JP4817472B1 - Fence framework for roof construction - Google Patents

Fence framework for roof construction Download PDF

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JP4817472B1
JP4817472B1 JP2011158842A JP2011158842A JP4817472B1 JP 4817472 B1 JP4817472 B1 JP 4817472B1 JP 2011158842 A JP2011158842 A JP 2011158842A JP 2011158842 A JP2011158842 A JP 2011158842A JP 4817472 B1 JP4817472 B1 JP 4817472B1
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keraba
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roof
pressing member
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勇 大野
勇人 大野
真 大野
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有限会社 大勇板金
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Abstract

【課題】屋根工事用足場ではなく、塵埃や洗浄水の周囲への飛散防止のみを目的とした屋根工事用フェンスの骨組、すなわち、軒先側とケラバ側の屋根の周囲にビニールシート等の膜体を隙間なく張設するための屋根工事用フェンス骨組を開発する。

【解決手段】各所が摺動固着可能とした複数の押さえ部材を有する主軸棒体を樋と躯体に装着する軒先型骨組と、各所が摺動固着可能とした複数の押さえ部材を有する主軸棒体をケラバ材と躯体に装着するケラバ型骨組がセットとなった屋根工事用フェンス骨組を提供する。
【選択図】 図1
[PROBLEMS] To provide a framework for a roof construction fence not only for roof construction scaffolding, but for the purpose of preventing dust and washing water from being scattered around, that is, a film such as a vinyl sheet around the eaves side and the keraba side roof. Develop a fence framework for roof construction to stretch the roof without gaps.

An eaves-type frame for mounting a spindle rod body having a plurality of pressing members, which can be slidably fixed at various places, on the heel and the housing, and a spindle bar body having a plurality of pressing members, which can be slidably fixed at various positions. A fence framework for roof construction is provided, which is a set of keraba frame that attaches to the frame and keraba.
[Selection] Figure 1

Description

本発明は、屋根工事の際に発生する塵埃や洗浄水の飛沫などを周囲に飛散させないために設けられる膜体を張設する屋根工事用フェンス骨組に関するものである。屋根工事としては、新築、リフォームを問わず、屋根に関するすべての工事を含むものである。   The present invention relates to a roof construction fence framework in which a film body is stretched so as to prevent dust generated during roof construction or splashes of washing water from being scattered around. Roof construction includes all construction related to roofs, whether it is new construction or renovation.

従来、屋根工事の折には、屋根の周囲に足場を巡らすのが通常の施工方法である。この足場は、外壁等の施工は含まない屋根だけの工事においても、地面から屋根に至る高さに組立てられるのが常であり、足場の組立てだけでもかなりの工期と費用を要していた。   Conventionally, when folding a roof, it is a normal construction method to go around a scaffold around the roof. This scaffold is usually assembled to the height from the ground to the roof even in the construction of the roof that does not include the construction of the outer wall or the like, and the assembly work of the scaffold alone requires a considerable construction period and cost.

家屋の新築の際には、地面から屋根に至る高さの足場が組まれて、この足場によって外壁工事や窓等の建具類の工事も行われ、同じ足場が屋根工事にも応用されるので、足場の組立てに要する工期や費用は全体の建築期間や建築費用に組み入れられている。しかし、屋根のリフォームだけを行う場合においても、新築工事と同規模の足場を組むのは不経済であり、また徒に工期を長引かせる原因でもある。この点は認識されていたものの、長い間新築工事と同規模の足場を組む慣行が行われてきた。   When a new house is built, a scaffold with a height from the ground to the roof is built, and this scaffold also performs exterior wall construction and construction of windows and other fixtures, and the same scaffold is also applied to roof construction The construction period and cost required to assemble the scaffold are incorporated in the entire construction period and construction cost. However, even when only renovating the roof, it is uneconomical to build a scaffold of the same scale as the new construction, and it is also a cause of protracting the construction period. Although this point was recognized, the practice of building a foothold of the same scale as the new construction has been practiced for a long time.

地面から足場を組み立てるという大掛かりな方法を採らず、屋根の周囲だけに限定して足場を組むことができれば工期も短くなり、費用も安上がりに済むことが期待される。そのような屋根専用足場に関する従来技術は極めて少ないが、下記特許文献1に記載の「軒先足場取付具及び軒先ユニット」はそのような屋根専用足場の一例である。   If the scaffolding can be assembled only on the periphery of the roof without taking a large-scale method of assembling the scaffolding from the ground, it is expected that the construction period will be shortened and the cost will be reduced. Although there are very few prior arts regarding such a roof-dedicated scaffold, the “eave-end scaffolding fixture and eave-end unit” described in Patent Document 1 below is an example of such a roof-dedicated scaffold.

たしかに下記特許文献1に記載の「軒先足場取付具及び軒先ユニット」のような構成を取れば、地面から足場を組み立てることはなくなるので、工期も短くなり、費用も安上がりで済むように思われる。しかしながら、下記特許文献1に記載の技術内容には不備な点が少なくとも2点存し、それがために該技術内容が一般化されていないのではないかと思われる。   Certainly, if a structure such as “eave-end scaffolding fixture and eaves-end unit” described in Patent Document 1 described below is adopted, the scaffold will not be assembled from the ground, so the construction period will be shortened and the cost will be reduced. However, there are at least two inadequacies in the technical contents described in Patent Document 1 below, and it seems that the technical contents are not generalized.

その一点目は、下記特許文献1に記載の「軒先足場取付具及び軒先ユニット」が、釘やネジを用いて家屋の躯体に直接固着されるという方法で組み立てられる点である。確かに組み上げられた図面だけを見るならば、下記特許文献1に記載の「軒先足場取付具及び軒先ユニット」は屋根専用足場の様に見えるかもしれないが、この足場を家屋の躯体に固着させるためにさらに足場を必要とするという矛盾が存する。即ち、この「軒先足場取付具及び軒先ユニット」においては「軒先足場取付具」は屋根の上から組むことができず、地面から足場を組んで家屋の躯体に固着させることが必要となるので、それくらいであれば通常通り地面から足場を組むだけでよいこととなる。   The first point is that the “eave-spot scaffolding fixture and eaves-end unit” described in Patent Document 1 described below is assembled by a method in which the eaves scaffolding fixture and the eaves-end unit are directly fixed to the housing of the house using nails and screws. If you look only at the assembled drawings, the “eave-spot scaffolding fixture and eaves-end unit” described in Patent Document 1 below may look like a roof-only scaffold, but this scaffold is fixed to the housing of the house. There is a contradiction that requires additional scaffolding for this. In other words, in this "eave scaffolding fixture and eaves unit", the "eave scaffolding fixture" cannot be assembled from the roof, and it is necessary to assemble the scaffold from the ground and fix it to the housing frame. If it is about that, it is only necessary to build a scaffold from the ground as usual.

またもう一点は、下記特許文献1に記載の「軒先足場取付具及び軒先ユニット」においては、軒先側の足場の構成は開示されているが、ケラバ側の足場については全く触れられていない点である。すなわち、通常の屋根は常に軒先側(平側)とケラバ側(妻側)を有しているので、足場は軒先側にもケラバ側にも組めるものでなくてはならない。この点が第2の不備な点である。
特開平10‐46803号公報
Another point is that the structure of the eaves-side scaffold is disclosed in the “eave-end scaffolding fixture and eaves-end unit” described in Patent Document 1 below, but the keraba-side scaffold is not mentioned at all. is there. That is, since a normal roof always has an eaves side (flat side) and a keraba side (wife side), the scaffolding must be assembled on both the eaves side and the keraba side. This is the second deficiency.
Japanese Patent Laid-Open No. 10-46803

ここで、屋根工事における「足場の効用」を考えてみると、主たるものは次の2点であることが明らかである。
1.作業員の転落防止
2.作業に伴う塵埃や洗浄水の周囲への飛散防止。
Here, considering the “utility of scaffolding” in roof construction, it is clear that the main two are the following.
1. 1. Preventing workers from falling. Prevents dust and cleaning water from splashing around the work.

1の作業員の転落防止に関しては、通常の屋根工事においては新築の場合もリフォームの場合も「安全索」(あるいは「安全帯」)と呼称される道具を用いるのが常であって、作業員の転落防止は基本的にはこの「安全索」あるいは「安全帯」によって確保されている。「安全索」あるいは「安全帯」は作業員の身体に固定したワイヤーの一端を家屋の躯体(垂木など)に打ち込んで固定するか、あるいは専用の固定金具を用いて棟等に固定するものである。なお、家屋の躯体(垂木など)に打ち込んで固定した場合には、後でその部分を雨漏り等が生じないようにきちんと補修するのは当然のことである。   Regarding the prevention of the fall of 1 worker, it is usual to use a tool called “safety rope” (or “safety belt”) in both normal construction and renovation. Basically, this “safety line” or “safety belt” is used to prevent personnel from falling. The “safety cord” or “safety belt” is either fixed by driving one end of the wire fixed to the worker's body into a housing frame (such as a rafter) or by using a dedicated fixing bracket. is there. In addition, when it is driven into a housing frame (such as a rafter) and fixed, it is natural that the part is repaired properly so that no rain leaks will occur later.

この「安全索」あるいは「安全帯」は、通常は周囲に足場が組んである状態でも用いる。したがって、「作業員の転落防止」という点からいうなら、「安全索」あるいは「安全帯」を用いる以上、足場は不要であるということもできる。「安全索」あるいは「安全帯」は、一端をきちんと家屋の躯体に打ち込む、あるいは専用の固定金具を用いて棟等に固定すれば、それだけで「作業員の転落防止」の役割を充分に果たすことができるからである。   This “safety cord” or “safety belt” is usually used even in a state where a scaffold is assembled around. Therefore, in terms of “preventing workers from falling”, it can also be said that a scaffold is not necessary as long as “safety cords” or “safety belts” are used. “Safety cords” or “safety belts” can fully play the role of “preventing workers from falling” if they are properly driven into the housing of a house or fixed to a building using a dedicated fixing bracket. Because it can.

このような事実に鑑み、本発明においては、発想の転換を図り、思い切って上記1の「作業員の転落防止」の効果はすべて「安全索」あるいは「安全帯」の方で確保することとし、上記2の「作業に伴う塵埃や洗浄水の周囲への飛散防止」に特化した構成を考えることとした。したがって、発明の課題は次のようなものとなった。   In view of such facts, in the present invention, the idea is changed, and all the effects of “prevention of falling of workers” in 1 above are secured by the “safety rope” or “safety belt”. Therefore, a configuration specialized in the above-mentioned “Preventing scattering of dust and cleaning water associated with work” to 2 above was considered. Therefore, the problems of the invention are as follows.

<課題1>
屋根工事作業に伴う塵埃や洗浄水の周囲への飛散防止のみを目的とした屋根工事用フェンスとしての構成のみを考える。すなわち、屋根の周囲にビニールシート等の膜体を隙間なく張設できるための屋根工事用フェンスの骨組を開発する。この際、屋根工事には、新築かリフォームかを問わず、全ての屋根工事を含むものとする。
<課題2>
屋根工事用フェンスの骨組を装着するために新たに足場を組むことを必要とせず、屋根の上から簡単に装着できる構成のもので、しかもフェンスとして充分な強度を保持できる構成のものとする。
<課題3>
軒先側だけではなくケラバ側にも装着可能な構成を考える。
<Problem 1>
Consider only the construction as a roof construction fence only for the purpose of preventing dust and washing water from splashing around the roof construction work. In other words, we will develop a framework for roof construction fences that can stretch film bodies such as vinyl sheets around the roof without any gaps. At this time, the roof construction includes all roof construction regardless of whether it is a new construction or a renovation.
<Problem 2>
A structure that can be easily mounted from the top of the roof without having to newly assemble a scaffold for mounting the framework of the roof construction fence, and that can maintain sufficient strength as a fence.
<Problem 3>
Consider a configuration that can be installed not only on the eaves side but also on the keraba side.

本発明は、上記課題を解決するためになされたものであって、下記に示す解決手段を提供するものである。
<解決手段1>
屋根工事の際に発生する塵埃や洗浄水の飛沫などを周囲に飛散させないために設けられる膜体を張設する屋根工事用フェンス骨組であって、
軒先側に複数基が設置され、その間に膜体が張設される軒先型骨組と、ケラバ側に複数基が設置され、その間に膜体が張設されるケラバ型骨組から構成され、
軒先型骨組は、膜体装着用リングを有する主軸棒体と、主軸棒体に摺動自在且つ固着自在に装着される樋底面押圧部材と、主軸棒体に摺動自在且つ固着自在に装着される樋上辺押圧部材と、主軸棒体の下部に摺動自在且つ固着自在に装着される躯体押圧部材から構成され、
躯体押圧部材は主軸棒体の下部に摺動自在且つ固着自在に装着される摺動固着機構と、家屋の躯体である破風板と屋根地を押圧する破風板屋根地押圧部材と、摺動固着機構と破風板屋根地押圧部材の間隔を調節する間隔調整機構から構成され、
樋底面押圧部材が樋の底面を押圧し、樋上辺押圧部材が樋の上辺を押圧し、躯体押圧部材が家屋の躯体である破風板と屋根地を押圧することにより家屋の軒先側に固着され、
ケラバ型骨組は、膜体装着用リングを有する主軸棒体と、主軸棒体に摺動自在且つ固着自在に装着されるケラバ材押圧部材と、主軸棒体の下部に摺動自在且つ固着自在に装着される躯体押圧部材から構成され、
ケラバ材押圧部材は主軸棒体に摺動自在且つ固着自在に装着される摺動固着機構と、該摺動固着機構から水平方向に突設される水平腕にさらに摺動自在且つ固着自在に装着されるケラバ材押圧部から構成され、
躯体押圧部材は主軸棒体の下部に摺動自在且つ固着自在に装着される摺動固着機構と、家屋の躯体である破風板を押圧する破風板押圧部と家屋の躯体である屋根地を押圧する屋根地押圧部から構成され、破風板押圧部は水平方向に主軸棒体からの距離が調整可能となる構成を有し、屋根地押圧部は上下方向への移動が可能となる構成を有し、
ケラバ材押圧部材のケラバ材押圧部がケラバ材の背面板を押圧し、躯体押圧部材の破風板押圧部が家屋の躯体である破風板を押圧し、屋根地押圧部が家屋の躯体である屋根地を押圧することにより家屋のケラバ側に固着される
ことを特徴とする屋根工事用フェンス骨組。
<解決手段2>
軒先型骨組の樋底面押圧部材と樋上辺押圧部材の主軸棒体への摺動自在且つ固着自在の装着方法が、主軸棒体に長孔を穿設し、該長孔に挿通したボルトナットによって樋底面押圧部材の主軸棒体への装着部を主軸棒体へ摺動且つ固着させ、該長孔に挿通したボルトナットによって樋上辺押圧部材の主軸棒体への装着部を主軸棒体へ摺動且つ固着させる構成であることを特徴とする解決手段1に記載の屋根工事用フェンス骨組。
<解決手段3>
ケラバ型骨組のケラバ材押圧部材の主軸棒体への摺動自在且つ固着自在の装着方法が、主軸棒体に長孔を穿設し、該長孔に挿通したボルトナットによってケラバ材押圧部材の摺動固着機構を主軸棒体へ摺動且つ固着させる構成であり、
摺動固着機構から水平方向に突設される水平腕にさらに摺動自在且つ固着自在に装着されるケラバ材押圧部の水平腕への摺動自在且つ固着自在の装着方法が、水平腕に長孔を穿設し、該長孔に挿通したボルトナットによってケラバ材押圧部を水平腕へ摺動且つ固着させる構成である、
ことを特徴とする解決手段1あるいは解決手段2に記載の屋根工事用フェンス骨組。
<解決手段4>
軒先型骨組の躯体押圧部材の間隔調整機構が下方から樋の底面を押圧する構成であることを特徴とする解決手段1あるいは解決手段2あるいは解決手段3に記載の屋根工事用フェンス骨組。
The present invention has been made to solve the above-described problems, and provides the means for solving the problems described below.
<Solution 1>
It is a roof construction fence frame that stretches a film body that is provided to prevent dust generated during roof construction and splashes of washing water from scattering around the surroundings,
A plurality of groups are installed on the eaves side, and an eaves type frame in which the membrane body is stretched between them, and a plurality of groups are installed on the keraba side, and a keraba type frame in which the membrane body is stretched between them is configured.
The eaves-end type frame is attached to a main shaft rod body having a film body mounting ring, a bottom surface pressing member that is slidably and fixedly attached to the main shaft rod body, and a slidable and fixed attachment to the main shaft rod body. The upper side pressing member and the body pressing member that is slidably and fixedly attached to the lower part of the spindle rod body,
The frame pressing member is slidably and fixedly attached to the lower part of the main shaft bar body, the windbreak plate roofing member pressing member that presses the roof and the windbreak plate that is the housing frame, and the sliding fixing It is composed of an interval adjustment mechanism that adjusts the interval between the mechanism and the windbreak plate roof pressing member,
The heel bottom surface pressing member presses the bottom surface of the ridge, the ridge upper side pressing member presses the top side of the ridge, and the skeleton pressing member presses against the windbreak plate and the roof, which are the housing skeleton of the house, and is fixed to the eaves side of the house. ,
The keraba type frame includes a main shaft bar body having a film body mounting ring, a keraba material pressing member that is slidably and fixedly attached to the main shaft bar body, and a lower and lower part of the main shaft bar body. Consists of a body pressing member to be mounted,
The keraba material pressing member is slidably and fixedly attached to the spindle body, and is further slidably and fixedly attached to a horizontal arm projecting horizontally from the slidable fixing mechanism. Composed of keraba material pressing part,
The body pressing member is slidably and fixedly attached to the lower part of the main shaft bar body, the windbreak plate pressing part that presses the windbreak plate that is the housing body, and the roof that is the housing body is pressed. The windbreak plate pressing portion has a configuration in which the distance from the spindle rod body can be adjusted in the horizontal direction, and the roof pressing portion has a configuration in which it can move in the vertical direction. And
The keraba material pressing part of the keraba material pressing member presses the back plate of the keraba material, the windbreak plate pressing part of the frame pressing member presses the windbreak plate which is the housing frame of the house, and the roof press part is the roof of the house. A roof construction fence frame characterized by being fixed to the keraba side of a house by pressing the ground.
<Solution 2>
A slidable and fixed mounting method of the eaves-type frame heel bottom surface pressing member and heel upper side pressing member to the main shaft rod body is made by drilling a long hole in the main shaft rod body and using a bolt nut inserted through the long hole.装着 Slide and fix the mounting portion of the bottom surface pressing member to the main shaft rod body on the main shaft rod body, and slide the mounting portion of the upper side pressing member to the main shaft rod body onto the main shaft rod body by the bolts and nuts inserted through the elongated holes. The roof frame for roof construction according to Solution 1, characterized in that it is configured to move and fix.
<Solution 3>
A slidable and fixable attachment method of the keraba material pressing member of the keraba type frame to the spindle rod body is formed by drilling a long hole in the spindle rod body, and by using a bolt and nut inserted through the elongated hole. It is configured to slide and fix the sliding fixing mechanism to the spindle rod body,
The horizontal arm has a slidable and separable attachment method to the horizontal arm of the keraba material pressing part that is further slidably and firmly attached to the horizontal arm that protrudes horizontally from the sliding and fixing mechanism. It is a configuration in which a hole is formed and the keraba material pressing portion is slid and fixed to the horizontal arm by a bolt and nut inserted through the long hole.
The roof frame for roof construction according to Solution 1 or Solution 2 characterized by the above.
<Solution 4>
4. The roof frame for roof construction according to Solution 1, Solution 2 or Solution 3, wherein the distance adjusting mechanism of the frame pressing member of the eaves-end frame presses the bottom surface of the frame from below.

本発明の、解決手段1の発明によれば、軒先側に複数基が設置され、その間に膜体が張設される軒先型骨組と、ケラバ側に複数基が設置され、その間に膜体が張設されるケラバ型骨組から構成されているので、屋根全体を軒先型骨組とケラバ型骨組に張設された膜体によって包囲することが可能であり、塵埃や洗浄水の飛沫などを周囲に飛散させないという目的を完全に果たすことが可能である。 According to the invention of Solution 1 of the present invention, a plurality of groups are installed on the eaves side and a membrane body is stretched between them, and a plurality of groups are installed on the keraba side. Because it is composed of stretched keraba type frames, the entire roof can be surrounded by the eaves type frame and the membrane body stretched on the keraba type frame, and dust and splashes of washing water etc. It is possible to completely fulfill the purpose of preventing scattering.

同じく本発明の解決手段1の発明によれば、軒先型骨組は、膜体装着用リングを有する主軸棒体と、主軸棒体に摺動自在且つ固着自在に装着される樋底面押圧部材と、主軸棒体に摺動自在且つ固着自在に装着される樋上辺押圧部材と、主軸棒体の下部に摺動自在且つ固着自在に装着される躯体押圧部材から構成されているので、樋底面押圧部材が樋の底面を押圧し、樋上辺押圧部材が樋の上辺を押圧し、躯体押圧部材が家屋の躯体である破風板と屋根地を押圧することにより家屋の軒先側に固着され、結果として樋と躯体の両方に圧接されることによって軒先側に強く固着されることができる。 Similarly, according to the invention of Solution 1 of the present invention, an eaves-end type frame includes a main shaft bar body having a membrane body mounting ring, and a heel bottom surface pressing member that is slidably and fixedly mounted on the main shaft bar body, Since the upper side pressing member is slidably and fixedly attached to the spindle rod body and the casing pressing member is slidably and fixedly attached to the lower portion of the spindle rod body, the bottom surface pressing member Presses the bottom of the fence, the upper edge pressing member presses the upper edge of the fence, and the frame pressing member is fixed to the eaves side of the house by pressing the windbreak plate and the roof, which are the housing of the house. It can be strongly fixed to the eaves side by being pressed against both the frame and the frame.

同じく本発明の解決手段1の発明によれば、軒先型骨組の躯体押圧部材は、破風板屋根地押圧部材が家屋の躯体である破風板と屋根地を押圧する構成であり、主軸棒体に外側に向かって回転モーメントが働いた場合、破風板屋根地押圧部材はさらに強く破風板及び屋根地に圧接され、破風板及び屋根地を押圧することになる。すなわち、より強力に軒先型骨組全体を屋根の軒先側に固着させようとする働きが増強されることになる。また、主軸棒体に内側に向かって回転モーメントが働いた場合も、破風板屋根地押圧部材はさらに強く破風板に圧接され、主軸棒体は樋上辺に、樋上辺押圧部材は樋上辺に、樋底面圧接部材は樋底面にさらに強く圧接され、すなわち、より強力に軒先型骨組全体を屋根の軒先側に固着させようとする働きが増強されることになる。 Similarly, according to the invention of Solution 1 of the present invention, the frame pressing member of the eaves-end type frame is configured such that the windbreak plate roofing pressure pressing member presses the windbreak plate and the roof that are the frame of the house. When a rotational moment is exerted toward the outside, the windbreak plate roof pressing member is further strongly pressed against the windbreak plate and the roof, and presses the wind break plate and the roof. That is, the function of trying to firmly attach the entire eaves-type frame to the eaves side of the roof is strengthened. Also, when a rotational moment acts on the main shaft body inward, the windbreak plate roofing pressure member is more strongly pressed against the windbreak plate, the main shaft rod body is on the upper edge, the upper edge pressing member is on the upper edge, The heel bottom pressure contact member is more strongly pressed against the heel bottom, that is, the function of more strongly fixing the entire eaves-type frame to the eaves side of the roof is enhanced.

同じく本発明の解決手段1の発明によれば、軒先型骨組において樋底面押圧部材、樋上辺押圧部材、躯体押圧部材は夫々に主軸棒体に対して摺動自在且つ固着自在に装着されており、また、躯体押圧部材においては主軸棒体に装着される摺動固着機構と破風板及び屋根地を押圧する破風板屋根地押圧部材の間隔を調整できる間隔調整機構を備えているので、ほとんどすべてのサイズの屋根や樋に適用可能である。 Similarly, according to the invention of Solution 1 of the present invention, in the eaves-end type frame, the heel bottom surface pressing member, the heel upper side pressing member, and the housing pressing member are slidably and fixedly attached to the spindle rod body, respectively. Also, in the case pressing member, almost all of the sliding fixing mechanism mounted on the spindle rod body and the interval adjusting mechanism capable of adjusting the interval between the wind breaking plate and the roof breaking plate pressing member that presses the roof are provided. Applicable to roofs and fences of any size.

同じく本発明の解決手段1の発明によれば、ケラバ型骨組は、膜体装着用リングを有する主軸棒体と、主軸棒体に摺動自在且つ固着自在に装着されるケラバ材押圧部材と、主軸棒体の下部に摺動自在且つ固着自在に装着される躯体押圧部材から構成されているので、ケラバ材押圧部がケラバ材の背面板を押圧し、躯体押圧部材の破風板押圧部が家屋の躯体である破風板を押圧し、屋根地押圧部が家屋の躯体である屋根地を押圧することにより家屋のケラバ側に固着され、結果としてケラバ材と躯体の両方に圧接されることによってケラバ側に強く固着されることができる。 Similarly, according to the invention of Solution 1 of the present invention, the keraba frame includes a spindle bar body having a membrane body mounting ring, a keraba material pressing member that is slidably and firmly attached to the spindle bar body, Since it is composed of a housing pressing member that is slidably and fixedly attached to the lower part of the spindle rod body, the keraba material pressing portion presses the back plate of the keraba material, and the windbreak plate pressing portion of the housing pressing member is the house. By pressing the windbreak plate, which is the housing of the house, and the roof press part is pressed to the keraba side of the house by pressing the roof, which is the housing of the house, and as a result, the keraba is pressed against both the keraba material and the housing. Can be firmly attached to the side.

同じく本発明の解決手段1の発明によれば、ケラバ型骨組の躯体押圧部材は、破風板押圧部が家屋の躯体である破風板を押圧し、屋根地押圧部が家屋の躯体である屋根地を押圧する構成であるので、主軸棒体に外側に向かって回転モーメントが働いた場合、破風板押圧部はさらに強く破風板に圧接され、屋根地押圧部はさらに強く屋根地に圧接され、結果として躯体押圧部材が破風板及び屋根地を強く押圧することになる。さらに加えてケラバ材押圧部材がケラバ材を押圧することになるので、結果として、より強力にケラバ型骨組全体を屋根のケラバ側に固着させようとする働きが増強されることになる。主軸棒体に内側に向かって回転モーメントが働いた場合にも、主軸棒体自体がケラバ材に強く押圧されると同時に躯体押圧部材の破風板押圧部がさらに強く破風板に圧接されるので、結果として、より強力にケラバ型骨組全体を屋根のケラバ側に固着させようとする働きが増強されることになる。 Similarly, according to the invention of Solution 1 of the present invention, the frame pressing member of the keraba-type frame is a roof where the windbreak plate pressing portion presses the windbreak plate which is a housing frame, and the roof pressure portion is a housing frame. Therefore, when a rotational moment acts on the spindle rod body toward the outside, the windbreak plate pressing portion is more strongly pressed against the windbreak plate, and the roof pressure portion is further pressed against the roof, As a result, the frame pressing member strongly presses the windbreak plate and the roof. In addition, since the keraba material pressing member presses the keraba material, as a result, the function of more strongly fixing the entire keraba frame to the keraba side of the roof is enhanced. Even when a rotational moment is applied to the main spindle body inward, the main spindle body itself is strongly pressed against the keraba material, and at the same time, the windbreak plate pressing portion of the housing pressing member is further pressed against the windbreak plate, As a result, the action of trying to firmly bond the entire keraba frame to the keraba side of the roof is enhanced.

同じく本発明の解決手段1の発明によれば、ケラバ型骨組においてケラバ材押圧部材、躯体押圧部材は夫々に主軸棒体に対して摺動自在且つ固着自在に装着されており、また、躯体押圧部材においては主軸棒体に装着される摺動固着機構と破風板を押圧する破風板押圧部との間隔及び摺動固着機構と屋根地を押圧する屋根地押圧部の間隔を夫々に調整できる間隔調整機構を備えているので、ほとんどすべてのサイズの屋根や樋に適用可能である。 Similarly, according to the invention of Solution 1 of the present invention, the keraba material pressing member and the casing pressing member are slidably and fixedly attached to the spindle rod body in the keraba type frame, respectively, In the member, the distance between the sliding fixing mechanism mounted on the spindle rod body and the windbreak plate pressing part that presses the windbreak plate and the distance between the sliding fixing mechanism and the roofing pressing part that presses the roof can be adjusted respectively. Because it has an adjustment mechanism, it can be applied to almost all sizes of roofs and fences.

本発明の、解決手段2の発明によれば、軒先型骨組の樋底面押圧部材と樋上辺押圧部材の主軸棒体への摺動自在且つ固着自在の装着方法が、主軸棒体に長孔を穿設し、該長孔に挿通したボルトナットによって樋底面押圧部材の主軸棒体への装着部を主軸棒体へ摺動且つ固着させ、該長孔に挿通したボルトナットによって樋上辺押圧部材の主軸棒体への装着部を主軸棒体へ摺動且つ固着させる構成であるので、樋底面押圧部材も樋上辺押圧部材も、これを摺動させたい場合にはボルトナットを緩めるだけでよく、固着させたい場合にはボルトナットを締めるだけでよい。すなわち、摺動させる場合にも固着させる場合にも極めて簡単な操作でこれを行うことが可能である。しかも、無段階に連続的に摺動させて任意の位置で固着させることができるので、使い勝手が非常によく、長孔の設け方次第でどのような形状の屋根の軒先側に対しても略問題なく装着が可能である。 According to the invention of Solution 2 of the present invention, there is provided a slidable and separable mounting method of the eaves-end type skeleton frame bottom pressing member and the heel upper side pressing member to the main shaft rod body. The mounting portion of the bottom surface pressing member to the main shaft rod body is slid and fixed to the main shaft rod body by a bolt nut inserted through the long hole, and the upper side pressing member of the upper side pressing member is inserted by the bolt nut inserted into the long hole. Since the mounting part to the spindle bar is slid and fixed to the spindle bar, both the bottom face pressing member and the upper side pressing member need only loosen the bolt and nut if you want to slide them, If you want to fix them, just tighten the bolts and nuts. That is, it is possible to perform this with a very simple operation both when sliding and when fixing. Moreover, since it can be slid continuously and fixed at any position, it is very convenient to use, and it can be used for the roof eaves of any shape depending on how the long holes are provided. Can be installed without problems.

本発明の解決手段3の発明によれば、ケラバ型骨組のケラバ材押圧部材の主軸棒体への摺動自在且つ固着自在の装着方法が、主軸棒体に長孔を穿設し、該長孔に挿通したボルトナットによってケラバ材押圧部材の摺動固着機構を主軸棒体へ摺動且つ固着させる構成であり、摺動固着機構から水平方向に突設される水平腕にさらに摺動自在且つ固着自在に装着されるケラバ材押圧部の水平腕への摺動自在且つ固着自在の装着方法が、水平腕に長孔を穿設し、該長孔に挿通したボルトナットによってケラバ材押圧部を水平腕へ摺動且つ固着させる構成であるので、摺動させたい場合にはボルトナットを緩めるだけでよく、固着させたい場合にはボルトナットを締めるだけでよい。すなわち、摺動させる場合にも固着させる場合にも極めて簡単な操作でこれを行うことが可能である。しかも、無段階に連続的に摺動させて任意の位置で固着させることができるので、使い勝手が非常によく、長孔の設け方次第でどのような形状の屋根のケラバ側に対しても略問題なく装着が可能である。 According to the invention of Solution 3 of the present invention, a slidable and fixed mounting method of a keraba material pressing member of a keraba-type frame to a spindle rod body is provided with a long hole formed in the spindle rod body. The sliding and fixing mechanism of the keraba material pressing member is slid and fixed to the main shaft bar by the bolt and nut inserted through the hole, and is further slidable to the horizontal arm protruding in the horizontal direction from the sliding and fixing mechanism. A slidable and separable mounting method of the keraba material pressing portion to be fixedly attached to the horizontal arm includes a long hole formed in the horizontal arm, and the keraba material pressing portion is formed by a bolt nut inserted into the long hole. Since it is configured to slide and adhere to the horizontal arm, it is only necessary to loosen the bolt and nut if it is desired to slide, and only to tighten the bolt and nut if it is desired to adhere. That is, it is possible to perform this with a very simple operation both when sliding and when fixing. Moreover, since it can be continuously slid and fixed at any position in a continuous manner, it is very convenient to use, and it can be applied to the keraba side of the roof of any shape depending on how the long holes are provided. Can be installed without problems.

本発明の解決手段4の発明によれば、軒先型骨組の躯体押圧部材の間隔調整機構が下方から樋の底面を押圧する構成であるので、樋へのより強力な固着が実現される。 According to the invention of Solution 4 of the present invention, since the distance adjusting mechanism of the eaves-type skeleton frame pressing member presses the bottom surface of the heel from below, stronger fixation to the heel is realized.

(a)本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組を屋根の軒先側に装着した状態を説明する説明図である。(b)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組を屋根のケラバ側に装着した状態を説明する説明図である。(A) It is explanatory drawing explaining the state which mounted | worn the eaves-type frame of the fence frame for roof construction of Example 1 of this invention on the eaves side of the roof. (B) It is explanatory drawing explaining the state which mounted | worn with the keraba type | mold frame of the fence frame for roof construction of Example 1 of this invention on the keraba side of the roof. 本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の右側面図である。It is a right view of the eaves-end type | mold frame | frame of the fence frame | frame for roof construction of Example 1 of this invention. 本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の左側面図である。It is a left view of the eaves-end type | mold frame | frame of the fence frame | frame for roof construction of Example 1 of this invention. (a)本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の正面図である。(b)本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の背面図である。(A) It is a front view of the eaves end type | mold frame | frame of the fence frame for roof construction of Example 1 of this invention. (B) It is a rear view of the eaves-end type | mold frame | frame of the fence frame for roof construction of Example 1 of this invention. 本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組を正面右側上方から見た概観斜視図である。It is the general-view perspective view which looked at the eaves-end type | mold frame | frame of the fence frame | frame for roof construction of Example 1 of this invention from the front right upper side. 本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組を正面左側上方から見た概観斜視図である。It is the general-view perspective view which looked at the eaves-end type | mold frame | frame of the fence frame | frame for roof construction of Example 1 of this invention from the front left upper side. (a)本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の主軸棒体の正面図である。(b)本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の主軸棒体の背面図である。(c)本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の主軸棒体の右側面図である。(b)本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の主軸棒体の左側面図である。(e)図7aのA−A線断面図である。(f)図7bのB−B線断面図である。(A) It is a front view of the main axis | shaft rod body of the eaves-end type | mold frame | frame of the roof frame | frame for roof construction of Example 1 of this invention. (B) It is a rear view of the main axis | shaft rod body of the eaves-end type | mold frame | frame of the roof frame | frame for roof construction of Example 1 of this invention. (C) It is a right view of the main axis | shaft rod body of the eaves-end type | mold frame | frame of the roof frame | frame for roof construction of Example 1 of this invention. (B) It is a left view of the main axis | shaft rod body of the eaves-end type | mold frame | frame of the roof frame | frame for roof construction of Example 1 of this invention. (E) It is the sectional view on the AA line of FIG. 7a. (F) It is the BB sectional drawing of FIG. 7b. (a)本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の樋底面押圧部材の外観斜視図である。 (b)本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の樋底面押圧部材の組付構成を説明する説明図である。 (c)本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の樋上辺押圧部材の外観斜視図である。 (b)本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の樋上辺押圧部材の組付構成を説明する説明図である。(A) It is an external appearance perspective view of the bottom face pressing member of the eaves-end type | mold frame | frame of the fence frame | frame for roof construction of Example 1 of this invention. (B) It is explanatory drawing explaining the assembly | attachment structure of the bottom face pressing member of the eaves-end type | mold framework of the fence framework for roof construction of Example 1 of this invention. (C) It is an external appearance perspective view of the eaves top side pressing member of the eaves-end type | mold framework of the fence frame for roof construction of Example 1 of this invention. (B) It is explanatory drawing explaining the assembly | attachment structure of the upper edge side press member of the eaves-end type | mold frame | frame of the fence frame for roof construction of Example 1 of this invention. 本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の躯体押圧部材と主軸棒体の組付構成を説明する説明図である。It is explanatory drawing explaining the assembly structure of the frame pressing member of the eaves-end type | mold frame | skeleton of a fence skeleton for roof construction of Example 1 of this invention, and a main-axis | shaft rod body. 本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組の作用を説明する説明図である。It is explanatory drawing explaining the effect | action of the eaves-end type | mold frame | frame of the roof frame | frame for roof construction of Example 1 of this invention. 本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組の右側面図である。It is a right view of the keraba type | mold frame of the fence frame for roof construction of Example 1 of this invention. 本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組の左側面図である。It is a left view of the keraba type | mold frame of the fence frame for roof construction of Example 1 of this invention. (a)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組の正面図である。(b)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組の背面図である。(A) It is a front view of the keraba type | mold frame | frame of the fence frame for roof construction of Example 1 of this invention. (B) It is a rear view of the keraba type | mold frame | frame of the fence frame for roof construction of Example 1 of this invention. 本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組を正面右側上方から見た概観斜視図である。It is the general-view perspective view which looked at the keraba type | mold frame | frame of the fence frame | frame for roof construction of Example 1 of this invention from the front right upper side. 本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組を正面左側上方から見た概観斜視図である。It is the general-view perspective view which looked at the keraba type | mold frame | frame of the fence frame | frame for roof construction of Example 1 of this invention from the front left upper side. (a)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組の主軸棒体の正面図である。(b)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組の主軸棒体の背面図である。(c)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組の主軸棒体の右側面図である。(b)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組の主軸棒体の左側面図である。(A) It is a front view of the main axis | shaft rod body of the keraba type | mold frame | frame of the fence frame | frame for roof construction of Example 1 of this invention. (B) It is a rear view of the main axis | shaft rod body of the keraba type | mold framework of the fence frame for roof construction of Example 1 of this invention. (C) It is a right view of the main axis | shaft rod body of the keraba type | mold frame of the fence frame for roof construction of Example 1 of this invention. (B) It is a left view of the main axis | shaft rod body of the keraba type | mold frame | frame of the fence frame | frame for roof construction of Example 1 of this invention. (a)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組のケラバ材押圧部材の摺動固着機構と水平腕部の右側面図である。 (b)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組のケラバ材押圧部材の摺動固着機構と水平腕部の左側面図である。 (c)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組のケラバ材押圧部材の摺動固着機構と水平腕部の正面図である。 (d)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組のケラバ材押圧部材の摺動固着機構と水平腕部の背面図である。 (e)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組のケラバ材押圧部材の摺動固着機構と水平腕部の正面左方上方から見た外観斜視図である。 (f)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組のケラバ材押圧部材の摺動固着機構と水平腕部の背面右方下方から見た外観斜視図である。(A) It is a right view of the sliding fixation mechanism and horizontal arm part of the keraba material pressing member of the keraba type | mold framework of the fence skeleton for roof construction of Example 1 of this invention. (B) It is the left view of the sliding fixation mechanism and horizontal arm part of the keraba material pressing member of the keraba type | mold framework of the fence skeleton for roof construction of Example 1 of this invention. (C) It is a front view of the sliding fixation mechanism and horizontal arm part of the keraba material pressing member of the keraba type | mold framework of the fence skeleton for roof construction of Example 1 of this invention. (D) It is a back view of the sliding fixation mechanism and horizontal arm part of the keraba material pressing member of the keraba type | mold framework of the fence skeleton for roof construction of Example 1 of this invention. (E) It is the external appearance perspective view seen from the front left upper part of the sliding fixation mechanism and the horizontal arm part of the keraba material pressing member of the keraba type | mold framework of the fence frame for roof construction of Example 1 of this invention. (F) It is the external appearance perspective view seen from the back lower right side of the back side of the keraba material press member of the keraba type | mold framework of the fence frame | frame for roof construction of Example 1 of this invention, and a horizontal arm part. (a)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組のケラバ材押圧部材のケラバ材押圧部の外観斜視図である。(b)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組のケラバ材押圧部材のケラバ材押圧部の組付構成を説明する説明図である。(c)本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組の躯体押圧部材と主軸棒体の組付構成を説明する説明図である。(A) It is an external appearance perspective view of the keraba material pressing part of the keraba material pressing member of the keraba type | mold framework of the fence framework for roof construction of Example 1 of this invention. (B) It is explanatory drawing explaining the assembly | attachment structure of the keraba material press part of the keraba material pressing member of the keraba type | mold framework of the fence frame for roof construction of Example 1 of this invention. (C) It is explanatory drawing explaining the assembly | attachment structure of the frame pressing member of the keraba type | mold frame of the fence frame for roof construction of Example 1 of this invention, and a spindle rod body. 本発明の実施例1の屋根工事用フェンス骨組のケラバ型骨組の作用を説明する説明図である。It is explanatory drawing explaining the effect | action of the keraba type | mold frame of the fence frame for roof construction of Example 1 of this invention. (a)本発明の実施例1の屋根工事用フェンス骨組の屋根に対する装着状態を説明するための軒先側から見た説明図である。 (b)本発明の実施例1の屋根工事用フェンス骨組の屋根に対する装着状態を説明するためのケラバ側から見た説明図である。(A) It is explanatory drawing seen from the eaves end side for demonstrating the mounting state with respect to the roof of the fence frame for roof construction of Example 1 of this invention. (B) It is explanatory drawing seen from the Keraba side for demonstrating the mounting state with respect to the roof of the fence frame for roof construction of Example 1 of this invention.

本発明を実施するための最良の形態を、以下に、図面を参照しながら詳細に説明する。   The best mode for carrying out the present invention will be described below in detail with reference to the drawings.

<軒先型骨組の構成>
図1に、本発明の実施例1の屋根工事用フェンス骨組の軒先型骨組A(図1a)とケラバ型骨組B(図1b)を示す。軒先型骨組Aは、膜体装着用リングとなるアイボルトR1を有する主軸棒体1と、主軸棒体1に摺動自在且つ固着自在に装着される樋底面押圧部材2と、主軸棒体1に摺動自在且つ固着自在に装着される樋上辺押圧部材3と、主軸棒体1の下部に摺動自在且つ固着自在に装着される躯体押圧部材4から構成されている。図1aの軒先型骨組Aは、主軸棒体1のアイボルトR1に安全索Wを架けた状態を示している。安全索Wの他端は図示しないが、屋根の躯体(垂木など)に打ち込まれて固定される。あるいは、専用の固定金具Ws(図20参照)を用いて棟等に固定される。なお、躯体(垂木など)に打ち込んで固定した場合には、その箇所を、後に雨漏り等のないように完全に補修するものであることはいうまでもない。また、Mは膜体である。
<Configuration of eaves-type frame>
FIG. 1 shows an eaves-end type frame A (FIG. 1a) and a keraba type frame B (FIG. 1b) of a fence frame for roof construction of Example 1 of the present invention. The eaves-end type frame A includes a main shaft rod body 1 having an eyebolt R1 as a ring for attaching a membrane body, a saddle bottom surface pressing member 2 that is slidably and fixedly attached to the main shaft rod body 1, and a main shaft rod body 1. The upper side pressing member 3 is slidably and fixedly mounted, and the casing pressing member 4 is slidably and fixedly attached to the lower part of the spindle rod 1. The eaves-type frame A in FIG. 1 a shows a state in which a safety rope W is hung on the eyebolt R <b> 1 of the main spindle 1. The other end of the safety cable W is not shown, but is fixed by being driven into a roof frame (such as a rafter). Alternatively, it is fixed to a building or the like using a dedicated fixing bracket Ws (see FIG. 20). Needless to say, when it is fixed to a frame (such as a rafter), the part is completely repaired so that there will be no leakage later. M is a film body.

軒先型骨組Aの主軸棒体1は、図7に示すように、金属製の角柱状の本体11の正面12と背面13の上部の同位置に夫々円孔12a、13aを有し、中間部においては右側面14に長孔14aが穿設され、左側面15は右側面14の長孔14aと同じ延長を有する窓部15aとされている。さらに下部には正面12と背面13に夫々同じ長さの長孔12b、13bを有している。なお、上面16と下面17は開放面となっている。 As shown in FIG. 7, the spindle rod 1 of the eaves-end type frame A has circular holes 12 a and 13 a at the same positions on the front surface 12 and the upper surface of the back surface 13 of the metal prismatic main body 11, respectively. In FIG. 2, a long hole 14a is formed in the right side surface 14, and the left side surface 15 is a window portion 15a having the same extension as the long hole 14a in the right side surface 14. Furthermore, long holes 12b and 13b having the same length are provided on the front surface 12 and the back surface 13 in the lower part. The upper surface 16 and the lower surface 17 are open surfaces.

軒先型骨組Aの主軸棒体1の中間部の上部には、図2〜図6に示すように樋底面押圧部材2が摺動自在且つ固着自在に装着されている。樋底面押圧部材2は図8a、図8bに示すように、略立方体状の摺動体21の正面に樋底面押圧部22の上端部が固着された状態である。固着方法は、実施例1においては溶着をもって行っているが、これは螺着等の他の方法でもよい。すなわち、摺動体21と樋底面押圧部22が一体として固着できる方法であればいかなる方法を用いても自由である。 As shown in FIGS. 2 to 6, the bottom surface pressing member 2 is slidably and firmly attached to the upper portion of the intermediate portion of the spindle rod body 1 of the eaves-end type frame A. As shown in FIGS. 8 a and 8 b, the bottom surface pressing member 2 is in a state where the upper end portion of the bottom surface pressing portion 22 is fixed to the front surface of the substantially cubic slide body 21. The fixing method is performed by welding in the first embodiment, but other methods such as screwing may be used. That is, any method can be used as long as the sliding body 21 and the bottom surface pressing portion 22 can be fixed together.

摺動体21は金属製で、正面21a、背面21b、右側面21c、左側面21dを有しており、上面と下面は開放面となっている。右側面21cのやや下方には円孔h1が穿設され、左側面21dは右側面21cより高さが低く、左側面21dの上部は欠損され窓部W1となっている。摺動体21は樋底面押圧部材2の主軸棒体1への装着部の役割を果たす。 The sliding body 21 is made of metal and has a front surface 21a, a back surface 21b, a right side surface 21c, and a left side surface 21d. The upper surface and the lower surface are open surfaces. A circular hole h1 is formed slightly below the right side surface 21c, the left side surface 21d is lower in height than the right side surface 21c, and the upper part of the left side surface 21d is broken to form a window portion W1. The sliding body 21 serves as a mounting portion for mounting the bottom surface pressing member 2 to the spindle rod body 1.

樋底面押圧部22は金属製で平板状の押圧ロッド22aの先端にゴム製あるいは合成樹脂製の弾性体である円筒形状の押圧体22bが一体に固着された構成であり、押圧ロッド22aの上部は屈曲され、上端部が平面視で略正方形状となって摺動体21の正面21aに溶着により一体に固着されている。固着方法は、上述のように螺着等の他の方法でもよい。また、押圧ロッド22aの中央部やや下方には円孔h2が穿設されている。 The bottom surface pressing portion 22 is made of a metal and has a structure in which a cylindrical pressing body 22b, which is an elastic body made of rubber or synthetic resin, is integrally fixed to the tip of a flat pressing rod 22a. Is bent, and the upper end portion is formed in a substantially square shape in plan view, and is integrally fixed to the front surface 21a of the sliding body 21 by welding. The fixing method may be other methods such as screwing as described above. A circular hole h2 is formed slightly below the center of the pressing rod 22a.

押圧ロッド22aの曲折状態について説明する。図2、図3に見るように、押圧ロッド22aの上端部は垂直であるが、上端部の下端から水平に曲折されさらに垂直に曲折されさらに斜行されて下端部に至る。これにて上端部の下方に空間S1が生じているが、この空間S1があるために後述の樋上辺押圧部材3の押圧ロッド32aの上端が樋底面押圧部材2の押圧ロッド22aに衝突することなく摺動可能となる。 The bent state of the pressing rod 22a will be described. As shown in FIGS. 2 and 3, the upper end of the pressing rod 22a is vertical, but is bent horizontally from the lower end of the upper end, further bent vertically, and further skewed to reach the lower end. As a result, a space S1 is created below the upper end, and because this space S1 exists, the upper end of the pressing rod 32a of the heel upper side pressing member 3 described later collides with the pressing rod 22a of the heel bottom surface pressing member 2. It becomes slidable.

軒先型骨組Aの主軸棒体1に装着されている樋底面押圧部材2の下方には、図2〜図6に見るように樋上辺押圧部材3が摺動自在且つ固着自在に装着されている。樋上辺押圧部材3は図8c、図8dに示すように、略立方体状の摺動体31の正面に樋上辺押圧部32の上端部が固着された状態である。固着方法は、実施例1においては溶着をもって行っているが、これは螺着等の他の方法でもよい。すなわち、摺動体31と樋底面押圧部32が一体として固着できる方法であればいかなる方法を用いても自由である。 As shown in FIGS. 2 to 6, the heel upper side pressing member 3 is slidably and fixedly mounted below the heel bottom surface pressing member 2 mounted on the spindle rod 1 of the eaves-end frame A. . As shown in FIGS. 8 c and 8 d, the heel upper side pressing member 3 is in a state where the upper end portion of the heel upper side pressing portion 32 is fixed to the front surface of the substantially cubic sliding body 31. The fixing method is performed by welding in the first embodiment, but other methods such as screwing may be used. That is, any method can be used as long as the sliding body 31 and the bottom surface pressing portion 32 can be fixed together.

摺動体31は金属製で、正面31a、背面31b、右側面31c、左側面31dを有しており、上面と下面は開放面となっている。右側面31cのやや下方には円孔h3が穿設され、左側面31dは右側面31cより高さが低く、左側面31dの上部は欠損され窓部W2となっている。摺動体31は樋上辺押圧部材3の主軸棒体1への装着部の役割を果たす。 The sliding body 31 is made of metal and has a front surface 31a, a back surface 31b, a right side surface 31c, and a left side surface 31d, and an upper surface and a lower surface are open surfaces. A circular hole h3 is formed slightly below the right side surface 31c, the left side surface 31d is lower in height than the right side surface 31c, and the upper portion of the left side surface 31d is missing to form a window portion W2. The sliding body 31 serves as a mounting portion for attaching the upper side pressing member 3 to the spindle rod body 1.

樋上辺押圧部32は金属製で平板状の押圧ロッド32aの先端にゴム製あるいは合成樹脂製の弾性体である円筒形状の押圧体32bが一体に固着された構成であり、押圧ロッド32aの上部は正面視が略正方形状となって摺動体31の正面31aに溶着により一体に固着されている。固着方法は、上述のように螺着等の他の方法でもよい。また、押圧ロッド32aの下端はやや前方にわずかに屈曲された状態であるが、これは図2、図3に明らかなように、押圧体32bが主軸棒体1の正面12と重ならず、しかも適切に樋Gの上辺を押圧できるようにするためである。 The upper side pressing portion 32 is made of metal, and has a structure in which a cylindrical pressing body 32b, which is an elastic body made of rubber or synthetic resin, is integrally fixed to the tip of a flat pressing rod 32a, and an upper portion of the pressing rod 32a. Has a substantially square shape when viewed from the front, and is integrally fixed to the front surface 31a of the sliding body 31 by welding. The fixing method may be other methods such as screwing as described above. Further, the lower end of the pressing rod 32a is slightly bent forward, but as is apparent from FIGS. 2 and 3, the pressing body 32b does not overlap the front surface 12 of the spindle rod body 1, Moreover, this is because the upper side of the ridge G can be appropriately pressed.

躯体押圧部材4は、図1a、図2、図3に見るように、主軸棒体1の下部に摺動自在且つ固着自在に装着される摺動固着機構41と、家屋の躯体である破風板Hと屋根地YJを押圧する破風板屋根地押圧部材42と、摺動固着機構41と破風板屋根地押圧部材42の間隔を調節する間隔調整機構43から構成されている。なお、図1aにおいてTは垂木、K1はカラクサ、Yは屋根材である。屋根材Yは、実施例1においては最近の家屋の屋根に多用される平板状の屋根材を用いているが、以前の家屋に多用された曲線を有する屋根瓦(図示せず)を用いても基本的には変わらない。 As shown in FIGS. 1 a, 2, and 3, the casing pressing member 4 includes a sliding fixing mechanism 41 that is slidably and fixedly attached to the lower portion of the spindle rod body 1, and a windbreak plate that is a casing of a house. The windbreak plate roof pressing member 42 presses H and the roof YJ, and a distance adjusting mechanism 43 that adjusts the distance between the sliding fixing mechanism 41 and the wind break roof pressing member 42. In FIG. 1a, T is a rafter, K1 is a ragweed, and Y is a roofing material. In the first embodiment, the roof material Y is a flat roof material frequently used for the roof of a recent house, but a roof tile (not shown) having a curve frequently used for a previous house is used. But basically it does not change.

摺動固着機構41は、スタッドボルト41a、ナット41b、41c、ワッシャー41d、41eから構成されており、図2、図3、図9に示すようにスタッドボルト41aの後部を主軸棒体1の下部の長孔12b、13bに挿通し、主軸棒体1の背面13の外側にてナット41b、ワッシャー41dにて締結し、主軸棒体1の背面13の内側にてナット41c、ワッシャー41eにて締結する。したがって、ナット41bかナット41cのいずれかあるいは両方を緩めればスタッドボルト41aは長孔12b、13bを上下に摺動自在となり、ナット41b、ナット41cの両方を締結すれば長孔12b、13bの任意の箇所にてスタッドボルト41aを主軸棒体1に対して固着状態にすることができる。 The sliding fixing mechanism 41 is composed of a stud bolt 41a, nuts 41b and 41c, and washers 41d and 41e. As shown in FIGS. And is fastened with a nut 41b and a washer 41d on the outside of the back surface 13 of the spindle rod body 1 and fastened with a nut 41c and a washer 41e on the inside of the back surface 13 of the spindle rod body 1. To do. Therefore, if either or both of the nut 41b and the nut 41c are loosened, the stud bolt 41a can slide up and down the long holes 12b and 13b, and if both the nut 41b and the nut 41c are fastened, the long holes 12b and 13b The stud bolt 41a can be fixed to the spindle rod body 1 at an arbitrary location.

破風板屋根地押圧部材42は、スタッドボルト42a、ナット42b、42c、ワッシャー42d、42e、破風板屋根地押圧部421から構成されている。破風板屋根地押圧部421は金属製の板状の押圧ロッド421aの上端にゴム製又は合成樹脂製の弾性体である円筒状の押圧体421bが固着された構成で、押圧ロッド421aは中間部が側面視でクランク状に曲折され、下部には長孔421cが穿設されている。また、押圧ロッド421aの上端部はわずかに背面側に傾斜されているが、これは図10に示すように押圧体421bが破風板Hと屋根地YJの両方を効果的に押圧できるためであるばかりではなく、また押圧ロッド421aの上部の正面が破風板Hを押圧できるようにするためである。   The windbreak plate roof area pressing member 42 includes a stud bolt 42a, nuts 42b and 42c, washers 42d and 42e, and a windbreak plate roof area pressing portion 421. The windbreak plate roof pressing portion 421 has a configuration in which a cylindrical pressing body 421b, which is an elastic body made of rubber or synthetic resin, is fixed to the upper end of a metal plate-shaped pressing rod 421a, and the pressing rod 421a is an intermediate portion. Is bent in a crank shape in a side view, and a long hole 421c is formed in the lower part. Further, the upper end portion of the pressing rod 421a is slightly inclined to the back side because the pressing body 421b can effectively press both the windbreak plate H and the roof YY as shown in FIG. This is not only for allowing the front face of the upper portion of the pressing rod 421a to press the windbreak plate H.

破風板屋根地押圧部材42の組付けは、図2、図3、図9に示すようにスタッドボルト42aの後部を破風板屋根地押圧部421の押圧ロッド421aの下部の長孔421cに挿通し、押圧ロッド421aの背面側にてナット42b、ワッシャー42dにて締結し、押圧ロッド421aの正面側にてナット42c、ワッシャー42eにて締結する。したがって、ナット42bかナット42cのいずれかあるいは両方を緩めればスタッドボルト42aは長孔421cを上下に摺動自在となり、ナット42b、ナット42cの両方を締結すれば長孔421cの任意の箇所にてスタッドボルト42aを押圧ロッド421aに対して固着状態にすることができる。 As shown in FIGS. 2, 3, and 9, the windbreak plate roof pressing member 42 is assembled by inserting the rear portion of the stud bolt 42 a into the long hole 421 c below the pressing rod 421 a of the windbreak plate roof pressing portion 421. The nut 42b and the washer 42d are fastened on the back side of the pressing rod 421a, and the nut 42c and the washer 42e are fastened on the front side of the pressing rod 421a. Therefore, if either or both of the nut 42b and the nut 42c are loosened, the stud bolt 42a can slide up and down the long hole 421c, and if both the nut 42b and the nut 42c are fastened, the stud bolt 42a can be placed at any position of the long hole 421c. Thus, the stud bolt 42a can be fixed to the pressing rod 421a.

間隔調整機構43はスタッドボルト41aが背面側から、スタッドボルト42aが正面側から螺入されるターンバックル43aの外側にゴム製あるいは合成樹脂製の弾性体である押圧体43bを被覆させたもので図9に示すとおりに摺動固着機構41、破風板屋根地押圧部材42に組み付けられ、摺動固着機構41、破風板屋根地押圧部材42、間隔調整機構43が全体として躯体押圧部材4となる。   The distance adjusting mechanism 43 is formed by coating a pressing body 43b, which is an elastic body made of rubber or synthetic resin, on the outside of a turnbuckle 43a into which the stud bolt 41a is screwed from the back side and the stud bolt 42a from the front side. As shown in FIG. 9, the sliding fixing mechanism 41 and the windbreak plate roof pressing member 42 are assembled to each other, and the sliding fixing mechanism 41, the windbreak plate roof pressing member 42, and the interval adjusting mechanism 43 become the casing pressing member 4 as a whole. .

次に、軒先型骨組Aの組付構成を説明する(図2〜図9参照)。まず主軸棒体1の上端部の円孔12a、13aにアイボルトR1を挿通してシボリワッシャーR1a(正面側)、シボリワッシャーR1b(背面側)、ナットR1cを用いて固着する。この際、アイボルトR1のリング部分が正面側にくるようにする。   Next, the assembly structure of the eaves-end type frame A will be described (see FIGS. 2 to 9). First, eyebolts R1 are inserted into the circular holes 12a and 13a at the upper end portion of the spindle rod body 1 and fixed using a washer R1a (front side), a washer R1b (rear side), and a nut R1c. At this time, the ring portion of the eyebolt R1 is set to the front side.

次に、主軸棒体1の下端部から樋底面押圧部材2の摺動体21を挿通し、長孔14aの適当な箇所にて主軸棒体1に固着させる。固着の際にはボルト21e、ナット21f、ワッシャー21g、シボリワッシャー21hを用いる(図4a参照)。すなわち、ボルト21eを主軸棒体の左側面に設けられている窓部15aから頭が内側になるように摺動体21内部に入れ、ボルト21eの軸部をワッシャー21g、主軸棒体1の長孔14a、摺動体21の右側面の円孔h1、シボリワッシャー21hに挿通する。この際、摺動体21の左側面21dには窓部W1が設けてあるので(図8b参照)、ボルト21eを摺動体21内部に入れる作業は楽に行える。この状態で摺動体21を上下に摺動させて適切な位置にてナット21fを締めて固着すればよい。   Next, the sliding body 21 of the bottom surface pressing member 2 is inserted from the lower end portion of the main spindle 1 and fixed to the main spindle 1 at an appropriate position of the long hole 14a. At the time of fixing, a bolt 21e, a nut 21f, a washer 21g, and a rigid washer 21h are used (see FIG. 4a). That is, the bolt 21e is inserted into the sliding body 21 so that the head is inward from the window portion 15a provided on the left side surface of the spindle rod body, the shaft portion of the bolt 21e is the washer 21g, and the long hole of the spindle rod body 1 14a, the circular hole h1 on the right side surface of the sliding body 21 and the symbol washer 21h are inserted. At this time, since the window portion W1 is provided on the left side surface 21d of the sliding body 21 (see FIG. 8b), the operation of inserting the bolt 21e into the sliding body 21 can be easily performed. In this state, the sliding body 21 may be slid up and down, and the nut 21f may be fastened and fixed at an appropriate position.

次に、樋底面押圧部材2の樋底面押圧部22の押圧ロッド22aに膜体装着用リングとなるアイボルトR2を螺着する(図2参照)。すなわち、アイボルトR2の軸部をシボリワッシャーR2a(正面側)、押圧ロッド22aの中間部の円孔h2、シボリワッシャーR2b(背面側)に挿通して、ナットR2cを用いて固着する。この際、アイボルトR2のリング部分が正面側にくるようにする。なお、アイボルトR2の螺着は樋底面押圧部材2を主軸棒体1に装着する以前に行っておいてもむろんよい。   Next, an eye bolt R2 serving as a film body mounting ring is screwed onto the pressing rod 22a of the bottom surface pressing portion 22 of the bottom surface pressing member 2 (see FIG. 2). That is, the shaft portion of the eyebolt R2 is inserted into the cylindrical washer R2a (front side), the circular hole h2 in the middle portion of the pressing rod 22a, and the circular washer R2b (back side), and is fixed using the nut R2c. At this time, the ring portion of the eyebolt R2 is set to the front side. Needless to say, the eyebolt R2 may be screwed before the bottom surface pressing member 2 is attached to the spindle rod 1.

次に、主軸棒体1の下端部から樋上辺押圧部材3の摺動体31を挿通し、長孔14aの適当な箇所にて主軸棒体1に固着させる。固着の際にはボルト31e、ナット31f、ワッシャー31g、シボリワッシャー31hを用いる(図4a参照)。すなわち、ボルト31eを主軸棒体の左側面に設けられている窓部15aから頭が内側になるように摺動体31内部に入れ、ボルト31eの軸部をワッシャー31g、主軸棒体1の長孔14a、摺動体31の右側面の円孔h3、シボリワッシャー31hに挿通する。この際、摺動体31の左側面31dには窓部W2が設けてあるので(図8d参照)、ボルト31eを摺動体31内部に入れる作業は楽に行える。この状態で摺動体31を上下に摺動させて適切な位置にてナット31fを締めて固着すればよい。   Next, the sliding body 31 of the heel upper side pressing member 3 is inserted from the lower end portion of the main spindle 1 and fixed to the main spindle 1 at an appropriate position of the long hole 14a. At the time of fixing, a bolt 31e, a nut 31f, a washer 31g, and a strong washer 31h are used (see FIG. 4a). That is, the bolt 31e is inserted into the sliding body 31 so that the head is inward from the window portion 15a provided on the left side surface of the spindle rod body, the shaft portion of the bolt 31e is the washer 31g, and the long hole of the spindle rod body 1 14a, it passes through the circular hole h3 on the right side surface of the sliding body 31 and the symbol washer 31h. At this time, since the window portion W2 is provided on the left side surface 31d of the sliding body 31 (see FIG. 8d), the work of inserting the bolt 31e into the sliding body 31 can be easily performed. In this state, the sliding body 31 is slid up and down, and the nut 31f is fastened and fixed at an appropriate position.

次に、主軸棒体1の下部に躯体押圧部材4を装着する。すなわち、図9に示すように、スタッドボルト41aをナット41b、ナット41c、ワッシャー41d、ワッシャー41eを用いて主軸棒体1の長孔12b、13bの適切な位置に装着固定して摺動固着機構41を組付け、スタッドボルト42aをナット42b、ナット42c、ワッシャー42d、ワッシャー42eを用いて破風板屋根地押圧部材42の破風板屋根地押圧部421の押圧ロッド421aの長孔421cの適切な位置に装着固定して破風板屋根地押圧部材42を組付け、最後に間隔調整機構43のターンバックル43aの背面に摺動固着機構41のスタッドボルト41aを螺入させ、正面に破風板屋根地押圧部材42のスタッドボルト42aを螺入させる。これにて軒先型骨組Aの組付は完了する。あるいは、先にスタッドボルト41a、42aを間隔調整機構43のターンバックル43aに螺入させた後で、摺動固着機構41、破風板屋根地押圧部材42の組付を行ってもよい。 Next, the housing pressing member 4 is attached to the lower part of the spindle rod body 1. That is, as shown in FIG. 9, the stud bolt 41a is mounted and fixed at appropriate positions in the long holes 12b and 13b of the spindle rod body 1 using a nut 41b, a nut 41c, a washer 41d, and a washer 41e, and a sliding fixing mechanism. 41 and the stud bolt 42a using the nut 42b, nut 42c, washer 42d, and washer 42e, an appropriate position of the long hole 421c of the pressing rod 421a of the windbreak plate roofing area pressing portion 421 of the windbreak plate roofing area pressing member 42 The windbreak plate roof pressure member 42 is assembled and fixed, and finally the stud bolt 41a of the sliding fixing mechanism 41 is screwed into the back surface of the turn buckle 43a of the distance adjustment mechanism 43, and the windbreak plate roof pressure is pressed to the front. The stud bolt 42a of the member 42 is screwed. This completes the assembly of the eaves-type frame A. Alternatively, after the stud bolts 41 a and 42 a are first screwed into the turnbuckle 43 a of the distance adjusting mechanism 43, the sliding fixing mechanism 41 and the windbreak plate roofing land pressing member 42 may be assembled.

なお、この段階にては、樋底面押圧部材2の摺動体21の主軸棒体1に対する位置、樋上辺押圧部材3の摺動体31の主軸棒体1に対する上下位置、躯体押圧部材4の主軸棒体1に対する上下位置、破風板屋根地押圧部421のスタッドボルト42aに対する上下位置、そして破風板屋根地押圧部421と主軸棒体1の間隔は適当でよい。これらは次に述べる家屋の軒先側Nへの取付の段階において適宜調整されるものである。 At this stage, the position of the bottom surface pressing member 2 with respect to the main shaft rod body 1 of the sliding body 21, the vertical position of the sliding body 31 with respect to the main shaft rod body 1 of the upper surface pressing member 3, and the main shaft rod of the housing pressing member 4 The vertical position with respect to the body 1, the vertical position with respect to the stud bolt 42 a of the windbreak plate roof pressing portion 421, and the interval between the windbreak plate roof pressing portion 421 and the spindle rod body 1 may be appropriate. These are appropriately adjusted at the stage of attachment to the eaves side N of the house described below.

<軒先型骨組の作用>
次に、軒先型骨組Aの作用を図面を参照しながら詳細に説明する。軒先型骨組Aは図1aに示すような状態で家屋の屋根の軒先側Nに装着される。またこの際には、図20に示すように、主軸棒体1が垂直、すなわち水平線HLに対して直角になるように装着するものである。なお、図20において、Mは膜体、Wは安全索である。安全索Wは、図20の例においては、軒先型骨組Aの一つおきに設けられ、棟に固定された専用の固定金具Wsに固定されている。
<Action of eaves-type frame>
Next, the operation of the eaves-type frame A will be described in detail with reference to the drawings. The eaves-type frame A is attached to the eaves-end side N of the roof of the house in the state shown in FIG. 1a. At this time, as shown in FIG. 20, the spindle rod 1 is mounted so as to be vertical, that is, at right angles to the horizontal line HL. In FIG. 20, M is a film body and W is a safety cord. In the example of FIG. 20, the safety cord W is provided every other eaves-type frame A, and is fixed to a dedicated fixing bracket Ws fixed to the ridge.

また、軒先型骨組Aの間隔D1は基本的に任意でよいが、凡そ60cm〜120cm程度の間隔が適切であろうと考えられる。間隔があまりに長くなると、間に張設される膜体Mが弛むおそれがあるし、間隔が短かすぎると軒先型骨組Aの必要本数が多くなりすぎて設置に手間がかかり且つ費用も嵩むことになる。なお、設置箇所は、樋Gの受具(図1aのGs)がある場所の近傍が望ましい。すなわち、受具Gsは家屋の躯体に固着されているので、受具Gsの近傍に軒先型骨組Aを設けるのは、強度的に最も望ましい。   In addition, the interval D1 between the eaves-type frames A may be basically arbitrary, but it is considered that an interval of about 60 cm to 120 cm is appropriate. If the interval is too long, the membrane M stretched between them may be loosened, and if the interval is too short, the required number of eaves-type frames A becomes too large, and installation takes time and costs increase. become. In addition, as for an installation location, the vicinity of the place with the holder of the ridge G (Gs of FIG. 1a) is desirable. That is, since the receiver Gs is fixed to the housing of the house, it is most desirable in terms of strength to provide the eaves-type frame A in the vicinity of the receiver Gs.

すべての軒先型骨組Aが装着し終わったら、アイボルトR1、R2を利用して膜体Mを張設する。張設方法は従来技術であるので説明は省略する。なお、膜体Mは、塵埃や洗浄水の飛沫の飛散を効果的に防ぐためには塩化ビニールシートなど塵埃や水を通さない材質のものが望ましいが、この他にも目的に応じてさまざまな材質のものを用いることができるものであることはいうまでもない。 When all the eaves-type frames A are attached, the membrane body M is stretched using the eyebolts R1 and R2. Since the tensioning method is a conventional technique, description thereof is omitted. The film body M is preferably made of a material that does not allow the passage of dust or water, such as a vinyl chloride sheet, in order to effectively prevent the scattering of dust and splashes of washing water, but there are various other materials depending on the purpose. Needless to say, it can be used.

図10には、軒先型骨組Aと家屋の躯体との間に働く力学的関係を示す。図10にて、家屋の躯体部分については、Hが破風板、Tが垂木である。また、YJは垂木Tに固着されている屋根地、K1はカラクサと呼ばれる軒先防水用の金物、Yは屋根材である。この図では、屋根材Yは平板状の素材を用いているが、曲線状の屋根瓦を用いた場合でも基本的には違いは生じない。なお、図1aの軒先型骨組Aは、主軸棒体1のアイボルトR1に安全索Wを架けた状態を示している。安全索Wの他端は図示しないが、屋根の躯体(垂木など)に打ち込まれて固定されるので、この構成も安定性を高める大きな要素として働いている。 FIG. 10 shows the mechanical relationship between the eaves-type frame A and the house frame. In FIG. 10, H is a windbreak board and T is a rafter about the housing | casing part of a house. YJ is a roof fixed to the rafter T, K1 is a hardware for waterproofing the eaves called karaksa, and Y is a roofing material. In this figure, the roofing material Y is a flat material, but basically no difference occurs even when a curved roof tile is used. The eaves-type frame A in FIG. 1 a shows a state where the safety cable W is hung on the eyebolt R <b> 1 of the spindle rod 1. Although the other end of the safety cable W is not shown, it is driven into a roof frame (such as a rafter) and fixed, so this configuration also works as a major element for improving stability.

膜体Mに風が吹き付けたりすると、その力は主軸棒体1に働く。まず、主軸棒体1を外側に倒すような力Xが働いた場合を考えてみると、力Xは軒先型骨組Aを全体として図10にて時計回りに回転させようとするモーメント力となるが、この際、破風板屋根地押圧部材42の破風板屋根地押圧部421の押圧ロッド421aの上端部の破風板Hに当接している部分においては、押圧ロッド421aを破風板Hにさらに押圧する力X1が働く。また、押圧体421bにおいては、押圧体421bを破風板Hに押圧させようとする力X2と屋根地YJに押圧させようとする力X3が働く。   When wind blows on the film body M, the force acts on the spindle rod body 1. First, consider the case where a force X that causes the spindle rod body 1 to tilt outward is applied. The force X is a moment force that attempts to rotate the eaves-type frame A clockwise as a whole in FIG. At this time, however, the pressure rod 421a is further pressed against the windbreak plate H at the portion of the windbreak plate roof pressing portion 421 of the windbreak plate roof pressure pressing portion 42 that is in contact with the windbreak plate H at the upper end of the pressing rod 421a. Force X1 to work. Further, in the pressing body 421b, a force X2 for pressing the pressing body 421b against the windbreak plate H and a force X3 for pressing the roof YY are applied.

さらに、間隔調整機構43の押圧体43bは樋Gの底面の裏面に当接しているが、ここに、押圧体43bをさらに強く樋Gの底面の裏面に押圧させる力X4が働く。以上の力X1〜X4はすべて軒先型骨組Aをさらに強く家屋の躯体(破風板Hと屋根地YJ)と樋Tに固着させようとする力として働く結果、主軸棒体1に働く力Xによって、軒先型骨組Aはさらに強く家屋の軒先側Nに固着させられることとなる。 Furthermore, although the pressing body 43b of the space | interval adjustment mechanism 43 is contact | abutting to the back surface of the bottom face of the collar G, the force X4 which presses the pressing body 43b more strongly to the back surface of the bottom face of the collar G acts. The above-mentioned forces X1 to X4 all work as a force to firmly fix the eaves-type frame A to the house frame (breaking plate H and roof YY) and the fence T, and as a result, the force X acting on the main shaft 1 The eaves-type frame A is more firmly fixed to the eaves side N of the house.

次に、主軸棒体1を内側に倒すような力AXが働いた場合を考えてみると、力AXは軒先型骨組Aを全体として図10にて反時計回りに回転させようとするモーメント力となるが、この際、主軸棒体1の正面12は樋Gの背面側に当接した状態であるので、樋Gの当接部分から力AXを打ち消す方向の反作用の力AX1を受け、主軸棒体1は力AX1によってさらに樋Gに押圧される。また、樋底面押圧部22の押圧体22bが樋Gの底面を押圧している状態であるので、力AXが働くことにより押圧体22bは樋Gの底面から力AX2を受け、押圧体22bが樋Gの底面を押圧している状態はさらに強固なものとなる。   Next, considering a case where a force AX that causes the spindle rod body 1 to be tilted inward is applied, the force AX is a moment force that attempts to rotate the eaves-type frame A as a whole counterclockwise in FIG. However, at this time, since the front surface 12 of the spindle rod 1 is in contact with the back side of the rod G, the reaction force AX1 in the direction to cancel the force AX is received from the contact portion of the rod G, and the spindle The rod 1 is further pressed against the collar G by the force AX1. Further, since the pressing body 22b of the heel bottom surface pressing portion 22 presses the bottom surface of the heel G, the pressing body 22b receives the force AX2 from the bottom surface of the heel G by the action of the force AX. The state where the bottom surface of the ridge G is pressed becomes even stronger.

同様に、樋上辺押圧部32の押圧体32bが樋Gの上辺を押圧している状態であるので、力AXが働くことにより押圧体32bは樋Gの上辺から力AX3を受け、押圧体32bが樋Gの上辺を押圧している状態はさらに強固なものとなる。加えて、破風板屋根地押圧部材42の破風板屋根地押圧部421の押圧ロッド421aの上端部の破風板Hに当接している部分においては、押圧ロッド421aを破風板Hにさらに押圧する力AX4が働く。また、押圧体421bにおいては、押圧体421bを破風板Hに押圧させようとする力AX5がさらに強められる。以上の力AX1〜AX5はすべて軒先型骨組Aをさらに強く家屋の躯体(破風板H)と樋Gに固着させようとする力として働く結果、主軸棒体1に働く力AXによって、軒先型骨組Aはさらに強く家屋の軒先側Nに固着させられることとなる。 Similarly, since the pressing body 32b of the heel upper side pressing portion 32 presses the upper side of the heel G, the pressing body 32b receives the force AX3 from the upper side of the heel G by the force AX, and the pressing body 32b. The state where the upper side of the heel G is pressed is further strengthened. In addition, in the part which has contacted with the windbreak board H of the upper end part of the press rod 421a of the windbreak board roof press part 421 of the windbreak plate roof pressing part 42, the force which further presses the press rod 421a to the windbreak board H AX4 works. Further, in the pressing body 421b, the force AX5 that tries to press the pressing body 421b against the windbreak plate H is further strengthened. The above forces AX1 to AX5 all work as a force to fix the eaves-type frame A more strongly to the house frame (breaker plate H) and the eaves G, and as a result, the force AX acting on the spindle rod 1 causes the eaves-type frame A is more strongly fixed to the eaves side N of the house.

<ケラバ型骨組の構成>
ケラバ型骨組B(図1b)は、膜体装着用リングとなるアイボルトR3を有する主軸棒体5と、主軸棒体5に摺動自在且つ固着自在に装着されるケラバ材押圧部材6と、主軸棒体5に摺動自在且つ固着自在に装着される躯体押圧部材7から構成されている。図1bのケラバ型骨組Aは、主軸棒体5のアイボルトR3に安全索Wを架けた状態を示している。安全索Wの他端は図示しないが、屋根の躯体(垂木など)に打ち込まれて固定される。あるいは、専用の固定金具Ws(図20参照)を用いて棟等に固定する。なお、躯体(垂木など)に打ち込んで固定した場合には、その箇所を、後に雨漏り等のないように完全に補修するものであることはいうまでもない。
<Configuration of keraba type frame>
The keraba type frame B (FIG. 1b) includes a main shaft bar body 5 having an eyebolt R3 serving as a film body mounting ring, a keraba material pressing member 6 slidably and fixedly mounted on the main shaft bar body 5, and a main shaft. A rod pressing member 7 is slidably and firmly attached to the rod 5. The keraba frame A in FIG. 1 b shows a state in which a safety cord W is hung on the eyebolt R 3 of the main spindle 5. The other end of the safety cable W is not shown, but is fixed by being driven into a roof frame (such as a rafter). Alternatively, it is fixed to a ridge or the like using a dedicated fixing bracket Ws (see FIG. 20). Needless to say, when it is fixed to a frame (such as a rafter), the part is completely repaired so that there will be no leakage later.

ケラバ型骨組Bの主軸棒体5は、図16に示すように、金属製の角柱状の本体51の正面52と背面53の上部の同位置に夫々円孔52a、53aを有し、中間部においては右側面54に長孔54aが穿設され、左側面55は右側面54の長孔54aと同じ延長を有する窓部55aとされている。さらに下部には正面52と背面53に夫々同じ長さの長孔52b、53bを有している。なお、上面56と下面57は開放面となっている。 As shown in FIG. 16, the spindle rod body 5 of the keraba frame B has circular holes 52a and 53a at the same positions on the front surface 52 and the upper surface of the back surface 53 of the metal prismatic body 51, respectively. In FIG. 4, a long hole 54a is formed in the right side surface 54, and the left side surface 55 is a window portion 55a having the same extension as the long hole 54a in the right side surface 54. Furthermore, long holes 52b and 53b having the same length are provided on the front surface 52 and the back surface 53, respectively. The upper surface 56 and the lower surface 57 are open surfaces.

ケラバ型骨組Bの主軸棒体5の中間部の上部には、図11〜図15に示すようにケラバ材押圧部材6が摺動自在且つ固着自在に装着されている。ケラバ材押圧部材6は図17に示すように、角柱状の摺動固着機構61と、摺動固着機構61から水平方向に一体として突設される角柱状の水平腕62、図18に示すように、水平腕62にさらに摺動自在且つ固着自在に装着されるケラバ材押圧部63から構成されている。 As shown in FIGS. 11 to 15, a keraba material pressing member 6 is slidably and firmly attached to an upper portion of the intermediate portion of the main shaft rod body 5 of the keraba frame B. As shown in FIG. 17, the keraba material pressing member 6 includes a prismatic sliding fixing mechanism 61, a prismatic horizontal arm 62 protruding integrally from the sliding fixing mechanism 61 in the horizontal direction, and as shown in FIG. The keraba material pressing portion 63 is further slidably and fixedly attached to the horizontal arm 62.

摺動固着機構61は金属製で、図17に示すように後述の水平腕62と一体に形成されている。摺動固着機構61は正面61a、背面61b、右側面61c、左側面61dを有しており、上面と下面は開放面となっている。右側面61cには円孔h4が穿設され、左側面61dは右側面61cより高さが低く、左側面61dの上部は欠損され窓部W3となっている。右側面61cは水平腕62の右側面62cに一体として連続され、左側面61dは水平腕62の左側面62dに一体として連続されている。 The sliding fixing mechanism 61 is made of metal and is integrally formed with a horizontal arm 62 described later as shown in FIG. The sliding fixing mechanism 61 has a front surface 61a, a back surface 61b, a right side surface 61c, and a left side surface 61d, and the upper surface and the lower surface are open surfaces. A circular hole h4 is formed in the right side surface 61c, the left side surface 61d is lower in height than the right side surface 61c, and the upper part of the left side surface 61d is cut off to form a window portion W3. The right side surface 61 c is continuous with the right side surface 62 c of the horizontal arm 62, and the left side surface 61 d is continuous with the left side surface 62 d of the horizontal arm 62.

水平腕62は角柱状の金属製で、図17に示すように前述の摺動固着機構61と一体に形成されている。上面62a、下面62b、右側面62c、左側面62dを有しており、正面と背面は開放面となっている。右側面62cに長孔62eが穿設され、左側面62cには右側面62cの長孔62eと同じ延長を有する窓部62fが設けられている。   The horizontal arm 62 is made of a prismatic metal, and is formed integrally with the above-described sliding fixing mechanism 61 as shown in FIG. It has an upper surface 62a, a lower surface 62b, a right side surface 62c, and a left side surface 62d, and the front and back surfaces are open surfaces. A long hole 62e is formed in the right side surface 62c, and a window portion 62f having the same extension as the long hole 62e in the right side surface 62c is provided in the left side surface 62c.

水平腕62にはケラバ材押圧部63が摺動自在且つ固着自在に装着されている。ケラバ材押圧部63は、水平腕62に摺動自在且つ固着自在に装着される部分が金属製の直方体状で、上面63a、下面63b、右側面63c、左側面63dを有しており、正面と背面は開放面となっている。右側面63cには円孔h5が穿設され、上面63aには、アイボルト支持板631が、下面63bにはケラバ材押圧体632が夫々固着されている。固着方法は、実施例1においては溶着をもって行っているが、これは螺着等の他の方法でもよい。すなわち、ケラバ材押圧部63とアイボルト支持板631が、あるいはケラバ材押圧部63とケラバ材押圧体632が一体として固着できる方法であればいかなる方法を用いても自由である。   A keraba material pressing portion 63 is slidably and firmly attached to the horizontal arm 62. The keraba material pressing portion 63 is a metal rectangular parallelepiped portion that is slidably and fixedly attached to the horizontal arm 62, and has an upper surface 63a, a lower surface 63b, a right side surface 63c, and a left side surface 63d. And the back is an open surface. A circular hole h5 is formed in the right side surface 63c, an eyebolt support plate 631 is fixed to the upper surface 63a, and a keraba material pressing body 632 is fixed to the lower surface 63b. The fixing method is performed by welding in the first embodiment, but other methods such as screwing may be used. That is, any method may be used as long as the keraba material pressing portion 63 and the eyebolt support plate 631 or the keraba material pressing portion 63 and the keraba material pressing body 632 can be fixed together.

アイボルト支持板631には膜体装着用リングとなるアイボルトR4が固着されている。すなわち、アイボルト支持板631には円孔631aが穿設されており(図11参照)、アイボルトR4の軸部を、シボリワッシャーR4a、円孔631a、シボリワッシャーR4bに挿通し、ナットR4cにて締結することによってアイボルトR4が固着されている。アイボルト支持板631は側面視が「く」字状の板状で、上部にアイボルトR4が固着され、下部がケラバ材押圧部63の上面63aに固着されている。   An eyebolt R4 serving as a film body mounting ring is fixed to the eyebolt support plate 631. That is, the eyebolt support plate 631 is formed with a circular hole 631a (see FIG. 11), and the shaft portion of the eyebolt R4 is inserted into the symbol washer R4a, the circle hole 631a and the symbol washer R4b, and fastened with the nut R4c. By doing so, the eyebolt R4 is fixed. The eyebolt support plate 631 has a plate-like shape when viewed from the side. The eyebolt R4 is fixed to the upper portion, and the lower portion is fixed to the upper surface 63a of the keraba material pressing portion 63.

ケラバ材押圧体632は側面視がU字状(Uを水平に倒した形)の板状の押圧ロッド632aの先端部にゴム製あるいは合成樹脂製の弾性体である円筒形状の押圧体632bを固着させた構成で、押圧ロッド632aの上面がケラバ材押圧部63の下面63bに固着されている。以上の構成により、ケラバ材押圧部63が水平腕62に対して摺動すれば、アイボルト支持板631とケラバ材押圧体632も同様に摺動することとなる。したがって、ケラバ材押圧体632の押圧体632bも同様に摺動する。   The keraba material pressing body 632 has a cylindrical pressing body 632b, which is an elastic body made of rubber or synthetic resin, at the tip of a plate-shaped pressing rod 632a whose side view is U-shaped (a shape in which U is tilted horizontally). With the fixed structure, the upper surface of the pressing rod 632 a is fixed to the lower surface 63 b of the keraba material pressing portion 63. With the above configuration, if the keraba material pressing portion 63 slides with respect to the horizontal arm 62, the eyebolt support plate 631 and the keraba material pressing body 632 also slide in the same manner. Therefore, the pressing body 632b of the keraba material pressing body 632 slides similarly.

躯体押圧部材7は、図1b、図11〜図15に見るように、主軸棒体1の下部に摺動自在且つ固着自在に装着される摺動固着機構71と、家屋の躯体である破風板Hを押圧する破風板押圧部72と家屋の躯体である屋根地YJを押圧する屋根地押圧部73から構成されている。なお、図1bにおいてTは垂木、K2はケラバ材、Yは屋根材である。屋根材Yは、実施例1においては最近の家屋の屋根に多用される平板状の屋根材を用いているが、以前の家屋に多用された曲線を有する屋根瓦(図示せず)を用いても基本的には変わらない。ただ、曲線を有する屋根瓦の場合には、図1bにおけるケラバ材K2はケラバ瓦(図示せず)となるので、前述のケラバ材押圧部材6の構成を適合する形状に変更する必要がある。 As shown in FIGS. 1 b and 11 to 15, the casing pressing member 7 includes a sliding fixing mechanism 71 that is slidably and fixedly attached to the lower part of the spindle rod body 1, and a windbreak plate that is a casing of the house. A windbreak plate pressing portion 72 that presses H and a roof press portion 73 that presses a roof YJ that is a housing of the house. In FIG. 1b, T is a rafter, K2 is a keraba material, and Y is a roof material. In the first embodiment, the roof material Y is a flat roof material frequently used for the roof of a recent house, but a roof tile (not shown) having a curve frequently used for a previous house is used. But basically it does not change. However, in the case of a roof tile having a curve, the keraba material K2 in FIG. 1b becomes a keraba tile (not shown), so the configuration of the above-described keraba material pressing member 6 needs to be changed to a suitable shape.

摺動固着機構71は、ボルト7a、ナット71a、ナット71b、ワッシャー71c、ワッシャー71dから構成されている。すなわち、図18dに示すようにボルト7aの後端部が主軸棒体5の下端部にて長孔52b、ナット71a、ワッシャー71c、長孔53b、ワッシャー71d、ナット71bの順に挿通され、ナット71a、71bが長孔53bの任意の位置にて締結されることによって、主軸棒体5の下端部の任意の位置にて固着される。 The sliding fixing mechanism 71 includes a bolt 7a, a nut 71a, a nut 71b, a washer 71c, and a washer 71d. That is, as shown in FIG. 18d, the rear end portion of the bolt 7a is inserted at the lower end portion of the spindle rod body 5 in the order of the long hole 52b, the nut 71a, the washer 71c, the long hole 53b, the washer 71d, and the nut 71b. , 71b are fastened at an arbitrary position of the long hole 53b, thereby being fixed at an arbitrary position of the lower end portion of the spindle rod body 5.

固着位置を変える場合には、ナット71a、71bのいずれかあるいは両方を緩めてボルト7aを長孔52b、53bに沿って摺動させ、適切な位置にて再びナット71a、71bを締結固着すればよい。また、ナット71a、71bの両方を緩めてボルト7aの長軸方向におけるボルト7aに対するナット71a、71bの固着位置を変えることにより、摺動固着機構71と後述の破風板押圧部72との間の距離を調節することもできる。 To change the fixing position, loosen one or both of the nuts 71a and 71b, slide the bolt 7a along the long holes 52b and 53b, and fasten and fix the nuts 71a and 71b again at appropriate positions. Good. Further, by loosening both the nuts 71a and 71b and changing the fixing position of the nuts 71a and 71b with respect to the bolt 7a in the major axis direction of the bolt 7a, between the sliding fixing mechanism 71 and a windbreak plate pressing portion 72 described later. You can also adjust the distance.

破風板押圧部72は、ボルト7aの頭部(正面側)に固着された金属製の円盤状の支持体721と支持体721の正面に固着された同じく円盤状の押圧体722から構成されている。押圧体722はゴム製あるいは合成樹脂製の弾性体で、正面側の辺縁部に角丸が設けられている。   The baffle plate pressing portion 72 is composed of a metal disk-shaped support body 721 fixed to the head (front side) of the bolt 7 a and a disk-shaped pressing body 722 fixed to the front surface of the support body 721. Yes. The pressing body 722 is an elastic body made of rubber or synthetic resin, and is provided with rounded corners on the front edge.

屋根地押圧体73は板状の押圧ロッド731の上端部に円筒形状の押圧体732が固着された構成で、押圧ロッド731は金属製であり、押圧体732はゴム製あるいは合成樹脂製の弾性体である。押圧ロッド731は垂直方向に長孔731aが穿設されており、長孔731aにはボルト7aが挿通され、正面側からナット73aとワッシャー73cにて、背面側からナット73bとワッシャー73dにて長孔731aに固着されている。ナット73aとナット73bのいずれか一方、あるいは両方を緩めればボルト7aは長孔731a内を摺動可能となるので、適切な位置まで摺動させ、ナット73aとナット73bを締結させればその位置にて固着される。これにより、屋根地押圧体73の上下動と任意の位置における固着が可能となる。   The roof pressing body 73 has a structure in which a cylindrical pressing body 732 is fixed to an upper end portion of a plate-shaped pressing rod 731. The pressing rod 731 is made of metal, and the pressing body 732 is an elastic made of rubber or synthetic resin. Is the body. The pressing rod 731 is provided with a long hole 731a in the vertical direction, and a bolt 7a is inserted into the long hole 731a. The long hole 731a is long with a nut 73a and a washer 73c from the front side, and long with a nut 73b and a washer 73d from the back side. It is fixed to the hole 731a. If one or both of the nut 73a and the nut 73b are loosened, the bolt 7a can slide in the long hole 731a. If the nut 73a and the nut 73b are fastened, the bolt 7a can slide. Secured in position. Thereby, the up-and-down movement of the roofing press body 73 and the fixation in arbitrary positions are attained.

次に、ケラバ型骨組Bの組付構成を説明する。まず主軸棒体5の上端部の円孔52a、53aにアイボルトR3を挿通してシボリワッシャーR3a(正面側)、シボリワッシャーR3b(背面側)、ナットR3cを用いて固着する。この際、アイボルトR1のリング部分が正面側にくるようにする。アイボルトR1は膜体Mの装着及び安全索Wの装着に用いられる。   Next, the assembly structure of the keraba frame B will be described. First, the eyebolt R3 is inserted into the circular holes 52a and 53a at the upper end portion of the spindle rod body 5, and fixed using the symbol washer R3a (front side), the symbol washer R3b (rear side), and the nut R3c. At this time, the ring portion of the eyebolt R1 is set to the front side. The eyebolt R1 is used for mounting the membrane body M and mounting the safety cord W.

次に、主軸棒体5の下端部からケラバ材押圧部材6の摺動固着機構61を挿通し、長孔54aの適当な箇所にて主軸棒体5に固着させる。固着の際にはボルト61e、ナット61f、ワッシャー61g、シボリワッシャー61hを用いる(図13a参照)。すなわち、ボルト61eを主軸棒体5の左側面55に設けられている窓部55aから頭が内側になるように摺動固着機構61内部に入れ、ボルト61eの軸部をワッシャー61g、主軸棒体5の長孔54a、摺動固着機構61の右側面61cの円孔h4、シボリワッシャー61hに挿通する。この際、摺動固着機構61の左側面61dには窓部W3が設けてあるので、ボルト61eを摺動固着機構61内部に入れる作業は楽に行える。この状態で摺動固着機構61を上下に摺動させて適切な位置にてナット61fを締めて固着すればよい。   Next, the sliding fixing mechanism 61 of the keraba material pressing member 6 is inserted from the lower end portion of the main shaft bar body 5 and fixed to the main shaft bar body 5 at an appropriate position of the long hole 54a. At the time of fixing, a bolt 61e, a nut 61f, a washer 61g, and a washer 61h are used (see FIG. 13a). That is, the bolt 61e is inserted into the sliding fixing mechanism 61 so that the head is inward from the window portion 55a provided on the left side surface 55 of the spindle rod body 5, and the shaft portion of the bolt 61e is the washer 61g and the spindle rod body. 5 is inserted through the long hole 54a, the circular hole h4 on the right side surface 61c of the sliding fixing mechanism 61, and the shiver washer 61h. At this time, since the window W3 is provided on the left side surface 61d of the sliding fixing mechanism 61, the work of inserting the bolt 61e into the sliding fixing mechanism 61 can be easily performed. In this state, the sliding fixing mechanism 61 is slid up and down, and the nut 61f is fastened and fixed at an appropriate position.

次に、ケラバ材押圧部材6の水平腕62の正面からケラバ材押圧部63を挿通し、水平腕62の右側面62cの長孔62eの適当な箇所にて水平腕62に固着させる。固着の際にはボルト63e、ナット63f、ワッシャー63g、シボリワッシャー63hを用いる(図18b参照)。すなわち、ボルト63eを水平腕62の左側面62dに設けられている窓部62f(図17e参照)から頭が内側になるようにケラバ材押圧部63内部に入れ、ボルト63eの軸部をワッシャー63g、水平腕62の左側面62cの長孔62e、ケラバ材押圧部63の右側面63cの円孔h5、シボリワッシャー63hに挿通する。この状態でケラバ材押圧部63を前後に摺動させて適切な位置にてナット63fを締めて固着すればよい。   Next, the keraba material pressing portion 63 is inserted from the front of the horizontal arm 62 of the keraba material pressing member 6 and fixed to the horizontal arm 62 at an appropriate position of the long hole 62e of the right side surface 62c of the horizontal arm 62. At the time of fixing, a bolt 63e, a nut 63f, a washer 63g, and a rigid washer 63h are used (see FIG. 18b). That is, the bolt 63e is inserted into the keraba material pressing portion 63 so that the head is inward from a window portion 62f (see FIG. 17e) provided on the left side surface 62d of the horizontal arm 62, and the shaft portion of the bolt 63e is attached to the washer 63g. Then, the long hole 62e in the left side surface 62c of the horizontal arm 62, the circular hole h5 in the right side surface 63c of the keraba material pressing portion 63, and the pivot washer 63h are inserted. In this state, the keraba material pressing portion 63 may be slid back and forth, and the nut 63f may be tightened and fixed at an appropriate position.

次に、主軸棒体5の下部に躯体押圧部材7を装着する。すなわち、図18cに示すように、破風板押圧部72が頭部に固着された状態のボルト7aをナット73a、ナット73b、ワッシャー73c、ワッシャー73dを用いて屋根地押圧部73の押圧ロッド731の長孔731aの適切な位置に装着固定し、さらにボルト7aの後端部を主軸棒体5の下端部の長孔52b、ナット71a、ワッシャー71c、長孔53b、ワッシャー71d、ナット71bに挿通してナット71a、71bを締結し、ボルト7aを主軸棒体5の下端部の適切な位置に固着する。これにてケラバ型骨組Bの組付は完了する。 Next, the housing pressing member 7 is attached to the lower part of the spindle rod body 5. That is, as shown in FIG. 18c, the bolt 7a in a state where the windbreak plate pressing portion 72 is fixed to the head is used for the pressing rod 731 of the roof pressing portion 73 using the nut 73a, the nut 73b, the washer 73c, and the washer 73d. The bolt 7a is inserted and fixed at an appropriate position in the long hole 731a, and the rear end of the bolt 7a is inserted into the long hole 52b, nut 71a, washer 71c, long hole 53b, washer 71d, and nut 71b at the lower end of the spindle body 5. Then, the nuts 71a and 71b are fastened, and the bolt 7a is fixed to an appropriate position of the lower end portion of the spindle rod body 5. This completes the assembly of the Keraba frame B.

なお、この段階にては、ケラバ押圧部材6の摺動固着機構61の主軸棒体5に対する上下位置、ケラバ押圧部63の水平腕62に対する水平位置、躯体押圧部材7の主軸棒体5に対する上下位置、破風板押圧部72と摺動固着機構71の間の間隔、屋根地押圧部73の押圧体732の高さ(屋根地押圧部73のボルト7aに対する上下位置)は適当でよい。これらは次に述べる家屋のケラバ側Kへの取付の段階において適宜調整されるものである。 At this stage, the vertical position of the sliding fixing mechanism 61 of the keraba pressing member 6 with respect to the main shaft rod body 5, the horizontal position of the keraba pressing portion 63 with respect to the horizontal arm 62, and the vertical position of the housing pressing member 7 with respect to the main shaft rod body 5. The position, the gap between the windbreak plate pressing part 72 and the sliding fixing mechanism 71, and the height of the pressing body 732 of the roofing area pressing part 73 (the vertical position of the roofing pressing part 73 with respect to the bolt 7a) may be appropriate. These are appropriately adjusted at the stage of attachment to the keraba side K of the house described below.

<ケラバ型骨組の作用>
次に、ケラバ型骨組Bの作用を図面を参照しながら詳細に説明する。ケラバ型骨組Bは図1bに示すような状態で家屋の屋根のケラバ側Kに装着される。またこの際には、図20に示すように、主軸棒体5が屋根勾配YLに対して直角になるように装着するものである。なお、図20においてMは膜体、Wは安全索である。ケラバ型骨組Bにおいては、安全索Wは軒先型骨組Aの安全索Wに固定される。
<Action of keraba type frame>
Next, the operation of the keraba frame B will be described in detail with reference to the drawings. The keraba frame B is attached to the keraba side K of the roof of the house in a state as shown in FIG. 1b. Further, at this time, as shown in FIG. 20, the spindle rod body 5 is mounted so as to be perpendicular to the roof gradient YL. In FIG. 20, M is a film body and W is a safety cord. In the keraba type frame B, the safety cord W is fixed to the safety cord W of the eaves type frame A.

また、ケラバ型骨組Bの間隔D2は基本的に任意でよいが、軒先型骨組Aと同様凡そ60cm〜120cm程度の間隔が適切であろうと考えられる。間隔があまりに長くなると、間に張設される膜体Mが弛むおそれがあるし、間隔が短かすぎるとケラバ型骨組Bの必要本数が多くなりすぎて設置に手間がかかり且つ費用も嵩むことになる。   Further, the interval D2 of the keraba frame B may be basically arbitrary, but it is considered that an interval of about 60 cm to 120 cm is appropriate as with the eaves frame A. If the interval is too long, the membrane M stretched between them may be loosened, and if the interval is too short, the required number of keraba type frames B becomes too large, which takes time for installation and increases costs. become.

すべてのケラバ型骨組Bを装着し終わったら、アイボルトR3、R4を利用して膜体Mを張設する。張設方法は従来技術であるので説明は省略する。なお、膜体Mは、軒先型骨組Aの項でも述べたように、塵埃や洗浄水の飛沫の飛散を効果的に防ぐためには塩化ビニールシートなど塵埃や水を通さない材質のものが望ましいが、この他にも目的に応じてさまざまな材質のものを用いることができるものであることはいうまでもない。 When all the keraba frames B are mounted, the membrane body M is stretched using eyebolts R3 and R4. Since the tensioning method is a conventional technique, description thereof is omitted. In addition, as described in the section of the eaves-type frame A, the film body M is preferably made of a material that does not allow dust and water to pass, such as a vinyl chloride sheet, in order to effectively prevent scattering of dust and splashing water. Of course, various materials can be used depending on the purpose.

図19には、ケラバ型骨組Bと家屋の躯体との間に働く力学的関係を示す。図19にて、家屋の躯体部分については、Hが破風板、Tが垂木である。また、YJは垂木Tに固着されている屋根地、K2はケラバ金物とも呼ばれる防水用のケラバ材、Yは屋根材である。この図では、屋根材Yは平板状の素材を用いているが、曲線状の屋根瓦を用いた場合でも基本的には同要領である。なお、図1bのケラバ型骨組Bは、主軸棒体5のアイボルトR3に安全索Wを架けた状態を示している。安全索Wの他端は図示しないが、屋根の躯体(垂木など)に打ち込まれて固定される、あるいは図20のように軒先型骨組Aの安全索Wに固定されるので、この構成も安定性を高める大きな要素として働いている。 FIG. 19 shows the mechanical relationship between the keraba frame B and the house frame. In FIG. 19, H is a windbreak board and T is a rafter about the housing part of a house. YJ is a roof fixed to the rafter T, K2 is a waterproof keraba material also called a keraba hardware, and Y is a roof material. In this figure, the roofing material Y uses a flat plate material, but even when a curved roof tile is used, the procedure is basically the same. Note that the keraba frame B in FIG. 1b shows a state in which a safety cable W is hung on the eyebolt R3 of the spindle rod body 5. Although the other end of the safety cable W is not shown, it is fixed by being driven into a roof frame (such as a rafter) or fixed to the safety cable W of the eaves-type frame A as shown in FIG. It works as a big factor to improve the sex

膜体Mに風が吹き付けたりすると、その力は主軸棒体5に働く。まず、主軸棒体5を外側に倒すような力Zが働いた場合を考えてみると、力Zはケラバ型骨組Bを全体として図19にて時計回りに回転させようとするモーメント力となるが、この際、ケラバ材押圧部材6のケラバ材押圧部63の押圧体632bのケラバ材K2に当接している部分においては、押圧体632bをケラバ材K2にさらに押圧する力Z1が働く。また、破風板押圧部72においては、押圧体722を破風板Hにさらに押圧させようとする力Z2が働く。   When wind blows on the film body M, the force acts on the spindle rod body 5. First, considering the case where a force Z that causes the spindle rod body 5 to tilt outward is applied, the force Z is a moment force that attempts to rotate the keraba frame B in a clockwise direction in FIG. However, at this time, a force Z1 that further presses the pressing body 632b against the keraba material K2 is applied to a portion of the pressing body 632b of the keraba material pressing member 63 that is in contact with the keraba material K2. Further, in the windbreak plate pressing portion 72, a force Z2 for further pressing the pressing body 722 against the windbreak plate H is applied.

さらに、屋根地押圧部73の押圧体732は屋根地YJに当接しているが、ここに、押圧体732をさらに強く屋根地YJに押圧させる力Z3が働く。以上の力Z1〜Z3はすべてケラバ型骨組Bをさらに強く家屋の躯体(破風板Hと屋根地YJ)とケラバ材K2に固着させようとする力として働く結果、主軸棒体5に働く力Zによって、ケラバ型骨組Bはさらに強く家屋のケラバ側Kに固着させられることとなる。 Furthermore, although the pressing body 732 of the roofing area pressing portion 73 is in contact with the roofing area YJ, a force Z3 that presses the pressing body 732 further strongly against the roofing area YJ acts here. The above forces Z1 to Z3 all work as a force to fix the keraba frame B more strongly to the house frame (windbreak plate H and roof YY) and the keraba material K2, resulting in the force Z acting on the spindle rod 5 Thus, the keraba frame B is more firmly fixed to the keraba side K of the house.

次に、主軸棒体5を内側に倒すような力AZが働いた場合を考えてみると、力AZはケラバ型骨組Bを全体として図19にて反時計回りに回転させようとするモーメント力となるが、この際、主軸棒体5の正面52はケラバ材K2に当接した状態であるので、ケラバ材K2の当接部分から力AZを打ち消す方向の反作用の力AZ1を受けるので、主軸棒体5は力AZによってさらにケラバ材K2に押圧されることとなる。   Next, when considering a case where a force AZ that causes the spindle rod body 5 to fall inward is applied, the force AZ is a moment force that attempts to rotate the keraba type frame B as a whole counterclockwise in FIG. However, at this time, since the front surface 52 of the main spindle 5 is in contact with the keraba material K2, the reaction force AZ1 in the direction to cancel the force AZ is received from the contact portion of the keraba material K2. The rod 5 is further pressed against the keraba material K2 by the force AZ.

また、破風板押圧部72の押圧体722が破風板Hを押圧している状態であるので、力AZが働くことにより押圧体722はさらに強く破風板Hに押圧され(力AZ2)、押圧体722が破風板Hを押圧している状態はさらに強固なものとなる。以上の力AZ1、AZ2はすべてケラバ型骨組Bをさらに強く家屋の躯体(破風板H)とケラバ材K2に固着させようとする力として働く結果、主軸棒体5に働く力AZによって、ケラバ型骨組Bはさらに強く家屋のケラバ側Kに固着させられることとなる。 Further, since the pressing body 722 of the windbreak plate pressing portion 72 is pressing the windbreak plate H, the pressing body 722 is further strongly pressed against the windbreak plate H by the action of the force AZ (force AZ2). The state in which 722 presses the windbreak plate H becomes even stronger. The above-mentioned forces AZ1 and AZ2 all work as a force to fix the keraba frame B more strongly to the house frame (windbreak plate H) and the keraba material K2. The frame B is more firmly fixed to the keraba side K of the house.

本発明は、屋根のリフォームなど通常は外壁等の他の部分の補修を伴わない屋根だけの工事においても地面から足場を組んで施工していた慣例を見直し、作業員の安全確保は安全索あるいは安全帯にて確保し、塵埃や洗浄水の飛散防止の目的に特化させた屋根工事用フェンスの骨組を開発することによって、屋根工事における足場の省略を齎し、作業手間の大幅な改善とそれに伴う工期の短縮及び経費の節減という大きな効果を奏することができるものである。   The present invention reviews the practice of constructing scaffolds from the ground even in the construction of roofs that do not involve repair of other parts such as exterior walls, such as renovation of the roof. By developing a framework for roof construction fences that is secured in a safety zone and specialized in the prevention of dust and washing water scattering, hesitates to omit scaffolding in roof construction, and greatly improves work efficiency. It is possible to achieve great effects such as shortening the construction period and saving costs.

昨今震災や豪雨によって屋根部分の損傷を蒙る家屋が非常に多い。屋根以外の部分にも損傷を受けていれば、本格的な足場を組んでの補修が必要となるが、屋根のみの損傷であれば、本格的な足場を組むのはいかにも無駄が多く、かつそれに要する時間と作業手間を考えると、足場を省略して作業員の転落防止は安全索や安全帯に委ね、その分の工期を短縮すれば、他の多くの家屋の補修に時間と人手を投入できるという大きなメリットが生じる。   There are so many houses that have been damaged by the earthquake and heavy rains recently. If parts other than the roof are also damaged, repair with a full-scale scaffold is necessary, but if only the roof is damaged, it is very wasteful to build a full-scale scaffold, and Considering the time and labor required for it, omitting the scaffolding and leaving the fall prevention of workers to safety ropes and safety belts, and shortening the work period, save time and labor for repairing many other houses. The big merit that it can be input arises.

大災害での被災地域においては、被災家屋の総数が非常に多く、屋根だけの損傷でも修理の順番が回ってくるのに相当の日数を要する。その間、屋根にはビニールシートを被せたりして対応しなければならないが、外見も悪く、また集中豪雨などがあればビニールシートでは対応できない心配もある。このように、順番待ちによって生じるデメリットは少なくないので、1軒の家屋の屋根に要する補修の工期をできるだけ短縮して、同一期間にできるだけ多くの家屋の屋根を補修できる技術を開発することは、昨今の災害の多発状況を見ると喫緊の課題であると申しても過言ではない。   In the area affected by a major disaster, the total number of houses affected by the disaster is very large, and it takes a considerable number of days for the repair order to turn even if the roof alone is damaged. In the meantime, the roof must be covered with a plastic sheet, but the appearance is also bad, and if there is a heavy rain, there is a concern that the vinyl sheet cannot handle it. In this way, there are not a few demerits caused by waiting in order, so it is necessary to shorten the repair period required for the roof of one house as much as possible and develop a technology that can repair as many roofs as possible in the same period. It is no exaggeration to say that this is an urgent issue when we look at the recent frequent occurrence of disasters.

本発明は、このような状況に鑑み、これに対応できるように本格的な足場を組むことなくあらゆる種類の屋根工事に対応可能な屋根工事用フェンスの骨組を開発したものであり、作業手間の省略と工期の短縮、及びそれに伴う費用の軽減は、補修を受ける人において大きなメリットとなるだけではなく、大災害の場合の復興促進という観点からも社会的に見て大きな意義のある技術であり、産業上の利用可能性は詢に大きなものがあると考える次第である。   In view of such a situation, the present invention has developed a framework of a roof construction fence that can be applied to all types of roof construction without constructing a full-scale scaffolding to cope with this situation. Omitting, shortening the construction period and reducing the costs associated with it are not only great benefits for those undergoing repairs, but also a technology that has great social significance from the perspective of promoting recovery in the event of a major disaster. Depending on the industrial applicability, I think there is a big one.

1 主軸棒体
11 本体
12 正面
12a 円孔
12b 長孔
13 背面
13a 円孔
13b 長孔
14 右側面
14a 長孔
15 左側面
15a 窓部
16 上面
17 下面
2 樋底面押圧部材
21 摺動体
21a 正面
21b 背面
21c 右側面
21d 左側面
21e ボルト
21f ナット
21g ワッシャー
21h シボリワッシャー
22 樋底面押圧部
22a 押圧ロッド
22b 押圧体
3 樋上辺押圧部材
31 摺動体
31a 正面
31b 背面
31c 右側面
31d 左側面
31e ボルト
31f ナット
31g ワッシャー
31h シボリワッシャー
32 樋上辺押圧部
32a 押圧ロッド
32b 押圧体
4 躯体押圧部材
41 摺動固着機構
41a スタッドボルト
41b ナット
41c ナット
41d ワッシャー
41e ワッシャー
42 破風板屋根地押圧部材
421 破風板屋根地押圧部
421a 押圧ロッド
421b 押圧体
421c 長孔
42a スタッドボルト
42b ナット
42c ナット
42d ワッシャー
42e ワッシャー
43 間隔調整機構
43a ターンバックル
43b 押圧体
5 主軸棒体
51 本体
52 正面
52a 円孔
52b 長孔
53 背面
53a 円孔
53b 長孔
54 右側面
54a 長孔
55 左側面
55a 窓部
56 上面
57 下面
6 ケラバ材押圧部材
61 摺動固着機構
61a 正面
61b 背面
61c 右側面
61d 左側面
61e ボルト
61f ナット
61g ワッシャー
61h シボリワッシャー
62 水平腕
62a 上面
62b 下面
62c 右側面
62d 左側面
62e 長孔
62f 窓部
63 ケラバ材押圧部
631 アイボルト支持板
631a 円孔
632 ケラバ材押圧体
632a 押圧ロッド
632b 押圧体
63a 上面
63b 下面
63c 右側面
63d 左側面
63e ボルト
63f ナット
63g ワッシャー
63h シボリワッシャー
7 躯体押圧部材
71 摺動固着機構
71a ナット
71b ナット
71c ワッシャー
71d ワッシャー
72 破風板押圧部
721 支持体
722 押圧体
73 屋根地押圧部
73a ナット
73b ナット
73c ワッシャー
73d ワッシャー
731 押圧ロッド
731a 長孔
732 押圧体
7a ボルト
A 軒先型骨組
AX 力
AX1 力
AX2 力
AX3 力
AX4 力
AX5 力
AZ 力
AZ1 力
AZ2 力
B ケラバ型骨組
D1 間隔
D2 間隔
G 樋
Gs 受具
H 破風板
HL 水平線
K ケラバ側
K1 カラクサ
K2 ケラバ材
M 膜体
N 軒先側
R1 アイボルト
R1a シボリワッシャー
R1b シボリワッシャー
R1c ナット
R2 アイボルト
R2a シボリワッシャー
R2b シボリワッシャー
R2c ナット
R3 アイボルト
R3a シボリワッシャー
R3b シボリワッシャー
R3c ナット
R4 アイボルト
R4a シボリワッシャー
R4b シボリワッシャー
R4c ナット
S1 空間
T 垂木
W 安全索
W1 窓部
W2 窓部
W3 窓部
Ws 固定金具
X 力
X1 力
X2 力
X3 力
X4 力
Y 屋根材
YJ 屋根地
YL 屋根勾配
Z 力
Z1 力
Z2 力
Z3 力
h1 円孔
h2 円孔
h3 円孔
h4 円孔
h5 円孔
DESCRIPTION OF SYMBOLS 1 Main axis | shaft rod body 11 Main body 12 Front 12a Circular hole 12b Long hole 13 Back surface 13a Circular hole 13b Long hole 14 Right side 14a Long hole 15 Left side 15a Window part 16 Upper surface 17 Lower surface 2 Bottom surface pressing member 21 Sliding body 21a Front surface 21b Back surface 21c Right side surface 21d Left side surface 21e Bolt 21f Nut 21g Washer 21h Digital washer 22 樋 Bottom pressing part 22a Press rod 22b Press body 3 Upper side pressing member 31 Sliding body 31a Front surface 31b Rear surface 31c Right side surface 31d Left side surface 31e Bolt 31f Nut 31g Bolt 31f 31h Symbol washer 32 樋 Upper side pressing part 32a Pressing rod 32b Pressing body 4 Housing pressing member 41 Sliding fixing mechanism 41a Stud bolt 41b Nut 41c Nut 41d Washer 41e Washer 42 Windbreak plate roof Press member 421 Windbreak plate roof pressing part 421a Press rod 421b Press body 421c Long hole 42a Stud bolt 42b Nut 42c Nut 42d Washer 42e Washer 43 Spacing adjustment mechanism 43a Turn buckle 43b Press body 5 Main shaft hole 51 Main body 52 Front hole 52 52b long hole 53 back surface 53a circular hole 53b long hole 54 right side surface 54a long hole 55 left side surface 55a window portion 56 upper surface 57 lower surface 6 keraba material pressing member 61 sliding fixing mechanism 61a front surface 61b back surface 61c right side surface 61d left side surface 61e bolt 61f Nut 61g Washer 61h Digital washer 62 Horizontal arm 62a Upper surface 62b Lower surface 62c Right side surface 62d Left side surface 62e Long hole 62f Window portion 63 Keraba material pressing portion 631 Eye bolt support plate 631a Circular hole 632 Rubber member pressing body 632a Pressing rod 632b Pressing body 63a Upper surface 63b Lower surface 63c Right side surface 63d Left side surface 63e Bolt 63f Nut 63g Washer 63h Reciprocating washer 7 Housing pressing member 71 Sliding fixing mechanism 71a Nut 71b Nut 71c Washer 71d Washer 71d Washer 71d Washer 71d Portion 721 Support body 722 Press body 73 Roof area press section 73a Nut 73b Nut 73c Washer 73d Washer 731 Press rod 731a Long hole 732 Press body 7a Bolt A eaves-type frame AX force AX1 force AX2 force AX3 force AX4 force AX3 force AX4 force AX4 force Force AZ2 Force B Keraba frame D1 Interval D2 Interval G 樋 Gs Receptor H Windbreak plate HL Horizon K Keraba side K1 Caraxa K2 Keraba material M Film body N Eaves side R1 Ivor G R1a Symbol Washer R1b Symbol Washer R1c Nut R2 Eyebolt R2a Symbol Washer R2b Symbol Washer R2c Nut R3 Eyebolt R3a Symbol Washer R3b Symbol Washer R3c Nut R4 Eyebolt R4a Symbol Washer R4b Symbol Washer R2 C Window W3 Window Ws Fixing bracket X force X1 force X2 force X3 force X4 force Y roofing material YJ roofing land YL roof gradient Z force Z1 force Z2 force Z3 force h1 hole h2 hole h3 hole h4 hole h5 hole

Claims (4)

屋根工事の際に発生する塵埃や洗浄水の飛沫などを周囲に飛散させないために設けられる膜体を張設する屋根工事用フェンス骨組であって、
軒先側に複数基が設置され、その間に膜体が張設される軒先型骨組と、ケラバ側に複数基が設置され、その間に膜体が張設されるケラバ型骨組から構成され、
軒先型骨組は、膜体装着用リングを有する主軸棒体と、主軸棒体に摺動自在且つ固着自在に装着される樋底面押圧部材と、主軸棒体に摺動自在且つ固着自在に装着される樋上辺押圧部材と、主軸棒体の下部に摺動自在且つ固着自在に装着される躯体押圧部材から構成され、
躯体押圧部材は主軸棒体の下部に摺動自在且つ固着自在に装着される摺動固着機構と、家屋の躯体である破風板と屋根地を押圧する破風板屋根地押圧部材と、摺動固着機構と破風板屋根地押圧部材の間隔を調節する間隔調整機構から構成され、
樋底面押圧部材が樋の底面を押圧し、樋上辺押圧部材が樋の上辺を押圧し、躯体押圧部材が家屋の躯体である破風板と屋根地を押圧することにより家屋の軒先側に固着され、
ケラバ型骨組は、膜体装着用リングを有する主軸棒体と、主軸棒体に摺動自在且つ固着自在に装着されるケラバ材押圧部材と、主軸棒体の下部に摺動自在且つ固着自在に装着される躯体押圧部材から構成され、
ケラバ材押圧部材は主軸棒体に摺動自在且つ固着自在に装着される摺動固着機構と、該摺動固着機構から水平方向に突設される水平腕にさらに摺動自在且つ固着自在に装着されるケラバ材押圧部から構成され、
躯体押圧部材は主軸棒体の下部に摺動自在且つ固着自在に装着される摺動固着機構と、家屋の躯体である破風板を押圧する破風板押圧部と家屋の躯体である屋根地を押圧する屋根地押圧部から構成され、破風板押圧部は水平方向に主軸棒体からの距離が調整可能となる構成を有し、屋根地押圧部は上下方向への移動が可能となる構成を有し、
ケラバ材押圧部材のケラバ材押圧部がケラバ材の背面板を押圧し、躯体押圧部材の破風板押圧部が家屋の躯体である破風板を押圧し、屋根地押圧部が家屋の躯体である屋根地を押圧することにより家屋のケラバ側に固着される
ことを特徴とする屋根工事用フェンス骨組。
It is a roof construction fence frame that stretches a film body that is provided to prevent dust generated during roof construction and splashes of washing water from scattering around the surroundings,
A plurality of groups are installed on the eaves side, and an eaves type frame in which the membrane body is stretched between them, and a plurality of groups are installed on the keraba side, and a keraba type frame in which the membrane body is stretched between them is configured.
The eaves-end type frame is attached to a main shaft rod body having a film body mounting ring, a bottom surface pressing member that is slidably and fixedly attached to the main shaft rod body, and a slidable and fixed attachment to the main shaft rod body. The upper side pressing member and the body pressing member that is slidably and fixedly attached to the lower part of the spindle rod body,
The frame pressing member is slidably and fixedly attached to the lower part of the main shaft bar body, the windbreak plate roofing member pressing member that presses the roof and the windbreak plate that is the housing frame, and the sliding fixing It is composed of an interval adjustment mechanism that adjusts the interval between the mechanism and the windbreak plate roof pressing member,
The heel bottom surface pressing member presses the bottom surface of the ridge, the ridge upper side pressing member presses the top side of the ridge, and the skeleton pressing member presses against the windbreak plate and the roof, which are the housing skeleton of the house, and is fixed to the eaves side of the house. ,
The keraba type frame includes a main shaft bar body having a film body mounting ring, a keraba material pressing member that is slidably and fixedly attached to the main shaft bar body, and a lower and lower part of the main shaft bar body. Consists of a body pressing member to be mounted,
The keraba material pressing member is slidably and fixedly attached to the spindle body, and is further slidably and fixedly attached to a horizontal arm projecting horizontally from the slidable fixing mechanism. Composed of keraba material pressing part,
The body pressing member is slidably and fixedly attached to the lower part of the main shaft bar body, the windbreak plate pressing part that presses the windbreak plate that is the housing body, and the roof that is the housing body is pressed. The windbreak plate pressing portion has a configuration in which the distance from the spindle rod body can be adjusted in the horizontal direction, and the roof pressing portion has a configuration in which it can move in the vertical direction. And
The keraba material pressing part of the keraba material pressing member presses the back plate of the keraba material, the windbreak plate pressing part of the frame pressing member presses the windbreak plate which is the housing frame of the house, and the roof press part is the roof of the house. A roof construction fence frame characterized by being fixed to the keraba side of a house by pressing the ground.
軒先型骨組の樋底面押圧部材と樋上辺押圧部材の主軸棒体への摺動自在且つ固着自在の装着方法が、主軸棒体に長孔を穿設し、該長孔に挿通したボルトナットによって樋底面押圧部材の主軸棒体への装着部を主軸棒体へ摺動且つ固着させ、該長孔に挿通したボルトナットによって樋上辺押圧部材の主軸棒体への装着部を主軸棒体へ摺動且つ固着させる構成であることを特徴とする請求項1に記載の屋根工事用フェンス骨組。 A slidable and fixed mounting method of the eaves-type frame heel bottom surface pressing member and heel upper side pressing member to the main shaft rod body is made by drilling a long hole in the main shaft rod body and using a bolt nut inserted through the long hole.装着 Slide and fix the mounting portion of the bottom surface pressing member to the main shaft rod body on the main shaft rod body, and slide the mounting portion of the upper side pressing member to the main shaft rod body onto the main shaft rod body by the bolts and nuts inserted through the elongated holes. The roof frame for roof construction according to claim 1, wherein the roof frame is configured to move and fix. ケラバ型骨組のケラバ材押圧部材の主軸棒体への摺動自在且つ固着自在の装着方法が、主軸棒体に長孔を穿設し、該長孔に挿通したボルトナットによってケラバ材押圧部材の摺動固着機構を主軸棒体へ摺動且つ固着させる構成であり、
摺動固着機構から水平方向に突設される水平腕にさらに摺動自在且つ固着自在に装着されるケラバ材押圧部の水平腕への摺動自在且つ固着自在の装着方法が、水平腕に長孔を穿設し、該長孔に挿通したボルトナットによってケラバ材押圧部を水平腕へ摺動且つ固着させる構成である、
ことを特徴とする請求項1あるいは請求項2に記載の屋根工事用フェンス骨組。
A slidable and fixable attachment method of the keraba material pressing member of the keraba type frame to the spindle rod body is formed by drilling a long hole in the spindle rod body, and by using a bolt and nut inserted through the elongated hole. It is configured to slide and fix the sliding fixing mechanism to the spindle rod body,
The horizontal arm has a slidable and separable attachment method to the horizontal arm of the keraba material pressing part that is further slidably and firmly attached to the horizontal arm that protrudes horizontally from the sliding and fixing mechanism. It is a configuration in which a hole is formed and the keraba material pressing portion is slid and fixed to the horizontal arm by a bolt and nut inserted through the long hole.
The fence framework for roof construction according to claim 1 or claim 2, characterized by things.
軒先型骨組の躯体押圧部材の間隔調整機構が下方から樋の底面を押圧する構成であることを特徴とする請求項1あるいは請求項2あるいは請求項3に記載の屋根工事用フェンス骨組。






















4. The roof frame for roof construction according to claim 1, 2 or 3, wherein the distance adjusting mechanism of the frame pressing member of the eaves type frame is configured to press the bottom surface of the frame from below.






















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