成し、前記フ
レーム受け金具にビス等で固定して新設屋根下地を構成
することで、施工効率を損なうことなく、安全性の高い
施工が可能となり、さらに、第4発明の施工法を実施す
ることで、一層施工効率が向上し、かつ、改修途中で既
設スレート屋根への偏った荷重負担をなくすことができ
る。Further, the roof receiving frame is constructed as a frame unit in which a material processed into a hat shape or an L shape is assembled into a ladder shape with predetermined width and length dimensions, and is fixed to the frame receiving metal fitting with screws or the like. By constructing a new roof substrate with this construction, it is possible to perform construction with high safety without impairing construction efficiency. Furthermore, by implementing the construction method of the fourth invention, construction efficiency is further improved and repairs are made. Uneven load on the existing slate roof can be eliminated on the way.
【0019】[0019]
【発明の実施の形態】以下、本発明の実施形態を図を参
照して説明する。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings.
【0020】図1は、本発明による改修屋根構造の水勾
配と直交する方向の断面図、図2は、図1における屋根
受けフレームとフレーム受け金具を示す拡大断面図、図
3は、図2と直交する方向の断面図、図4は、屋根改修
工程における図1の前工程の断面図、図5は、ユニット
化した前記屋根受けフレームの平面図、図6、図7は、
ユニット化した前記屋根受けフレームを既設スレート屋
根に取付けていく工程の上方斜視図である。FIG. 1 is a sectional view of a modified roof structure according to the present invention in a direction orthogonal to a water gradient, FIG. 2 is an enlarged sectional view showing a roof receiving frame and a frame receiving metal fitting in FIG. 1, and FIG. 1 is a cross-sectional view in a direction orthogonal to the above, FIG. 4 is a cross-sectional view of a previous step of FIG. 1 in a roof repair process, FIG. 5 is a plan view of the roof receiving frame unitized, and FIGS.
It is an upper perspective view of the process of attaching the roof receiving frame unitized to the existing slate roof.
【0021】図1〜図3において、屋根勾配に沿って山
部2と谷部3が流れるように配設されたスレート波板か
らなる既設屋根4が、柱間に架設された溝形鋼製等の母
屋材(下地材)1によって支持されている。In FIGS. 1 to 3, an existing roof 4 made of slate corrugated sheet arranged so that peaks 2 and valleys 3 flow along a roof slope is made of channel steel erected between columns. Is supported by a main building material (base material) 1.
【0022】本発明では、スレートの既設屋根4の上に
屋根受けフレーム5を用いて新設屋根6を重ね葺きする
もので、前記屋根受けフレーム5と、これを支持するフ
レーム受け金具7を具備し、フレーム受け金具7は、フ
レーム部材9と、このフレーム部材9の内側に設けら
れ、連結ボルト8を介してフレーム部材9を既設屋根4
に固定するクランプ部材10とから構成されている。According to the present invention, the new roof 6 is stacked on the existing slate roof 4 by using the roof receiving frame 5, and the roof receiving frame 5 and the frame receiving metal fitting 7 for supporting the roof receiving frame 5 are provided. The frame receiving metal fitting 7 is provided inside the frame member 9 and the frame member 9, and the frame member 9 is connected to the existing roof 4 via the connecting bolt 8.
It is composed of a clamp member 10 fixed to.
【0023】以下、順に説明すると、フレーム部材9
は、図1、図2に示すように、正面からみて略門型に構
成され、水平部11の両端に垂直な立ち下がり部12を
有し、立ち下がり部12の下端には、既設屋根4のスレ
ート波板の谷部3に近い波形状の湾曲部14を持ち、ま
た、水平部11の中央部には、後述する連結ボルト8の
直径よりも大きく、ナット用座金15の寸法よりも小さ
い開孔16が開設されている。また、図3に示すように
フレーム部材9は、水勾配方向の長さ寸法が、側面から
見て立ち下がり部12の間隔より多少長く設けられてい
て、フレーム受け金具7の全体の大きさ形状は、片手で
取扱える部品金物の外観を呈している。The frame member 9 will be described below in order.
As shown in FIG. 1 and FIG. 2, each of the horizontal portions 11 has a vertical falling portion 12 at both ends of the horizontal portion 11, and the existing roof 4 is provided at the lower end of the falling portion 12. Has a corrugated curved portion 14 close to the valley portion 3 of the slate corrugated plate, and the central portion of the horizontal portion 11 is larger than the diameter of the connecting bolt 8 described later and smaller than the size of the nut washer 15. The opening 16 is opened. Further, as shown in FIG. 3, the frame member 9 is provided with a length dimension in the water gradient direction which is slightly longer than the interval between the falling portions 12 when viewed from the side, and the overall size and shape of the frame receiving fitting 7 Has the appearance of a component hardware that can be handled with one hand.
【0024】クランプ部材10は正面形状が略矩形で、
フレーム受け金具7の内側に所定の間隔を有して配設さ
れている。クランプ部10の底面部17を既設屋根4の
山部2に載置し、底面部17に設けた切り欠き18を既
設屋根4の山部2から突出する既設のフックボルト20
に横から差し込み、同じく既設のフックボルト用座金2
1で底面部17を押さえることで、前記クランプ部10
はフックボルト20に固定される。The clamp member 10 has a substantially rectangular front shape,
It is arranged inside the frame receiving member 7 with a predetermined interval. An existing hook bolt 20 in which the bottom surface portion 17 of the clamp portion 10 is placed on the mountain portion 2 of the existing roof 4 and the notch 18 provided in the bottom surface portion 17 projects from the mountain portion 2 of the existing roof 4
Insert the washer for the hook bolt 2 from the side.
By pressing the bottom portion 17 with 1, the clamp portion 10
Is fixed to the hook bolt 20.
【0025】また、クランプ部材10の上面部22に開
設されたボルト挿通孔23と、フレーム部材9の水平部
11に開設の開孔16に所定長さの連結ボルト8を下側
から通し、水平部11の上側において、開孔16径より
大径のナット用座金15を介してナット24を締結する
ことで、クランプ部材10と連結ボルト8を介してフレ
ーム部材9が既設屋根4へ押付けられ、立ち下がり部1
2の下端の湾曲部14が既設屋根4の谷部3へ圧接し
て、既設屋根4を取付けた母屋材1で支持され、上部か
らの圧縮荷重は、既設屋根4の山部2へは流れず、図2
矢印(ニ)のように谷部3を経由して母屋材1へ流れ
る。Further, a bolt insertion hole 23 formed in the upper surface portion 22 of the clamp member 10 and an opening 16 formed in the horizontal portion 11 of the frame member 9 are passed through the connection bolt 8 of a predetermined length from below to horizontally By fastening the nut 24 on the upper side of the portion 11 via the nut washer 15 having a diameter larger than the diameter of the opening 16, the frame member 9 is pressed against the existing roof 4 via the clamp member 10 and the connecting bolt 8. Falling part 1
The curved portion 14 at the lower end of 2 is pressed against the valley portion 3 of the existing roof 4 and is supported by the main building material 1 to which the existing roof 4 is attached, and the compressive load from the upper portion flows to the mountain portion 2 of the existing roof 4. No, Figure 2
It flows to the main material 1 via the valley 3 as shown by the arrow (d).
【0026】屋根受けフレーム5は、既設屋根4の水勾
配と直角に配置されている。屋根受けフレーム5は、ハ
ット形あるいはL形に加工された形鋼を用いてよいが、
図示例ではハット形の形鋼からなり、所定の長さ寸法に
切断されていて、その端部はフレーム受け金具7の水平
部11によって支持されて、そのハット形の水平折曲げ
部を貫通するドリルねじ29によって水平部11に固定
される。また、図2に示すように、隣合う所定長の屋根
受けフレーム5の端部同士は、水平部11の上面中央部
に位置する連結ボルト8を避けて、若干の間隔を離して
設けられている。The roof receiving frame 5 is arranged at a right angle to the water gradient of the existing roof 4. The roof receiving frame 5 may be formed of a hat-shaped or L-shaped shaped steel,
In the illustrated example, it is made of a hat-shaped steel, cut into a predetermined length dimension, and its end is supported by the horizontal portion 11 of the frame receiving metal fitting 7, and penetrates the hat-shaped horizontal bent portion. It is fixed to the horizontal portion 11 by a drill screw 29. Further, as shown in FIG. 2, the end portions of the adjacent roof receiving frames 5 of a predetermined length are provided apart from each other, avoiding the connecting bolt 8 located in the central portion of the upper surface of the horizontal portion 11. There is.
【0027】そして、屋根受けフレーム5の頂面で新設
屋根6の谷部25を支持し、その山部26を貫通してド
リルねじ27を屋根受けフレーム5の頂面に打設するこ
とで、新設屋根6が屋根受けフレーム5に固定される。Then, by supporting the valley portion 25 of the new roof 6 on the top surface of the roof receiving frame 5 and penetrating the mountain portion 26, a drill screw 27 is driven on the top surface of the roof receiving frame 5. The new roof 6 is fixed to the roof receiving frame 5.
【0028】本実施形態では屋根受けフレーム5を、図
5に示すように、複数の屋根受けフレーム5を連結フレ
ーム28で連結してなる、屋根受けフレームユニット5
aとして構成している。すなわち、図のように複数の屋
根受けフレーム5を所定間隔をあけて平行に配置し、当
該屋根受けフレーム5の両端部間をL形鋼からなる所定
長の連結フレーム28で溶接またはボルト結合して、梯
子形状の屋根受けフレームユニット5aを構成してい
る。なお、屋根受けフレーム5は単材で用いてもよい。In this embodiment, as shown in FIG. 5, the roof receiving frame unit 5 is formed by connecting a plurality of roof receiving frames 5 with a connecting frame 28.
It is configured as a. That is, as shown in the drawing, a plurality of roof receiving frames 5 are arranged in parallel at a predetermined interval, and both ends of the roof receiving frame 5 are welded or bolted to each other by a connecting frame 28 of a predetermined length made of L-shaped steel. A ladder-shaped roof receiving frame unit 5a. The roof receiving frame 5 may be used as a single material.
【0029】本発明の実施形態における施工工程を説明
する。A construction process in the embodiment of the present invention will be described.
【0030】先ず最初、図6(および図4)に示すよう
に、フレーム受け金具7を既設屋根4に固定するもの
で、そのクランプ部材10をフックボルト20で既設屋
根4に固定すると共に、フレーム部材9の湾曲部14を
既設屋根4の谷部3に当てがう。つぎに、クランプ部材
10とフレーム部材9を結合する連結ボルト8にナット
24を締結することで、既設屋根4の谷部3を支持部と
してフレーム部材9を既設屋根4へ固定する。First, as shown in FIG. 6 (and FIG. 4), the frame receiving member 7 is fixed to the existing roof 4, and the clamp member 10 is fixed to the existing roof 4 by the hook bolts 20. The curved portion 14 of the member 9 is applied to the valley portion 3 of the existing roof 4. Next, the nut 24 is fastened to the connecting bolt 8 that connects the clamp member 10 and the frame member 9, thereby fixing the frame member 9 to the existing roof 4 by using the valley portion 3 of the existing roof 4 as a support portion.
【0031】屋根受けフレームユニット5aを既設屋根
4に設置する際、その前に、足場等がない既設屋根4の
上を作業者が歩行しながら、フレーム受け金具7を既設
屋根4に設置する作業が必要となるが、既設屋根4は老
朽化していて、強度も低下していることが多いから、こ
の金具等の取付け作業自体を安全に行うためにも、本来
は足場があるのが望ましい。Before installing the roof receiving frame unit 5a on the existing roof 4, the worker installs the frame receiving metal fitting 7 on the existing roof 4 while the worker walks on the existing roof 4 without scaffolding. However, since the existing roof 4 is often deteriorated and its strength is lowered, it is desirable that the scaffold should originally have a scaffold in order to safely perform the mounting work of the metal fittings and the like.
【0032】本発明では、前述の足場がなくとも、図6
の屋根の一方の妻面側から順次、前記のフレーム受け金
具7の設置を安全かつ作業性よく行うため、次のステッ
プでフレーム受け金具7と、屋根受けフレームユニット
5aの取付け作業を進める。In the present invention, even without the above-mentioned scaffold, FIG.
In order to safely and efficiently install the frame receiving metal fitting 7 from one roof side of the roof, the frame receiving metal fitting 7 and the roof receiving frame unit 5a are attached in the next step.
【0033】まず、建物の一方の妻面側(図6のハ側)
に足場(外部足場という。ただし、図示せず)を組み、
ここを始端として一方の妻面から他方の妻面にかけて順
次作業する。最初、作業者が屋根に上がる前のステップ
では、図6に示す一方の妻面側(図6のハ側)から外部
足場に乗った作業者(図示せず)が屋根上に身体を伸ば
して、両腕の届く範囲で矩形の4隅部の位置にクランプ
部材10とフレーム部材9(つまりフレーム受け金具
7)を既設屋根4に固定する。次に、外部足場に乗った
作業者が屋根受けフレームユニット5aを屋根上に引上
げたうえ、その4隅部を、矩形の4隅位置に配設したフ
レーム部材9の水平部11で支持させ、ドリルねじ27
によって、屋根受けフレームユニット5aをフレーム部
材9に固定する(これが第1の足場(イ)となる)。First of all, the one side of the building (the c side in FIG. 6).
A scaffold (called an external scaffold, but not shown),
Starting from this point, work is performed sequentially from one end face to the other end face. First, in the step before the worker climbs up to the roof, the worker (not shown) riding on the outer scaffold from one gable face side (C side in Fig. 6) shown in Fig. 6 extends his body on the roof. The clamp member 10 and the frame member 9 (that is, the frame receiving member 7) are fixed to the existing roof 4 at the positions of the four corners of the rectangle within the reach of both arms. Next, an operator who rides on an external scaffold pulls up the roof receiving frame unit 5a onto the roof, and the four corners of the roof receiving frame unit 5a are supported by the horizontal portions 11 of the frame member 9 arranged at the four corners of the rectangle. Drill screw 27
Then, the roof receiving frame unit 5a is fixed to the frame member 9 (this becomes the first scaffold (a)).
【0034】前記の屋根受けフレームユニット5aを第
1の足場(イ)として、作業者はこの第1の足場(イ)
に乗って、次に第2の足場(ロ)を構成すべく、斜め上
方の矩形の4隅部の位置において、クランプ部材10と
フレーム部材9を既設屋根4に固定し、第1の足場
(イ)に乗った作業者が、次の屋根受けフレームユニッ
ト5aを屋根に引上げ、その4隅部を、矩形の4隅位置
に配設したクランプ部材10の水平部11で支持させ、
ドリルねじ27によって屋根受けフレームユニット5a
をフレーム部材9に固定する。Using the roof receiving frame unit 5a as the first scaffold (a), the worker can use the first scaffold (a).
Then, in order to form the second scaffold (b), the clamp member 10 and the frame member 9 are fixed to the existing roof 4 at the positions of the four corners of the diagonally upper rectangle, and the first scaffold ( An operator riding on (a) pulls up the next roof receiving frame unit 5a to the roof, and supports its four corners by the horizontal portions 11 of the clamp members 10 arranged at the four corners of the rectangle.
Roof support frame unit 5a by drill screw 27
Are fixed to the frame member 9.
【0035】本実施形態では、屋根受けフレームユニッ
ト5aの設置作業を屋根面全体でみた場合、前半と後半
に分けて行っており、前半の作業では、図6に示すよう
に、屋根受けフレームユニット5aを前後、左右に1つ
おきに隙間をあけて、あたかも市松模様のように設置
し、後半の作業では前記の隙間を埋めるように、屋根受
けフレームユニット5aを設置する(図7に示す)。In this embodiment, when the installation work of the roof receiving frame unit 5a is viewed on the entire roof surface, it is divided into the first half and the latter half. In the first half of the work, as shown in FIG. 5a are installed in the front and rear, and left and right every other space, and are installed as if they were in a checkered pattern, and the roof receiving frame unit 5a is installed so as to fill the space in the latter half work (shown in FIG. 7). .
【0036】このように屋根受けフレームユニット5a
を前半と後半に分けて作業すると、一方の妻面から屋根
受けフレームユニット5aを隙間なく敷きつめて作業す
る場合に比べ、屋根受けフレームユニット5aの荷重が
屋根面に偏って掛かる恐れが少なく、屋根面全体にバラ
ンスよく屋根受けフレームユニット5aを敷き詰めるこ
とができ、それに加え、後半の作業では、足場がさらに
安定するので作業効率が一層向上する。Thus, the roof receiving frame unit 5a
When the work is divided into the first half and the second half, the load of the roof receiving frame unit 5a is less likely to be biased on the roof surface compared to the case where the roof receiving frame unit 5a is laid from one end surface without a gap, and the roof is less likely to be biased. The roof receiving frame unit 5a can be spread over the entire surface in a well-balanced manner, and in addition, in the latter half of the work, the scaffolding is more stable, and work efficiency is further improved.
【0037】前述のようにして、屋根面全体に屋根受け
フレームユニット5aを敷き詰めた後、図1に示すよう
に、ハット形鋼からなる屋根受けフレーム5の頂面で新
設屋根6の谷部25を支持し、山部26を貫通してドリ
ルねじ27を屋根受けフレーム5の頂面に打設すること
で、新設屋根6を屋根受けフレーム5に固定できる。After the roof receiving frame unit 5a is spread over the entire roof surface as described above, the valley portion 25 of the new roof 6 is formed on the top surface of the roof receiving frame 5 made of hat-shaped steel as shown in FIG. The new roof 6 can be fixed to the roof receiving frame 5 by supporting the above, and driving the drill screw 27 on the top surface of the roof receiving frame 5 through the mountain portion 26.
【0038】本発明において、新設屋根6からの圧縮荷
重の伝達経路を図2によって説明する。In the present invention, the transmission path of the compressive load from the new roof 6 will be described with reference to FIG.
【0039】フレーム部材9とクランプ部材10の連結
ボルト8による連結構造において、フレーム部材9の水
平部11に開設の開孔16の上面に、この開孔16径よ
り大径のナット用座金15が配置され、クランプ部材1
0の上面部22に開設されたボルト挿通孔23の下面に
連結ボルト8の頭部が配置されているので、新設屋根6
および屋根受けフレーム5からの圧縮荷重は、矢印
(ニ)の経路で流れ、クランプ部材10に伝わらず、し
たがって、クランプ部材10を介して強度的に弱い既設
屋根4の山部2には伝達されず、フレーム部材9の立ち
下がり部12の下端の湾曲部14から既設屋根4の谷部
3へ伝達され、さらに既存の母屋材1へと流れる。In the connection structure of the frame member 9 and the clamp member 10 by the connecting bolt 8, the nut washer 15 having a diameter larger than the diameter of the opening 16 is provided on the upper surface of the opening 16 formed in the horizontal portion 11 of the frame member 9. Arranged and clamp member 1
Since the head portion of the connecting bolt 8 is arranged on the lower surface of the bolt insertion hole 23 formed on the upper surface portion 22 of 0, the new roof 6
Also, the compressive load from the roof receiving frame 5 flows in the path indicated by the arrow (d), is not transmitted to the clamp member 10, and is therefore transmitted to the mountain portion 2 of the existing roof 4 which is weak in strength via the clamp member 10. Instead, it is transmitted from the curved portion 14 at the lower end of the falling portion 12 of the frame member 9 to the valley portion 3 of the existing roof 4, and further flows to the existing main building material 1.
【0040】なお、本発明は図示の構造に限定されず、
新設屋根6からの圧縮荷重の伝達経路を、既設屋根4の
谷部3から既存の母屋材1へ直接伝える構成であれば、
フレーム受け金具7の部分的変更は本発明の設計的事項
に属する。The present invention is not limited to the illustrated structure,
If the configuration is such that the transmission path of the compressive load from the new roof 6 is directly transmitted from the valley portion 3 of the existing roof 4 to the existing main building material 1,
The partial modification of the frame receiving member 7 belongs to the design matter of the present invention.
【0041】[0041]
【発明の効果】本発明によると、屋根受けフレームとフ
レーム受け金具を介して、既設スレート屋根に新設屋根
を葺く改修屋根において、新設屋根からの圧縮荷重が、
既設屋根の山部を経由することなく、谷部を経由して既
設屋根下地に伝達する構成としたことで、老朽化した既
設スレート屋根への過重負担を大幅に軽減し破損等を防
ぐこができる。According to the present invention, in a refurbished roof in which a new roof is roofed on an existing slate roof through the roof receiving frame and the frame receiving metal fitting, the compressive load from the new roof is
By transmitting to the existing roof base through the valley instead of through the mountain of the existing roof, it is possible to significantly reduce the overload on the aged existing slate roof and prevent damage. it can.
【0042】また、屋根受けフレームを梯子状に組立て
られたフレームユニットとして構成し、フレーム受け金
具に固定して新設屋根下地を構成することで、施工効率
を損なうことなく、安全性の高い施工が可能となる。さ
らに、本発明の施工法を実施することで、一層施工効率
が向上し、かつ、改修途中で既設スレート屋根への偏っ
た過重負担をなくすことができる。Further, by constructing the roof receiving frame as a frame unit assembled in the shape of a ladder and fixing it to the frame receiving metal fittings to construct a new roof base, it is possible to perform a highly safe construction without impairing the construction efficiency. It will be possible. Furthermore, by implementing the construction method of the present invention, construction efficiency can be further improved, and a biased excessive load on the existing slate roof can be eliminated during the repair.
【図面の簡単な説明】[Brief description of drawings]
【図1】本発明による改修屋根構造の水勾配と直交する
方向の断面図である。FIG. 1 is a cross-sectional view of a modified roof structure according to the present invention in a direction orthogonal to a water gradient.
【図2】図1における屋根受けフレームとフレーム受け
金具を示す拡大断面図である。FIG. 2 is an enlarged sectional view showing a roof receiving frame and a frame receiving metal fitting in FIG.
【図3】図2と直交する方向の断面図である。FIG. 3 is a cross-sectional view in a direction orthogonal to FIG.
【図4】図1に示す屋根改修の前工程の断面図である。FIG. 4 is a cross-sectional view of the pre-process of the roof repair shown in FIG.
【図5】ユニット化した前記屋根受けフレームの平面図
である。FIG. 5 is a plan view of the roof receiving frame unitized.
【図6】 ユニット化した前記屋根受けフレームを既設
スレート屋根に取付けて行く工程1の上方斜視図であ
る。FIG. 6 is a top perspective view of step 1 in which the unitized roof support frame is attached to an existing slate roof.
【図7】 ユニット化した前記屋根受けフレームを既設
スレート屋根に取付けて行く工程2の上方斜視図であ
る。FIG. 7 is an upper perspective view of step 2 in which the unitized roof receiving frame is attached to an existing slate roof.
1 母屋材 2 山部 3 谷部 4 既設屋根 5 屋根受けフレーム 6 新設屋根 7 フレーム受け金具 8 連結ボルト 9 フレーム部材 10 クランプ部材 11 水平部 12 立ち下がり部 13 ナット 14 湾曲部 15 ナット用座金 16 開孔 17 底面部 18 切り欠き 19 フック部 20 フックボルト 21 フックボルト用座金 22 上面部 23 ボルト挿通孔 24 ナット 25 新設屋根の谷部 26 新設屋根の山部 27 ドリルねじ 28 連結フレーム 29 ドリルねじ 1 main building materials 2 Yamabe 3 Tanibe 4 Existing roof 5 roof support frame 6 new roof 7 Frame receiving bracket 8 connecting bolts 9 frame members 10 Clamp member 11 Horizontal part 12 Falling part 13 nuts 14 Curved part 15 Washer for nut 16 holes 17 Bottom part 18 notches 19 Hook part 20 hook bolt 21 Washer for hook bolt 22 Upper surface 23 Bolt insertion hole 24 nuts 25 Valley of new roof 26 Mountains of new roof 27 drill screw 28 connecting frame 29 drill screw
Claims (5)
からなる既設屋根のうえに新設屋根が、屋根受けフレー
ムと、この屋根受けフレームを支持するフレーム受け金
具を介して葺かれる改修屋根において、前記フレーム受
け金具の立下り部の先端を既設屋根の谷部で支持させる
と共に、当該フレーム受け金具の上部を、新設屋根から
の圧縮荷重を既設屋根の山部へ非伝達とする連結手段を
介して当該既設屋根の山部に連結することで、前記圧縮
荷重を既設屋根の山部を経由することなく、既設屋根下
地に伝達することを特徴とするスレート屋根のフレーム
受け金具。1. A refurbished roof in which a new roof is roofed through a roof receiving frame and a frame receiving metal fitting supporting the roof receiving frame, on an existing roof made of a slate corrugated sheet fixed on a roof base material. , A connecting means for supporting the tip of the falling part of the frame receiving metal fitting in the valley part of the existing roof and for not transmitting the upper part of the frame receiving metal fitting from the new roof to the mountain portion of the existing roof. A frame receiving metal fitting for a slate roof, characterized in that the compression load is transmitted to the existing roof substrate without passing through the mountain portion of the existing roof by connecting to the mountain portion of the existing roof via the mountain portion of the existing roof.
端を既設屋根の谷部で支持させ、上部で新設屋根を支持
するフレーム部材と、当該フレーム部材を既設屋根に固
定するためのクランプ部材とから構成し、当該クランプ
部材は既設屋根の山部に設置し、前記上部からの圧縮荷
重を既設屋根の山部へ非伝達とする連結手段を、前記フ
レーム部材とクランプ部材が独自に上下動できるように
両部材を連結するボルトで構成していることを特徴とす
るスレート屋根の改修に用いる請求項1記載のフレーム
受け金具。2. A frame member for supporting a new roof at an upper portion of the frame receiving member, the tip of a falling portion being supported by a valley portion of the existing roof, and a clamp member for fixing the frame member to the existing roof. The clamp member is installed on the mountain portion of the existing roof, and the frame member and the clamp member independently move up and down the connecting means for not transmitting the compressive load from the upper portion to the mountain portion of the existing roof. The frame receiving metal fitting according to claim 1, which is used for repairing a slate roof, characterized in that it is constituted by a bolt connecting both members so as to be capable.
し、立下り部の先端には既設屋根の谷部の波形状に近い
湾曲部を有した略門型をなし、前記クランプ部材の下部
は既設屋根の山部へ既設のフックボルトを利用して固定
され、前記フレーム部材の上部とクランプ部材の上部に
開設した開孔に、両部材を所定の寸法だけ離れた位置で
接続するボルトを挿通し、フレーム部材の上部水平面の
上面とクランプ部材の上部水平面の下面に位置するボル
ト頭部とナット用座金とで、前記両部材を独自に上下方
向に可動的に結合したことを特徴とする請求項2に記載
のスレート屋根の改修に用いるフレーム受け金具。3. The frame member has a substantially horizontal shape at an upper portion thereof, and has a substantially gate shape having a curved portion close to a wave shape of a valley portion of an existing roof at a tip end of a falling portion, and a lower portion of the clamp member is It is fixed to the mountain part of the existing roof using the existing hook bolts, and the bolts that connect the two members at a specified distance apart are inserted into the openings formed in the upper part of the frame member and the upper part of the clamp member. However, the two members are independently movably coupled in the vertical direction by a bolt head and a nut washer located on the upper surface of the upper horizontal surface of the frame member and the lower surface of the upper horizontal surface of the clamp member. A frame bracket used for repairing the slate roof according to Item 2.
いはL形に加工された材料を所定寸法の幅・長さ寸法に
梯子状に組立てられた屋根受けフレームユニットとして
構成し、当該ユニットを前記フレーム受け金具にビス等
の固定手段で固定することで新設屋根下地を構成するこ
とを特徴とする請求項1〜3の何れか1項に記載のスレ
ート屋根の改修に用いる屋根受けフレーム。4. The roof receiving frame is constructed as a roof receiving frame unit in which a material processed into a hat shape or an L shape is assembled in a ladder shape to have predetermined width and length dimensions, and the unit is the frame. The roof support frame used for the refurbishment of the slate roof according to any one of claims 1 to 3, wherein the new roof base is constructed by fixing it to the receiving fitting with a fixing means such as a screw.
トを作業足場として、フレーム受け金具を既設屋根に固
定しながら請求項4記載の屋根受けフレームユニット
を、既設屋根面の前後、左右に間隔をあけて所定範囲に
渡って順次固定し、その後、間隔のあいている部分に屋
根受けフレームユニットを敷き詰めることを特徴とする
屋根受けフレームユニットの施工方法。5. The roof receiving frame unit according to claim 4, wherein the roof receiving frame unit arranged in advance is used as a work scaffold while fixing the frame receiving metal member to the existing roof, and the roof receiving frame unit according to claim 4 is provided in front, back, left and right of the existing roof surface. A method for constructing a roof receiving frame unit, characterized in that the roof receiving frame unit is spread over a predetermined range and sequentially fixed, and then the roof receiving frame unit is spread over the spaces.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001186010A JP2003003615A (en) | 2001-06-20 | 2001-06-20 | Roof-receiving frame in repaired roof of slate roof and frame bracket and method for executing roof-receiving frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001186010A JP2003003615A (en) | 2001-06-20 | 2001-06-20 | Roof-receiving frame in repaired roof of slate roof and frame bracket and method for executing roof-receiving frame |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2003003615A true JP2003003615A (en) | 2003-01-08 |
Family
ID=19025500
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001186010A Withdrawn JP2003003615A (en) | 2001-06-20 | 2001-06-20 | Roof-receiving frame in repaired roof of slate roof and frame bracket and method for executing roof-receiving frame |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2003003615A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008163623A (en) * | 2006-12-28 | 2008-07-17 | Takiron Co Ltd | Roof repairing fitting and roof repairing structure using the same |
JP2008274591A (en) * | 2007-04-26 | 2008-11-13 | Takiron Co Ltd | Fittings for roof repairing and roof repair structure using the same |
JP2019044419A (en) * | 2017-08-31 | 2019-03-22 | 京セラ株式会社 | Solar battery device |
CN114482507A (en) * | 2022-01-14 | 2022-05-13 | 森赫电梯股份有限公司 | Inorganic tenant ladder overhauling platform and assembling method thereof |
-
2001
- 2001-06-20 JP JP2001186010A patent/JP2003003615A/en not_active Withdrawn
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008163623A (en) * | 2006-12-28 | 2008-07-17 | Takiron Co Ltd | Roof repairing fitting and roof repairing structure using the same |
JP2008274591A (en) * | 2007-04-26 | 2008-11-13 | Takiron Co Ltd | Fittings for roof repairing and roof repair structure using the same |
JP2019044419A (en) * | 2017-08-31 | 2019-03-22 | 京セラ株式会社 | Solar battery device |
CN114482507A (en) * | 2022-01-14 | 2022-05-13 | 森赫电梯股份有限公司 | Inorganic tenant ladder overhauling platform and assembling method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP5124773B2 (en) | Repair structure of slate roof and its repair method | |
JP2003003615A (en) | Roof-receiving frame in repaired roof of slate roof and frame bracket and method for executing roof-receiving frame | |
JP6337946B2 (en) | Exterior wall structure | |
JP5748325B2 (en) | Solar panel mount for slate roof | |
JP3970062B2 (en) | Roof support metal fitting fixing method for parent rope fastening | |
JP4990342B2 (en) | Safety fences and columns for work on the roof | |
KR20060000012U (en) | Pin needless and install no-impact lug for hand-rail | |
JP4401160B2 (en) | Refurbished roof and its renovation method | |
KR20210043824A (en) | Equipment for connecting structures on roof panels | |
JP3850727B2 (en) | Refurbished roof and its renovation method | |
JP5030419B2 (en) | Refurbished roof and its renovation method | |
JP2002213055A (en) | Temporary fence for roof repairing work, and roof repairing method using the same | |
JP3542061B2 (en) | Scaffold support | |
JP3331500B2 (en) | Renovation metal fittings for slate structures and their renovation structures | |
CN215055364U (en) | Template positioner for building | |
JP2002146974A (en) | Repair method for roof | |
JP7282569B2 (en) | Building construction method | |
JPH1046803A (en) | Scaffolding attaching device and eave unit | |
JP3001841B2 (en) | Frame bolting structure and its bracket | |
JP4007757B2 (en) | Panel mounting structure | |
JP2008115560A (en) | Temporary roof structure | |
JP3484630B2 (en) | Double-roofed roof structure | |
KR200274866Y1 (en) | structure of temporary soundproofing walls | |
JP3064328U (en) | Simple assembly scaffold for construction | |
JP2018071110A (en) | Roof material support structure, construction method of roof frame |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A711 | Notification of change in applicant |
Free format text: JAPANESE INTERMEDIATE CODE: A712 Effective date: 20060804 |
|
RD03 | Notification of appointment of power of attorney |
Free format text: JAPANESE INTERMEDIATE CODE: A7423 Effective date: 20060818 |
|
A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20080902 |