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JP2018145696A - Folded-plate roof structure - Google Patents

Folded-plate roof structure Download PDF

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JP2018145696A
JP2018145696A JP2017042259A JP2017042259A JP2018145696A JP 2018145696 A JP2018145696 A JP 2018145696A JP 2017042259 A JP2017042259 A JP 2017042259A JP 2017042259 A JP2017042259 A JP 2017042259A JP 2018145696 A JP2018145696 A JP 2018145696A
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folded plate
ridge
eaves
plate material
side folded
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JP6974013B2 (en
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山下 真司
Shinji Yamashita
真司 山下
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Nippon Steel Coated Sheet Corp
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Nippon Steel and Sumikin Coated Sheet Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a folded-plate roof structure which can restrict a thermal expansion of a folded-plate member even when a length of a roof surface in an eaves ridge direction is long.SOLUTION: A folded-plate roof structure is provided with: an eaves side folded-plate member 4 supported by a plurality of first supports 3 fixed on a base; and a ridge side folded-plate member 5, which is partially overlapped from an upper on an end part at a ridge side of the eaves side folded-plate member 4, supported by a plurality of second supports 6 fixed on the base. The eaves side folded-plate member 4 and the ridge side folded-plate member 5 are unconstrained from each other.SELECTED DRAWING: Figure 1

Description

本発明は、折板屋根構造に関する。   The present invention relates to a folded plate roof structure.

特許文献1には、いわゆる縦継ぎ工法が適用された従来の折板屋根構造が開示されている。この特許文献1記載の折板屋根構造は、軒側に配置された第1の縦葺き材と、棟側に配置された第2の縦葺き材とが軒棟方向に縦継ぎされている。第1の縦葺き材の棟側端部には、第2の縦葺き材の軒側端部が上方から重ねられている。   Patent Document 1 discloses a conventional folded plate roof structure to which a so-called longitudinal joining method is applied. In the folded-plate roof structure described in Patent Document 1, a first vertical fence material arranged on the eaves side and a second vertical fence material arranged on the ridge side are cascaded in the eaves direction. The eaves side end of the second vertical wood is overlapped from above on the ridge side end of the first vertical wood.

この第1の縦葺き材と第2の縦葺き材とは、重なった状態で互いにハゼ締結されており、相互に拘束された状態で一体に接続されている。   The first vertical material and the second vertical material are fastened together in an overlapped state, and are integrally connected in a mutually restrained state.

このように、従来の折板屋根構造によれば、縦継ぎ工法を適用するに当たり、可搬性のよい縦葺き材を用いるため、製造工場から施工現場までの搬送性が良好である上に、施工現場での作業性も良好である。   In this way, according to the conventional folded plate roof structure, in order to apply the longitudinal joining method, since the vertical transport material with good portability is used, the transportability from the manufacturing factory to the construction site is good, and the construction is performed. Workability on site is also good.

特開2013−213395号公報JP 2013-213395 A

ところで、この種の縦葺き材は、日中において、太陽光が照射されることで加熱される一方、夜間において、気温の低下によって冷却されるため、加熱と冷却とが繰り返される。このため、屋根面の軒棟方向の長さが一定以上の長さとなる場合には、縦葺き材に過度な熱伸縮が繰り返し発生し、縦葺き材を支持する支持具等に過度な負担が生じる。   By the way, this type of vertical wood is heated by being irradiated with sunlight in the daytime, and is cooled by a decrease in the temperature at night, so that heating and cooling are repeated. For this reason, if the length of the roof surface in the direction of the eaves is more than a certain length, excessive thermal expansion and contraction of the vertical struts will repeatedly occur, and an excessive burden will be placed on the support that supports the vertical struts. Arise.

この点について、従来の縦継ぎ工法を適用した折板屋根構造では、複数の縦葺き材を用いているものの、軒側の縦葺き材と棟側の縦葺き材とが、相互に拘束された状態で一体に接続されている。このため、従来の縦継ぎ工法を適用した折板屋根構造にあっても、各縦葺き材の熱伸縮が屋根面の軒棟方向の全長にわたって積算されて、過度な熱伸縮が繰り返し発生するという問題があった。   In this regard, in the folded plate roof structure to which the conventional longitudinal joint method is applied, although the multiple vertical members are used, the vertical members on the eaves side and the vertical members on the ridge side are constrained to each other. Connected together in a state. For this reason, even in the folded-plate roof structure to which the conventional longitudinal joint method is applied, the thermal expansion and contraction of each vertical roofing material is accumulated over the entire length of the roof surface in the eaves direction, and excessive thermal expansion and contraction occurs repeatedly. There was a problem.

本発明は、上記事情に鑑みてなされたものであり、その目的とするところは、屋根面の軒棟方向の長さが長くても、折板材の熱伸縮量を抑制できる折板屋根構造を提供することにある。   The present invention has been made in view of the above circumstances, and the purpose thereof is a folded plate roof structure capable of suppressing the amount of heat expansion and contraction of the folded plate material even when the length of the roof surface in the eaves-ridge direction is long. It is to provide.

本発明の一態様に係る折板屋根構造は、下地に固定された第1の支持具に支持された軒側折板材と、前記軒側折板材の棟側の端部に上方から重ねられ、前記下地に固定された第2の支持具に支持された棟側折板材とを備え、前記軒側折板材と前記棟側折板材とは互いに非拘束であることを特徴とする。   The folded plate roof structure according to one aspect of the present invention is stacked from above on the eaves side folded plate material supported by the first support fixed to the base, and the end of the eaves side folded plate material on the ridge side, A ridge-side folded plate material supported by a second support fixed to the base, wherein the eaves-side folded plate material and the ridge-side folded plate material are not restrained from each other.

また、この折板屋根構造において、前記第1の支持具には、前記軒側折板材を支持する軒側折板材支持面が設けられると共に、前記第2の支持具には、前記棟側折板材を支持する棟側折板材支持面が設けられ、前記第2の支持具は、前記下地から前記棟側折板材支持面までの高さが、前記下地から前記軒側折板材支持面までの高さよりも高くなるように構成されていることが好ましい。   Further, in this folded plate roof structure, the first support member is provided with an eave side folded plate material support surface that supports the eaves side folded plate member, and the second support member has the ridge side folding. A ridge-side folded plate material support surface that supports the plate material is provided, and the second support has a height from the foundation to the ridge-side folded plate material support surface from the foundation to the eaves-side folded plate material support surface. It is preferable to be configured to be higher than the height.

また、この折板屋根構造において、前記第2の支持具は、前記第1の支持具の前記軒側折板材支持面に対し、スペーサ部材が取り付けられて構成されており、前記スペーサ部材の上面が前記棟側折板材支持面であることが好ましい。   In the folded plate roof structure, the second support member is configured by attaching a spacer member to the eaves side folded plate material support surface of the first support member, and the upper surface of the spacer member. Is preferably the ridge side folded plate material support surface.

また、この折板屋根構造において、前記軒側折板材の棟側の端部と前記棟側折板材の軒側の端部との間に、止水材が配置されていることが好ましい。   Moreover, in this folded-plate roof structure, it is preferable that the water stop material is arrange | positioned between the edge part of the ridge side of the said eaves side folded board material, and the edge part of the eaves side of the said ridge side folded board material.

また、この折板屋根構造において、前記軒側折板材は、長手方向が軒棟方向に平行で且つ幅方向が棟方向に平行な底面部と、前記底面部の幅方向の両端部から立ち上げられた一対の立上部とを備え、前記止水材が前記底面部及び前記一対の立上部にわたって設けられており、前記止水材には、前記底面部に対応する部分に軒棟方向に連通する通水部が設けられていることが好ましい。   Further, in this folded plate roof structure, the eaves side folded plate material is raised from a bottom surface portion whose longitudinal direction is parallel to the eave building direction and whose width direction is parallel to the ridge direction, and both end portions of the bottom surface portion in the width direction. The water stop material is provided over the bottom surface portion and the pair of upright portions, and the water stop material communicates with the portion corresponding to the bottom surface portion in the eaves-ridge direction. It is preferable that a water passage portion is provided.

また、この折板屋根構造において、前記軒側折板材及び前記棟側折板材は、ハゼ式の折板材により構成されていることが好ましい。   Moreover, in this folded-plate roof structure, it is preferable that the said eaves-side folded board material and the said ridge-side folded board material are comprised by the goby type folded board material.

本発明の折板屋根構造によれば、屋根面の軒棟方向の長さが長くても、折板材の熱伸縮量を抑制できることができる。   According to the folded-plate roof structure of this invention, even if the length of the eaves-ridge direction of a roof surface is long, the amount of thermal expansion / contraction of a folded-plate material can be suppressed.

図1は、本発明の一実施形態の屋根構造の斜視図である。FIG. 1 is a perspective view of a roof structure according to an embodiment of the present invention. 図2は、同上の下屋根の斜視図である。FIG. 2 is a perspective view of the same lower roof. 図3は、同上の上屋根の斜視図である。FIG. 3 is a perspective view of the upper roof of the above. 図4Aは、同上の第1の支持具の正面図である。図4Bは、同上の第1の支持具の側面図である。FIG. 4A is a front view of the first support tool according to the embodiment. FIG. 4B is a side view of the first support tool according to the embodiment. 図5は、同上の屋根構造の要部断面図である。FIG. 5 is a cross-sectional view of a principal part of the roof structure same as above. 図6は、同上の棟方向に直交する断面図である。FIG. 6 is a cross-sectional view orthogonal to the ridge direction of the above. 図7は、同上の軒側折板材の平面図である。FIG. 7 is a plan view of the above eaves side folded plate material. 図8Aは、同上の第2の支持具の正面図である。図8Bは、同上の第2の支持具の側面図である。FIG. 8A is a front view of the second support tool of the same. FIG. 8B is a side view of the second support tool of the same. 図9Aは、同上のスペーサ部材の正面図である。図9Bは、同上のスペーサ部材の側面図である。図9Cは、同上のスペーサ部材の平面図である。FIG. 9A is a front view of the spacer member same as above. FIG. 9B is a side view of the spacer member. FIG. 9C is a plan view of the same spacer member. 図10は、同上の屋根構造の要部断面図である。FIG. 10 is a cross-sectional view of a principal part of the roof structure same as above. 図11は、同上の棟側折板材の軒側の端部の斜視図である。FIG. 11 is a perspective view of an end portion on the eaves side of the ridge-side folded plate material same as above. 図12は、上記実施形態の変形例の分解斜視図である。FIG. 12 is an exploded perspective view of a modification of the above embodiment.

以下、本発明の実施形態について添付図面に基づいて説明する。   Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.

本実施形態の折板屋根構造は、図1に示すように、既存折板屋根を下地として、新設の折板屋根を葺く補修工法を適用した二重折板屋根の構造である。折板屋根構造は、既設の折板屋根としての下屋根1と、新設の折板屋根としての上屋根2とを備えている。   As shown in FIG. 1, the folded plate roof structure of the present embodiment is a double folded plate roof structure in which an existing folded plate roof is used as a base and a repair method is applied to spread a newly installed folded plate roof. The folded plate roof structure includes a lower roof 1 as an existing folded plate roof and an upper roof 2 as a newly installed folded plate roof.

以下においては、屋根勾配方向を軒棟方向として定義し、軒棟方向に直交し且つ水平面に沿う方向を棟方向として定義する。   In the following, the roof gradient direction is defined as the eave building direction, and the direction orthogonal to the eave building direction and along the horizontal plane is defined as the building direction.

下屋根1は、図2に示すように、タイトフレーム11に下折板材13が取り付けられて構成された屋根である。下屋根1は、タイトフレーム11と、複数の下折板材13とを備えている。   As shown in FIG. 2, the lower roof 1 is a roof configured by attaching a lower folded plate material 13 to a tight frame 11. The lower roof 1 includes a tight frame 11 and a plurality of lower folded plate materials 13.

タイトフレーム11は、下屋根1の屋根面を構成する下折板材13を、吊子12等を介して固定するフレームであり、母屋等の横架材17の上面に、例えば溶接により固定される。横架材17は、軒から棟に向かって段階的に高くなるように複数設置されており、それに伴って、複数のタイトフレーム11も、軒から棟に向かって段階的に高くなっている。   The tight frame 11 is a frame for fixing the lower folded plate material 13 constituting the roof surface of the lower roof 1 via a hanging member 12 or the like, and is fixed to the upper surface of a horizontal member 17 such as a purlin by welding, for example. . A plurality of horizontal members 17 are installed so as to increase stepwise from the eave toward the ridge, and accordingly, the plurality of tight frames 11 are also increased stepwise from the eave toward the ridge.

複数のタイトフレーム11には、複数の下折板材13が架け渡されて設置される。本実施形態の下折板材13は、ハゼ式の折板材により構成される。各下折板材13は、軒棟方向に延びており、棟方向に幅を有している。各下折板材13は、底面部131と、底面部131の幅方向の両端部から立ち上げられた一対の立上部132とを備えており、底面部131と一対の立上部132とはロール成型により一体成形されている。   A plurality of lower folded plate members 13 are bridged and installed on the plurality of tight frames 11. The lower folded plate material 13 of the present embodiment is constituted by a goby type folded plate material. Each lower folded plate 13 extends in the eaves ridge direction and has a width in the ridge direction. Each lower folded plate 13 includes a bottom surface portion 131 and a pair of upright portions 132 raised from both ends of the bottom surface portion 131 in the width direction. The bottom surface portion 131 and the pair of upright portions 132 are roll-formed. Is integrally molded.

下折板材13の棟方向には、別の下折板材13が隣接して配置される。隣り合う下折板材13は、立上部132の先端部同士が重なり合うように構成されており、タイトフレーム11の吊子12を間に挟んだ状態で、互いにハゼ締結されることで連結される(このハゼ締結して形成された部分をハゼ締結部16という)。隣り合う一対の立上部132同士が連結されることで山部14が形成されると共に、底面部131により谷部15が形成される。従って、下屋根1は、山部14と谷部15とが棟方向に繰り返し形成される。   In the ridge direction of the lower folded plate material 13, another lower folded plate material 13 is disposed adjacently. Adjacent lower folded plate members 13 are configured such that the tips of the upright portions 132 overlap each other, and are connected by being fastened together with the suspension 12 of the tight frame 11 sandwiched therebetween ( A portion formed by the gouge fastening is called goze fastening portion 16). A pair of adjacent rising portions 132 are connected to form a peak portion 14, and a bottom portion 131 forms a valley portion 15. Therefore, the lower roof 1 is formed with the mountain part 14 and the valley part 15 repeatedly in the ridge direction.

このような構成の下屋根1の上方には、上屋根2が設置される。上屋根2は、図3に示すように、軒側折板材4と、軒側折板材4を支持する複数の第1の支持具3と、棟側折板材5と、棟側折板材5を支持する複数の第2の支持具6とを備えている。上屋根2において、棟側折板材5の軒側の端部が、軒側折板材4の棟側の端部に上方から重ねられているが、軒側折板材4と棟側折板材5とは互いに非拘束である。   An upper roof 2 is installed above the lower roof 1 having such a configuration. As shown in FIG. 3, the upper roof 2 includes an eaves side folded plate material 4, a plurality of first support members 3 that support the eaves side folded plate material 4, a ridge side folded plate material 5, and a ridge side folded plate material 5. And a plurality of second supports 6 to be supported. In the upper roof 2, the eaves side end of the ridge side folded plate material 5 is superimposed on the ridge side end of the eaves side folded plate material 4 from above, but the eaves side folded plate material 4 and the ridge side folded plate material 5 Are unconstrained with each other.

ここで、「軒側折板材4と棟側折板材5とが互いに非拘束である」とは、軒側折板材4と棟側折板材5とが互いにハゼ締結されていない等、軒側折板材4と棟側折板材5とのうち、一方の折板材が他方の折板材の影響を受けることなく熱伸縮可能な状態にあることを言う。なお、後述のように、軒側折板材4と棟側折板材5との間に止水材7が介在し、相互に止水材7による拘束力が働いても、止水材7の拘束力についてはほとんど無視できるため、この場合、軒側折板材4と棟側折板材5とが互いに非拘束であることとする。   Here, “the eaves side folded plate material 4 and the ridge side folded plate material 5 are not restrained each other” means that the eaves side folded plate material 4 and the ridge side folded plate material 5 are not fastened to each other. One of the plate members 4 and the ridge-side folded plate member 5 is in a state where it can be thermally expanded and contracted without being influenced by the other folded plate member. As will be described later, even if the water-stopping material 7 is interposed between the eaves-side folded plate material 4 and the ridge-side folded plate material 5, and the restraining force of the water-stopping material 7 acts on each other, In this case, it is assumed that the eaves side folded plate material 4 and the ridge side folded plate material 5 are not restrained.

第1の支持具3は、下屋根1の山部14の上端部に取り付けられる。第1の支持具3は、下屋根1の1つの山部14に対し軒棟方向の複数箇所に取り付けられている。また、本実施形態の第1の支持具3は、すべての山部14に対して取り付けられている。この複数の第1の支持具3によって、軒側折板材4は支持される。第1の支持具3は、図4に示すように、支持具本体31と、吊子35とを備えている。吊子35は、支持具本体31に対し、ボルト・ナットを介して着脱可能に取り付けられている。   The first support 3 is attached to the upper end portion of the mountain portion 14 of the lower roof 1. The first support 3 is attached to a plurality of locations in the eaves ridge direction with respect to one mountain portion 14 of the lower roof 1. Moreover, the 1st support tool 3 of this embodiment is attached with respect to all the peak parts 14. FIG. The eaves-side folded plate material 4 is supported by the plurality of first supports 3. As shown in FIG. 4, the first support 3 includes a support main body 31 and a suspension 35. The hanger 35 is detachably attached to the support body 31 via bolts and nuts.

支持具本体31は、第1の支持具3の主体を構成する部分である。支持具本体31は、第1の固定部材32と、第2の固定部材33とを備え、第1の固定部材32と第2の固定部材33とが、棟方向に隣り合った状態で、互いにボルト締結されることで構成されている。   The support tool body 31 is a part constituting the main body of the first support tool 3. The support body 31 includes a first fixing member 32 and a second fixing member 33, and the first fixing member 32 and the second fixing member 33 are adjacent to each other in the ridge direction. It is configured by bolt fastening.

第1の固定部材32は、下屋根1の山部14の上端面に載置される第一載置部321と、第一載置部321の第2の固定部材33側の端部から上方に延出した第一溝形部322と、第一溝形部322の上端部から上方に延出した第一縦板部323と、第一縦板部323の上端部から第2の固定部材33とは反対側に延出した第一天板部324とを備えている。第一溝形部322は、第2の固定部材33側に開口した溝形に形成されている。また、第一天板部324には、吊子35がボルト留めされる。   The first fixing member 32 is located above the first mounting portion 321 mounted on the upper end surface of the mountain portion 14 of the lower roof 1 and the end of the first mounting portion 321 on the second fixing member 33 side. A first groove portion 322 extending to the first groove portion 322, a first vertical plate portion 323 extending upward from the upper end portion of the first groove portion 322, and a second fixing member from the upper end portion of the first vertical plate portion 323. 33 is provided with a first top plate portion 324 extending to the opposite side. The first groove portion 322 is formed in a groove shape opened to the second fixing member 33 side. Further, a hanging element 35 is bolted to the first top plate portion 324.

第2の固定部材33は、下屋根1の山部14の上端面に載置される第二載置部331と、第二載置部331の第1の固定部材32側の端部から上方に延出した第二溝形部332と、第二溝形部332の上端部から上方に延出した第二縦板部333と、第二縦板部333の上端部から第1の固定部材32とは反対側に延出した第二天板部334とを備えている。   The second fixing member 33 is located above the second mounting portion 331 mounted on the upper end surface of the mountain portion 14 of the lower roof 1 and the end of the second mounting portion 331 on the first fixing member 32 side. A second groove portion 332 extending to the upper side, a second vertical plate portion 333 extending upward from the upper end portion of the second groove portion 332, and a first fixing member from the upper end portion of the second vertical plate portion 333. 32 and a second top plate portion 334 extending to the opposite side.

第二溝形部332は、第1の固定部材32側に開口した溝形に形成されており、第一溝形部322と対向配置される。これにより、図5に示すように、第二溝形部332と第一溝形部322とで、下屋根1のハゼ締結部16を内部に収容した状態で、当該ハゼ締結部16を挟むことができる。   The second groove portion 332 is formed in a groove shape opened to the first fixing member 32 side, and is disposed opposite to the first groove portion 322. Accordingly, as shown in FIG. 5, the gouge fastening portion 16 is sandwiched between the second groove shape portion 332 and the first groove shape portion 322 while the gouge fastening portion 16 of the lower roof 1 is housed inside. Can do.

なお、下屋根1に対する第1の支持具3の固定は、第二溝形部332と第一溝形部322とでハゼ締結部16を挟むことで固定してもよいし、下屋根1のタイトフレーム11に対し、第一載置部321および第二載置部331(これらを合わせて載置部という)を、ねじ等の固着具を介して固定してもよい。   The first support 3 may be fixed to the lower roof 1 by sandwiching the gouge fastening portion 16 between the second groove-shaped portion 332 and the first groove-shaped portion 322, or the lower roof 1 You may fix the 1st mounting part 321 and the 2nd mounting part 331 (it combines these and is called a mounting part) with respect to the tight frame 11 via fasteners, such as a screw.

第二縦板部333は、第一縦板部323に重ねられた状態でボルト止めされる部分であり、図4Aに示すように、第一縦板部323よりも上下方向に長く形成されている。第二縦板部333の上端部から延出した第二天板部334には、軒側折板材4が載置されるように構成されており、第二天板部334は軒側折板材4を支持する。つまり、本実施形態において、第二天板部334の上面が、軒側折板材支持面を構成する。   The second vertical plate portion 333 is a portion that is bolted in a state of being overlapped with the first vertical plate portion 323, and is formed longer in the vertical direction than the first vertical plate portion 323, as shown in FIG. 4A. Yes. The eaves side folded plate material 4 is configured to be placed on the second top plate portion 334 extending from the upper end portion of the second vertical plate portion 333, and the second top plate portion 334 is configured as the eave side folded plate material. 4 is supported. That is, in this embodiment, the upper surface of the 2nd top plate part 334 comprises the eaves side folded board material support surface.

ここで図6には、本実施形態の屋根構造を側方から見た断面を示す。図6に示すように、第1の支持具3には、軒側折板材4が取り付けられる。軒側折板材4は、棟側折板材5よりも軒側に位置する折板材である。軒側折板材4は、下屋根1に対して、上方に一定の隙間を介して配置されている。軒側折板材4の軒棟方向の長さは、60m以下であることが好ましい。軒側折板材4の軒棟方向の長さが60m以下であることで、軒側折板材4に熱伸縮が生じても、熱伸縮量を適切な範囲内に収めることができる。本実施形態の軒側折板材4は、複数の上折板材41により構成されている。   Here, in FIG. 6, the cross section which looked at the roof structure of this embodiment from the side is shown. As shown in FIG. 6, an eaves side folded plate material 4 is attached to the first support 3. The eaves side folded plate material 4 is a folded plate material positioned on the eaves side with respect to the ridge side folded plate material 5. The eaves-side folded plate material 4 is disposed above the lower roof 1 with a certain gap therebetween. The length of the eaves-side folded plate material 4 in the eaves-ridge direction is preferably 60 m or less. When the length of the eaves side folded plate material 4 in the eaves ridge direction is 60 m or less, even if the eaves side folded plate material 4 undergoes thermal expansion and contraction, the amount of thermal expansion and contraction can be within an appropriate range. The eaves side folded plate material 4 of the present embodiment is composed of a plurality of upper folded plate materials 41.

各上折板材41は、図3に示すように、軒棟方向に延びており、棟方向に幅を有している。上折板材41は、鋼板製のハゼ式の折板材である。各上折板材41は、底面部411と、底面部411の幅方向の両端部から立ち上げられた一対の立上部412とを備えており、底面部411と一対の立上部412とはロール成型により一体成形されている。   As shown in FIG. 3, each upper folded plate member 41 extends in the eave building direction and has a width in the building direction. The upper folded plate material 41 is a goby-type folded plate material made of a steel plate. Each upper folded plate member 41 includes a bottom surface portion 411 and a pair of raised portions 412 raised from both end portions in the width direction of the bottom surface portion 411. The bottom surface portion 411 and the pair of raised portions 412 are roll-formed. Is integrally molded.

複数の上折板材41は、棟方向に隣接配置されている。棟方向に隣り合う上折板材41は、立上部412の端部同士が重なり合うように構成されており、第1の支持具3の吊子35を間に挟んだ状態で、互いにハゼ締結される。   The plurality of upper folded plate materials 41 are disposed adjacent to each other in the ridge direction. The upper folded plate members 41 adjacent to each other in the ridge direction are configured such that the end portions of the upright portions 412 overlap each other, and are fastened to each other with the hanging member 35 of the first support 3 interposed therebetween. .

軒側折板材4は、複数の上折板材41において、隣り合う一対の立上部412同士が連結されることで山部14が形成されると共に、底面部411により谷部15が形成され、下屋根1と同様に、山部14と谷部15とが棟方向に繰り返し形成される。   The eaves-side folded plate material 4 includes a plurality of upper folded plate materials 41, and a pair of adjacent raised portions 412 are connected to form a peak portion 14, and a bottom portion 411 forms a valley portion 15. Similar to the roof 1, a mountain portion 14 and a valley portion 15 are repeatedly formed in the ridge direction.

ここで、本実施形態の軒側折板材4は、軒側折板材4の軒棟方向の全長にわたる長さに形成された上折板材41を、棟方向に連結することで構成されているが、例えば、図7に示すような構成であってもよい。図7に示すように、この軒側折板材4は、軒棟方向に隣り合う上折板材41の接続部分Aが、棟方向に隣接しないように千鳥配置される。この軒棟方向に隣り合う上折板材41同士は、ハゼ締結により、相互に拘束される。   Here, the eaves side folded board material 4 of this embodiment is comprised by connecting the upper folded board material 41 formed in the length over the full length of the eaves side folded board material 4 in the eaves ridge direction in the ridge direction. For example, a configuration as shown in FIG. 7 may be used. As shown in FIG. 7, the eaves-side folded plate material 4 is staggered so that the connecting portions A of the upper folded plate materials 41 adjacent in the eave building direction are not adjacent in the building direction. The upper folded plate members 41 adjacent to each other in the direction of the eaves are mutually restrained by the gouge fastening.

このように、軒棟方向の接続部分を、棟方向に隣接しないようにすることで、接続部分Aにおける上折板材41の重なり枚数をできる限り少なくすることができ、止水性を向上させることができる。   In this way, by preventing the connecting portion in the eave building direction from being adjacent in the building direction, the number of overlapping upper folded plate materials 41 in the connecting portion A can be reduced as much as possible, and the water stoppage can be improved. it can.

棟側折板材5は、図6に示すように、軒側折板材4よりも棟側に位置する折板材である。棟側折板材5は、軒側折板材4と同様、複数の上折板材41により構成される。棟側折板材5は、下屋根1に対して、上方に一定の隙間を介して配置されている。棟側折板材5の構成は、軒側折板材4の構成と同じであるため、重複する説明については省略する。   The ridge side folded board material 5 is a folded board material located in the ridge side rather than the eaves side folded board material 4, as shown in FIG. Similar to the eaves side folded plate material 4, the ridge side folded plate material 5 includes a plurality of upper folded plate materials 41. The ridge-side folded plate material 5 is disposed above the lower roof 1 with a certain gap therebetween. Since the structure of the ridge side folded board material 5 is the same as the structure of the eaves side folded board material 4, it abbreviate | omits about the overlapping description.

第2の支持具6は、棟側折板材5を支持するための部材である。第2の支持具6は、第1の支持具3と同様、下屋根1の山部14の上端部に取り付けられる。第2の支持具6は、下屋根1の1つの山部14に対し、軒側折板材4よりも棟側において、軒棟方向の複数箇所に取り付けられている。また、本実施形態の第2の支持具6は、すべての山部14に対して取り付けられている。この複数の第2の支持具6によって、棟側折板材5は支持される。   The second support 6 is a member for supporting the ridge-side folded plate material 5. Similar to the first support 3, the second support 6 is attached to the upper end of the mountain portion 14 of the lower roof 1. The second support 6 is attached to one mountain portion 14 of the lower roof 1 at a plurality of locations in the eave building direction on the ridge side with respect to the eaves side folded plate material 4. Further, the second support 6 of the present embodiment is attached to all the mountain portions 14. The ridge-side folded plate material 5 is supported by the plurality of second supports 6.

ここで、最も軒側に配置される第2の支持具6と、軒側折板材4の棟側の端部との間の寸法は、軒側折板材4の熱伸縮量を考慮した寸法にすることが好ましい。   Here, the dimension between the 2nd support tool 6 most arrange | positioned at the eaves side, and the edge part of the eaves side folded board material 4 on the ridge side is a dimension which considered the amount of thermal expansion and contraction of the eaves side folded board material 4. It is preferable to do.

第2の支持具6は、図8に示すように、支持具本体31と、吊子35と、スペーサ部材60とを備えている。吊子35は、支持具本体31に対し、ボルトを介して着脱可能に取り付けられている。   As shown in FIG. 8, the second support tool 6 includes a support body 31, a suspension 35, and a spacer member 60. The hanger 35 is detachably attached to the support body 31 via bolts.

支持具本体31は、第2の支持具6の主体を構成する部分である。この支持具本体31は、第1の支持具3の支持具本体31と同じ構造であるため、重複する説明は省略する。   The support tool body 31 is a part constituting the main body of the second support tool 6. Since this support tool main body 31 has the same structure as the support tool main body 31 of the first support tool 3, overlapping description will be omitted.

スペーサ部材60は、支持具本体31の第二天板部334及び第一天板部324に取り付けられる。スペーサ部材60は、図9A〜9Cに示すように、第一天板部324に載置される第1の嵩上げ部61と、第二天板部334に載置される第2の嵩上げ部62とを備えている。   The spacer member 60 is attached to the second top plate portion 334 and the first top plate portion 324 of the support body 31. As shown in FIGS. 9A to 9C, the spacer member 60 includes a first raised portion 61 placed on the first top plate portion 324 and a second raised portion 62 placed on the second top plate portion 334. And.

第1の嵩上げ部61は、図9Bに示すように、断面ハット状に形成されている。第1の嵩上げ部61は、第一天板部324と吊子35との間に配置される。第1の嵩上げ部61は、第一天板部324に当接する底板部611と、底板部611の両端部から立ち上げられた一対の起立片部612と、一対の起立片部612の上端部から互いに離れる方向に延出した吊子支持片部613とを備えている。   As shown in FIG. 9B, the first raised portion 61 is formed in a cross-sectional hat shape. The first raised portion 61 is disposed between the first top plate portion 324 and the hanging member 35. The first raised portion 61 includes a bottom plate portion 611 that contacts the first top plate portion 324, a pair of standing piece portions 612 raised from both end portions of the bottom plate portion 611, and an upper end portion of the pair of standing piece portions 612. And a suspension support piece 613 extending in a direction away from each other.

吊子35の固定は、図8Bに示すように、吊子支持片部613に吊子35が載置された状態で、吊子35を第一天板部324に固着具により固定されている。固着具としては、例えば、ボルト(寸切りボルト)が用いられる。吊子35は、吊子支持片部613に吊子35が載置された状態で、底板部611と吊子35との貫通孔に寸切りボルトを挿入し、寸切りボルトの長手方向の両端に対してナットを螺合することで固定される。   As shown in FIG. 8B, the suspension 35 is fixed to the first top plate portion 324 with a fixing tool in a state where the suspension 35 is placed on the suspension support piece 613. . For example, a bolt (dimension bolt) is used as the fixing tool. The hanging element 35 is a state in which the hanging element 35 is placed on the hanging element support piece 613, and inserts a cutting bolt into the through hole between the bottom plate 611 and the hanging element 35, and both ends of the cutting bolt in the longitudinal direction. It is fixed by screwing the nut to the screw.

第2の嵩上げ部62は、第二天板部334上に配置される。第2嵩上げ部は、図9A,Cに示すように、天面部621と、一対の側面部622とを備えている。天面部621の上面は、図10に示すように、第二天板部334の上面と略平行になるように形成されており、天面部621の上面が棟側折板材5を支持する棟側折板材支持面を構成する。   The second raised portion 62 is disposed on the second top plate portion 334. As shown in FIGS. 9A and 9C, the second raised portion includes a top surface portion 621 and a pair of side surface portions 622. As shown in FIG. 10, the top surface of the top surface portion 621 is formed so as to be substantially parallel to the top surface of the second top plate portion 334, and the top surface of the top surface portion 621 supports the ridge side folded plate material 5. A folded plate material support surface is formed.

一対の側面部622は、天面部621の下方において、隙間を介して位置しており、天面部621を支持する。各側面部622の下辺は、第1の嵩上げ部61側の基端部が、第1の嵩上げ部61側ほど下方に位置するように傾斜した傾斜部623を有する。天面部621は、一対の側面部622により、棟側折板材5からの荷重(正圧)に対して補強されている。   The pair of side surface parts 622 are located below the top surface part 621 via a gap and support the top surface part 621. The lower side of each side surface portion 622 has an inclined portion 623 that is inclined so that the base end portion on the first raised portion 61 side is positioned downward toward the first raised portion 61 side. The top surface portion 621 is reinforced against a load (positive pressure) from the ridge-side folded plate material 5 by a pair of side surface portions 622.

この点について、仮に、一対の側面部622が設けられていないと、天面部621のみで棟側折板材5を支持することになる。この場合、棟側折板材5に積雪される等、荷重が負荷されると、強度が不安定になるが、本実施形態のスペーサ部材60によれば、荷重が負荷されても、当該荷重を、一対の側面部622を介して第二天板部334で支持することができる。   In this regard, if the pair of side surface portions 622 are not provided, the ridge-side folded plate material 5 is supported only by the top surface portion 621. In this case, the strength becomes unstable when a load is applied, such as snow on the ridge-side folded plate material 5, but according to the spacer member 60 of the present embodiment, the load is applied even if the load is applied. The second top plate portion 334 can support the pair of side surface portions 622.

なお、本実施形態の第2の嵩上げ部62と、第二天板部334の先端部分との間には、隙間が介在しているが、第2の嵩上げ部62の傾斜部623は、第二天板部334の基端部335に載置されている。このため、第2の嵩上げ部62に付加された荷重は、一対の側面部622を介して第二天板部334で支持することができる。   In addition, although the clearance gap exists between the 2nd raising part 62 of this embodiment, and the front-end | tip part of the 2nd top-plate part 334, the inclination part 623 of the 2nd raising part 62 is the 1st. It is placed on the base end portion 335 of the second top plate portion 334. For this reason, the load applied to the second raised portion 62 can be supported by the second top plate portion 334 via the pair of side surface portions 622.

第2の支持具6の棟側折板材支持面は、第1の支持具3の軒側折板材支持面に対し、スペーサ部材60の第2の嵩上げ部62の高さ寸法と略同じ寸法分高い位置に形成されている。すなわち、下屋根1の山部14の上端面から棟側折板材支持面までの高さが、下屋根1の山部14の上端面から軒側折板材支持面までの高さよりも高くなるように構成されている。   The ridge side folded plate material support surface of the second support 6 is approximately the same as the height of the second raised portion 62 of the spacer member 60 with respect to the eaves side folded plate material support surface of the first support 3. It is formed at a high position. That is, the height from the upper end surface of the mountain portion 14 of the lower roof 1 to the ridge side folded plate material support surface is higher than the height from the upper end surface of the mountain portion 14 of the lower roof 1 to the eaves side folded plate material support surface. It is configured.

図9Aに示すように、第2の嵩上げ部62は、第1の嵩上げ部61に対して、連接部63を介して接続されている。このため、第1の嵩上げ部61が支持具本体31に対して固定されると、第2の嵩上げ部62も支持具本体31に対して固定されるように構成されている。   As shown in FIG. 9A, the second raised portion 62 is connected to the first raised portion 61 via a connecting portion 63. For this reason, when the 1st raising part 61 is fixed with respect to the support body 31, the 2nd raising part 62 is also fixed with respect to the support body 31.

このように、本実施形態のスペーサ部材60は、第2の嵩上げ部62に付加された荷重が一対の側面部622を介して第二天板部334で支持することができるだけでなく、第一天板部324に対して、固着具を介して連結される。このため、第2の嵩上げ部62で荷重を受けた場合に、支持具本体31の棟方向の中央部分でバランスよく荷重を受けることができ、吊子6及び支持具本体31を傾かせることなく安定して設置することができる。   Thus, the spacer member 60 of the present embodiment can not only support the load applied to the second raised portion 62 by the second top plate portion 334 via the pair of side surface portions 622, but also the first It connects with the top-plate part 324 via a fixing tool. For this reason, when a load is received by the second raised portion 62, the load can be received in a balanced manner at the center portion of the support tool body 31 in the ridge direction without tilting the suspension 6 and the support tool body 31. It can be installed stably.

このような構成の第2の支持具6に対し、棟側折板材5が取り付けられると、図6に示すように、棟側折板材5の軒側の端部は、軒側折板材4の棟側の端部に対し、一定の寸法重なった状態で、上方に位置する。このとき、棟側折板材5と軒側折板材4とは、ハゼ締結により相互に固定されておらず、互いに非拘束である。但し、棟側折板材5の軒側の端部と軒側折板材4の棟側の端部との間には、止水材7が配置されている。   When the ridge-side folded plate material 5 is attached to the second support 6 having such a configuration, as shown in FIG. 6, the end of the ridge-side folded plate material 5 on the eaves side of the eaves-side folded plate material 4 It is located above the ridge side end with a certain overlap. At this time, the ridge-side folded plate material 5 and the eaves-side folded plate material 4 are not fixed to each other by the goby fastening and are not restrained. However, a water-stop material 7 is disposed between the eaves-side end of the ridge-side folded plate member 5 and the ridge-side end of the eave-side folded plate member 4.

止水材7は、棟側折板材5の軒側の端部と軒側折板材4の棟側の端部との間から、下地としての下屋根1側への雨水の浸入を防ぐ。止水材7は、軒棟方向に間隔を置いて配置された複数の止水パッキン71,72を備えている。本実施形態の止水材7は、図11に示すように、軒棟方向に離れた2列の止水パッキン71,72により構成される(軒側の止水パッキンを第1の止水パッキン71と、棟側の止水パッキンを第2の止水パッキン72とする)。各止水パッキン71,72は、底止水部721と、一対の立上止水部723とを備えており、底面部411及び一対の立上部412の全長にわたって形成されている。   The water blocking material 7 prevents intrusion of rainwater from the eaves side end of the ridge side folded plate material 5 and the ridge side end of the eaves side folded plate material 4 to the lower roof 1 side as a base. The water stop material 7 includes a plurality of water stop packings 71 and 72 arranged at intervals in the eaves-ridge direction. As shown in FIG. 11, the water-stopping material 7 of this embodiment is comprised of two rows of water-stopping packings 71 and 72 separated in the direction of the eaves ridge (the eave-side water-stopping packing is the first water-stopping packing). 71 and the water-stop packing on the ridge side is the second water-stop packing 72). Each of the water stop packings 71 and 72 includes a bottom water stop portion 721 and a pair of rising water stop portions 723, and is formed over the entire length of the bottom surface portion 411 and the pair of upright portions 412.

底止水部721は、底面部411に対応する部分に設けられる止水材である。底止水部721は、各立上止水部723に比べて、厚み方向(屋根面に直交する方向)に厚く形成されている(具体的には、約2倍の厚さに形成される)。本実施形態の底止水部721は、定型パッキンを2層重ねることで構成されている。   The bottom water stop portion 721 is a water stop material provided in a portion corresponding to the bottom surface portion 411. The bottom water stop portion 721 is formed thicker in the thickness direction (direction perpendicular to the roof surface) than each rising water stop portion 723 (specifically, it is formed to have a thickness about twice as large). . The bottom water stop portion 721 of the present embodiment is configured by stacking two layers of fixed packing.

底止水部721として、2層重ねたパッキンを用いる場合には、下層に、上層よりも幅広のパッキンを用いることが好ましい。これによって、底止水部721が施工時に倒れてしまうのを防ぐことができ、止水性が損なわれるのを抑制することができる。   When using two layers of packing as the bottom water stop portion 721, it is preferable to use a packing wider than the upper layer in the lower layer. Thereby, it can prevent that the bottom water stop part 721 falls down at the time of construction, and can suppress that water stoppage is impaired.

また、第1の止水パッキン71の底止水部721には、軒棟方向に貫通する通水部が設けられている。通水部は、底止水部721を下方から切り欠いた切欠部722により構成される。切欠部722は、底面部411の幅方向の複数箇所に設けられている。これにより、第1の止水パッキン71により止水できず且つ第2の止水パッキン72により止水された雨水を、軒側折板材4上に排水することができる。   Further, the bottom water stop portion 721 of the first water stop packing 71 is provided with a water passage portion penetrating in the eaves ridge direction. The water flow portion is configured by a cutout portion 722 in which the bottom water stop portion 721 is cut out from below. The notches 722 are provided at a plurality of locations in the width direction of the bottom surface portion 411. As a result, rainwater that cannot be stopped by the first water-stop packing 71 and stopped by the second water-stop packing 72 can be drained onto the eaves-side folded plate member 4.

このような構成の折板屋根構造は、図3に示すように、軒側折板材4と棟側折板材5と接続部分において、棟側折板材5の軒側の端部には、軒側折板材4と棟側折板材5との間の隙間を覆う止水フレーム8が取り付けられる。止水フレーム8は、棟側折板材5の軒側の端部の形状に沿って形成されている。なお、止水フレーム8は、棟側折板材5に固定されているが、軒側折板材4に対しては固定されていない。   As shown in FIG. 3, the folded plate roof structure having such a configuration is connected to the eaves side folded plate member 4 and the ridge side folded plate member 5 at the eave side end portion of the ridge side folded plate member 5. A water stop frame 8 is attached to cover the gap between the folded plate material 4 and the ridge side folded plate material 5. The still water frame 8 is formed along the shape of the end of the eaves side of the ridge-side folded plate material 5. The water stop frame 8 is fixed to the ridge-side folded plate material 5, but is not fixed to the eaves-side folded plate material 4.

〔効果〕
以上、説明したように、本実施形態の折板屋根構造は、下地に固定された第1の支持具3に支持された軒側折板材4と、軒側折板材4の棟側の端部に上方から重ねられ、下地に固定された第2の支持具6に支持された棟側折板材5とを備える。軒側折板材4と棟側折板材5とは互いに非拘束である。
〔effect〕
As described above, the folded plate roof structure of the present embodiment includes the eaves-side folded plate material 4 supported by the first support 3 fixed to the base, and the end of the eaves-side folded plate material 4 on the ridge side. And a ridge-side folded plate material 5 supported by a second support 6 fixed to the base from above. The eaves-side folded plate material 4 and the ridge-side folded plate material 5 are not bound to each other.

この構成によれば、軒側折板材4と棟側折板材5とに熱伸縮が生じても、軒側折板材4と棟側折板材5とが互いに非拘束であるため、軒側折板材4に生じる熱伸縮と、棟側折板材5に生じる熱伸縮とを独立させることができる。この結果、屋根面について軒棟方向の長さが長くても、折板屋根に生じる熱伸縮量を適切な範囲に収めることができる。   According to this configuration, even if thermal expansion and contraction occurs between the eaves side folded plate material 4 and the ridge side folded plate material 5, the eaves side folded plate material 4 and the ridge side folded plate material 5 are not restrained each other. The thermal expansion / contraction generated in 4 and the thermal expansion / contraction generated in the ridge-side folded plate material 5 can be made independent. As a result, even if the length of the roof surface in the eaves-ridge direction is long, the amount of thermal expansion and contraction that occurs on the folded-plate roof can be within an appropriate range.

また、本実施形態の折板屋根構造は、次の付加的な構成を備えることが好ましい。すなわち、本実施形態の折板屋根構造において、第1の支持具3には、軒側折板材4を支持する軒側折板材支持面が設けられる。第2の支持具6には、棟側折板材5を支持する棟側折板材支持面が設けられる。第2の支持具6は、下地から棟側折板材支持面までの高さが、下地から軒側折板材支持面までの高さよりも高くなるように構成されている。   Moreover, it is preferable that the folded-plate roof structure of this embodiment is equipped with the following additional structure. That is, in the folded plate roof structure of the present embodiment, the first support 3 is provided with an eaves side folded plate material support surface that supports the eaves side folded plate material 4. The second support 6 is provided with a ridge-side folded plate material support surface that supports the ridge-side folded plate material 5. The second support 6 is configured such that the height from the base to the ridge side folded plate material support surface is higher than the height from the base to the eaves side folded plate material support surface.

この構成によれば、第1の支持具3と第2の支持具6とを用いることで、軒側折板材4と棟側折板材5とを離して配置することができ、容易に、軒側折板材4と棟側折板材5とが互いに非拘束である状態を形成することができる。   According to this structure, the eaves side folded board material 4 and the ridge side folded board material 5 can be arrange | positioned apart by using the 1st support tool 3 and the 2nd support tool 6, and eaves can be easily carried out. It is possible to form a state in which the side folded plate material 4 and the ridge side folded plate material 5 are unconstrained with each other.

また、本実施形態の折板屋根構造は、次の付加的な構成を備えることが好ましい。すなわち、本実施形態の折板屋根構造において、第2の支持具6は、第1の支持具3の軒側折板材支持面に対し、スペーサ部材60が取り付けられて構成されている。スペーサ部材60の上面が棟側折板材支持面である。   Moreover, it is preferable that the folded-plate roof structure of this embodiment is equipped with the following additional structure. That is, in the folded plate roof structure of the present embodiment, the second support 6 is configured by attaching the spacer member 60 to the eaves-side folded plate material support surface of the first support 3. The upper surface of the spacer member 60 is a ridge side folded plate material support surface.

この構成によれば、第2の支持具6を、第1の支持具3を利用して形成することができるため、共通の部材を利用でき、在庫管理が容易となる。   According to this structure, since the 2nd support tool 6 can be formed using the 1st support tool 3, a common member can be utilized and inventory management becomes easy.

また、本実施形態の折板屋根構造は、次の付加的な構成を備えることが好ましい。すなわち、本実施形態の折板屋根構造において、軒側折板材4の棟側の端部と棟側折板材5の軒側の端部との間に、止水材7が配置されている。   Moreover, it is preferable that the folded-plate roof structure of this embodiment is equipped with the following additional structure. That is, in the folded-plate roof structure of this embodiment, the water stop material 7 is arrange | positioned between the edge part of the ridge side of the eaves side folded board material 4, and the edge part of the eaves side of the ridge side folded board material 5. FIG.

この構成によれば、軒側折板材4の棟側の端部と棟側折板材5の軒側の端部との間からの浸水を抑制することができる。   According to this configuration, it is possible to suppress inundation from between the ridge side end of the eaves side folded plate material 4 and the eave side end of the ridge side folded plate material 5.

また、本実施形態の折板屋根構造は、次の付加的な構成を備えることが好ましい。すなわち、本実施形態の折板屋根構造において、軒側折板材4は、長手方向が軒棟方向に平行で且つ幅方向が棟方向に平行な底面部411と、底面部411の幅方向の両端部から立ち上げられた一対の立上部412とを備える。止水材7が底面部411及び一対の立上部412にわたって設けられている。止水材7には、底面部411に対応する部分に軒棟方向に貫通する通水部が設けられている。   Moreover, it is preferable that the folded-plate roof structure of this embodiment is equipped with the following additional structure. That is, in the folded-plate roof structure of the present embodiment, the eaves-side folded plate material 4 includes a bottom surface portion 411 having a longitudinal direction parallel to the eave building direction and a width direction parallel to the building direction, and both ends of the bottom surface portion 411 in the width direction. And a pair of raised portions 412 raised from the section. The water stop material 7 is provided over the bottom surface portion 411 and the pair of upright portions 412. The water blocking material 7 is provided with a water passing portion that penetrates in the eaves-ridge direction at a portion corresponding to the bottom surface portion 411.

この構成によれば、万が一、止水材7を超えて水が浸入した場合でも、通水部を介して、軒側に排水することができる。   According to this configuration, even if water intrudes beyond the water blocking material 7, it can be drained to the eaves side through the water passage.

また、本実施形態の折板屋根構造は、次の付加的な構成を備えることが好ましい。すなわち、本実施形態の折板屋根構造において、軒側折板材4及び棟側折板材5は、ハゼ式の折板材により構成されている。   Moreover, it is preferable that the folded-plate roof structure of this embodiment is equipped with the following additional structure. That is, in the folded-plate roof structure of this embodiment, the eaves-side folded board material 4 and the ridge-side folded board material 5 are comprised with a goby type folded board material.

この構成によれば、棟方向に隣り合う折板材同士を強固に連結することができる構造であっても、軒側折板材4と棟側折板材5とが互いに非拘束な状態で接続することで、熱伸縮量を抑制できる。   According to this configuration, the eaves side folded plate material 4 and the ridge side folded plate material 5 are connected to each other in an unconstrained state even if the folded plate materials adjacent in the ridge direction can be firmly connected to each other. Thus, the amount of thermal expansion and contraction can be suppressed.

〔変形例〕
上記実施形態の折板屋根構造は、軒側折板材4の棟側の端部に止水材7が接着されたが、止水材7は、例えば、以下のような構成であってもよい。
[Modification]
In the folded plate roof structure of the above embodiment, the water blocking material 7 is bonded to the end of the eaves side folded plate material 4 on the ridge side, but the water blocking material 7 may have the following configuration, for example. .

変形例の止水材7は、図12に示すように、止水プレート9に設けられている。止水プレート9は、棟側折板材5と軒側折板材4との間に挟まれている。止水プレート9は、止水板本体91と、止水板本体91の上面及び下面に接着された止水材7とを備えている。   The water stop material 7 of the modification is provided on the water stop plate 9 as shown in FIG. The water stop plate 9 is sandwiched between the ridge side folded board material 5 and the eaves side folded board material 4. The water stop plate 9 includes a water stop plate main body 91 and a water stop material 7 bonded to the upper and lower surfaces of the water stop plate main body 91.

止水板本体91は、軒側折板材4と棟側折板材5との断面形状と略同じ形状に形成された金属板により構成される。止水板本体91には、厚み方向に貫通する複数の水抜き孔92が形成されている。水抜き孔92は、後述の第1の止水パッキン71と第2の止水パッキン72との間に設けられている。   The water stop plate main body 91 is configured by a metal plate formed in substantially the same shape as the cross-sectional shape of the eaves side folded plate material 4 and the ridge side folded plate material 5. The water stop plate body 91 is formed with a plurality of drain holes 92 penetrating in the thickness direction. The drain hole 92 is provided between a first water stop packing 71 and a second water stop packing 72 which will be described later.

止水板本体91には、軒棟方向に交差する方向に延びる突条93が形成されている。突条93は、軒棟方向に複数設けられており、上側に突出して先端が棟側折板材に近接する突条と、下側に突出して先端が軒側折板材に近接する突条とを備えている。   On the waterstop plate main body 91, a ridge 93 extending in a direction intersecting the eaves-ridge direction is formed. A plurality of ridges 93 are provided in the eaves ridge direction, and a ridge protruding upward and having a tip close to the ridge-side folded plate material, and a ridge protruding downward and having a tip close to the eave-side folded plate material. I have.

止水材7は、軒側折板材4において底面部411及び一対の立上部412に対応する位置に連続して設けられている。止水材7は、上記実施形態と同様、第1の止水パッキン71と、第2の止水パッキン72とを備えており、これらは軒棟方向に離れている。   The water blocking material 7 is provided continuously at positions corresponding to the bottom surface portion 411 and the pair of raised portions 412 in the eaves side folded plate material 4. The water stop material 7 is provided with the 1st water stop packing 71 and the 2nd water stop packing 72 similarly to the said embodiment, and these are separated in the eaves-ridge direction.

また、特に図示しないが、止水板本体91の下面に設けられた止水材7には、軒棟方向に貫通する通水部が形成されている。通水部は、止水材7の一部を切り欠いて形成されており、止水材7により区画される軒側の空間と棟側の空間とを軒棟方向に連通する。これにより、止水板本体91の水抜き孔92を通って下方に流下した雨水を、軒側に排水することができる。   Further, although not particularly illustrated, the water stop material 7 provided on the lower surface of the water stop plate main body 91 is formed with a water passage portion penetrating in the eaves-ridge direction. The water flow portion is formed by cutting out a part of the water-stopping material 7 and communicates the eave-side space partitioned by the water-stopping material 7 and the building-side space in the eaves-ridge direction. Thereby, the rain water which flowed down through the drain hole 92 of the water blocking plate main body 91 can be drained to the eaves side.

本変形例の折板屋根構造は、上記実施形態のように軒側折板材4に接着される止水材7に代えて、止水プレート9が用いられる。止水プレート9には、複数の突条93が設けられているため、雨水が第1の止水パッキン71を超えて浸入しても、突条93によって雨水を堰き止めることができる。従って、軒側折板材4の端部にプレス加工を施すことなく突条を設けることができ、容易に止水性を向上させることができる。   The folded plate roof structure of the present modification uses a water stop plate 9 instead of the water stop material 7 bonded to the eaves side folded plate material 4 as in the above embodiment. Since the plurality of protrusions 93 are provided on the water stop plate 9, the rainwater can be blocked by the protrusions 93 even if rainwater enters beyond the first water stop packing 71. Therefore, a protrusion can be provided in the edge part of the eaves-side folded board material 4 without performing a press work, and a water stop can be improved easily.

〔応用〕
上記実施形態の折板屋根構造は、棟側折板材5の全体を、第2の支持具6で支持するように構成されたが、棟側折板材5の軒側端部のみを第2の支持具6で支持し、他の部分については、第2の支持具6よりも高さの低い支持具(例えば、第1の支持具3)で支持してもよい。
〔application〕
Although the folded-plate roof structure of the said embodiment was comprised so that the whole ridge-side folded board material 5 might be supported by the 2nd support tool 6, only the eaves-side edge part of the ridge-side folded board material 5 is 2nd. You may support with the support tool 6 and you may support another part with the support tool (for example, 1st support tool 3) whose height is lower than the 2nd support tool 6.

上記実施形態の止水材7は、定型パッキンを2層重ねることで構成されたが、これに限定されない。例えば、型抜きして形成された一体の止水材7により構成されてもよい。また、上記実施形態の止水材7は、2つの止水パッキン71,72により構成されたが、3列以上の止水パッキンを備えていてもよく、上記実施形態に限定されない。   Although the water stop material 7 of the said embodiment was comprised by stacking two layers of fixed packing, it is not limited to this. For example, you may be comprised by the integral water stop material 7 formed by die-cutting. Moreover, although the water stop material 7 of the said embodiment was comprised by the two water stop packings 71 and 72, it may be provided with the water stop packing of 3 or more rows, and is not limited to the said embodiment.

上記実施形態の折板屋根構造は、下屋根1と上屋根2との二重折板屋根の構造であったが、下屋根1が設けられず、下屋根1に代えて、屋根下地に直接、上屋根2を施工してもよい。この場合、第1の支持具3としてタイトフレーム11を用い、第2の支持具6として、第1の支持具3としてのタイトフレーム11をスペーサにより嵩上げしたものを用いてもよい。   Although the folded-plate roof structure of the said embodiment was a double folded-plate roof structure of the lower roof 1 and the upper roof 2, the lower roof 1 is not provided and it replaces with the lower roof 1 and is directly on a roof base | substrate. The upper roof 2 may be constructed. In this case, the tight frame 11 may be used as the first support 3 and the tight frame 11 as the first support 3 may be raised by a spacer as the second support 6.

その他、上記実施形態の構成は、本発明の主旨を逸脱しない範囲であれば、適宜設計変更を行うことができる。   In addition, the configuration of the above-described embodiment can be appropriately modified as long as it does not depart from the gist of the present invention.

3 第1の支持具
4 軒側折板材
411 底面部
412 立上部
5 棟側折板材
6 第2の支持具
60 スペーサ部材
7 止水材
722 切欠部(通水部)
Reference Signs List 3 First support 4 Eave side folded plate material 411 Bottom surface portion 412 Upper part 5 Building side folded plate material 6 Second support 60 Spacer member 7 Water-stopping material 722 Notch (water flow portion)

Claims (6)

下地に固定された第1の支持具に支持された軒側折板材と、
前記軒側折板材の棟側の端部に上方から重ねられ、前記下地に固定された第2の支持具に支持された棟側折板材と
を備え、
前記軒側折板材と前記棟側折板材とは互いに非拘束である
ことを特徴とする折板屋根構造。
An eaves-side folded plate material supported by a first support fixed to the base;
A ridge-side folded plate material that is overlapped from above on the end of the eaves-side folded plate material and supported by a second support fixed to the base;
The folded-plate roof structure, wherein the eaves-side folded plate material and the ridge-side folded plate material are unconstrained with each other.
前記第1の支持具には、前記軒側折板材を支持する軒側折板材支持面が設けられると共に、
前記第2の支持具には、前記棟側折板材を支持する棟側折板材支持面が設けられ、
前記第2の支持具は、前記下地から前記棟側折板材支持面までの高さが、前記下地から前記軒側折板材支持面までの高さよりも高くなるように構成されている
ことを特徴とする請求項1記載の折板屋根構造。
The first support tool is provided with an eaves side folded plate material support surface for supporting the eaves side folded plate material,
The second support tool is provided with a ridge-side folded plate material support surface that supports the ridge-side folded plate material,
The second support is configured such that a height from the base to the ridge side folded plate material support surface is higher than a height from the base to the eaves side folded plate material support surface. The folded plate roof structure according to claim 1.
前記第2の支持具は、前記第1の支持具の前記軒側折板材支持面に対し、スペーサ部材が取り付けられて構成されており、
前記スペーサ部材の上面が前記棟側折板材支持面である
ことを特徴とする請求項2記載の折板屋根構造。
The second support tool is configured by attaching a spacer member to the eaves side folded plate material support surface of the first support tool,
The folded plate roof structure according to claim 2, wherein an upper surface of the spacer member is the ridge side folded plate material support surface.
前記軒側折板材の棟側の端部と前記棟側折板材の軒側の端部との間に、止水材が配置されている
ことを特徴とする請求項1〜3のいずれか一項に記載の折板屋根構造。
The waterstop material is arrange | positioned between the edge part of the ridge side of the said eaves side folded board material, and the edge part of the eaves side of the said ridge side folded board material, The any one of Claims 1-3 characterized by the above-mentioned. The folded-plate roof structure as described in a term.
前記軒側折板材は、
長手方向が軒棟方向に平行で且つ幅方向が棟方向に平行な底面部と、
前記底面部の幅方向の両端部から立ち上げられた一対の立上部と
を備え、
前記止水材が前記底面部及び前記一対の立上部にわたって設けられており、
前記止水材には、前記底面部に対応する部分に軒棟方向に連通する通水部が設けられている
ことを特徴とする請求項4記載の折板屋根構造。
The eaves side folded plate material is
A bottom surface portion whose longitudinal direction is parallel to the eaves ridge direction and whose width direction is parallel to the ridge direction;
A pair of raised portions raised from both ends in the width direction of the bottom portion,
The water stop material is provided over the bottom surface portion and the pair of raised portions,
The folded plate roof structure according to claim 4, wherein the water blocking material is provided with a water passing portion that communicates in the eaves-ridge direction at a portion corresponding to the bottom surface portion.
前記軒側折板材及び前記棟側折板材は、ハゼ式の折板材により構成されている
ことを特徴とする請求項1〜5のいずれか一項に記載の折板屋根構造。
The folded plate roof structure according to any one of claims 1 to 5, wherein the eaves side folded plate material and the ridge side folded plate material are made of goby type folded plate materials.
JP2017042259A 2017-03-06 2017-03-06 Folded plate roof structure Active JP6974013B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021025263A (en) * 2019-08-02 2021-02-22 日鉄鋼板株式会社 Connection structure for roofing material
AU2022271394B1 (en) * 2022-09-08 2023-02-02 Paul Addison Sealing and Connecting Device for Overlapping Roof Sheeting

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10245941A (en) * 1997-03-04 1998-09-14 Daido Steel Sheet Corp Roof plate connecting structure
JP2014132153A (en) * 2012-12-05 2014-07-17 Nippon Steel & Sumikin Coated Sheet Corp Metallic roof structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10245941A (en) * 1997-03-04 1998-09-14 Daido Steel Sheet Corp Roof plate connecting structure
JP2014132153A (en) * 2012-12-05 2014-07-17 Nippon Steel & Sumikin Coated Sheet Corp Metallic roof structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021025263A (en) * 2019-08-02 2021-02-22 日鉄鋼板株式会社 Connection structure for roofing material
JP7349091B2 (en) 2019-08-02 2023-09-22 日鉄鋼板株式会社 Roofing material connection structure
AU2022271394B1 (en) * 2022-09-08 2023-02-02 Paul Addison Sealing and Connecting Device for Overlapping Roof Sheeting
WO2024050592A1 (en) * 2022-09-08 2024-03-14 Paul Addison Sealing and connecting device for overlapping roof sheeting

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