JP2007303190A - Beam steel frame in ceiling for repairing roof and ceiling member fitting-in structure - Google Patents

Beam steel frame in ceiling for repairing roof and ceiling member fitting-in structure Download PDF

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JP2007303190A
JP2007303190A JP2006133549A JP2006133549A JP2007303190A JP 2007303190 A JP2007303190 A JP 2007303190A JP 2006133549 A JP2006133549 A JP 2006133549A JP 2006133549 A JP2006133549 A JP 2006133549A JP 2007303190 A JP2007303190 A JP 2007303190A
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ceiling
roof
purlin
ceiling material
steel frame
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JP4217249B2 (en
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Takashi Yanai
貴司 柳井
Yasuhiro Inoue
康寛 井上
Masashi Shimizu
正志 清水
Akinori Haniyu
昭紀 羽生
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Yodogawa Steel Works Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a beam steel frame and a ceiling member fitting-in structure capable of preventing occurrence of a clearance between the beam steel frame supporting a purlin and a roof member and achieving satisfactory construction property in a ceiling for repairing roof by hiding a lower face of the existing roof by the ceiling. <P>SOLUTION: In this ceiling C for repairing roof constructed below the existing roof constituted by constructing the roof member on the steel-made purlin 1 in a condition in which it is inclined along the existing roof, ceiling cornices 17A, 17B, 17C, 17D forming fitting parts b in which end parts of ceiling members 16 are inserted so as to slide freely in the in-plane direction are provided among the beam steel frames 10, 11 supporting the purlin 1 and the ceiling member 16 attached to a lower part of the purlin 1 to block a clearance among the beam steel frames 10, 11 and the ceiling member 16 by the ceiling cornices. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、鋼製の母屋桁に屋根材(例えば折板屋根材や石綿スレート屋根材)を架設して成る既設屋根の下面を天井で隠蔽するようにした屋根改修用天井における梁鉄骨と天井材の納まり構造に関する。   The present invention relates to a beam steel frame and a ceiling in a roof for roof repair, in which the lower surface of an existing roof formed by laying a roof material (for example, folded-plate roof material or asbestos slate roof material) on a steel purlin beam is concealed by the ceiling. Concerning the material storage structure.

例えば、既設の石綿スレート屋根の上面を隠蔽してアスベストの封じ込めを行うようにした石綿スレート屋根の改修工法としては、特許文献1のように、鋼製の母屋桁に架設した石綿スレート屋根材を、当該母屋桁に下部を係止させたフックボルトとそれに螺合するナットとで固定した既存の石綿スレート屋根はそのままで、その上に、金属折板屋根を被せて施工する石綿スレート屋根の改修工法が既に確立している。   For example, as an asbestos slate roof renovation method that conceals the upper surface of an existing asbestos slate roof to contain asbestos, as disclosed in Patent Document 1, an asbestos slate roof material constructed on a steel purlin girder is used. The existing asbestos slate roof fixed with the hook bolt locked to the purlin girder and the nut to be screwed to it remains as it is, and the asbestos slate roof is constructed with a metal folded plate roof on top of it. The construction method has already been established.

この工法は、既存石綿スレート屋根を撤去して、新たにノンアスベストスレートで仕上げる葺き替え工法に比べると、撤去時のアスベスト飛散、廃棄物処理など多くの面で優れており、また既存石綿スレート屋根の表面の汚れや劣化物を除去(高圧洗浄)して塗装で仕上げる塗装工法に比べると、耐用年数(アスベスト封じ込めの期間)において遥かに優れている。   This method is superior in many aspects, such as asbestos scattering and waste treatment, when compared with the refurbishing method that removes the existing asbestos slate roof and finishes with new non-asbestos slate. Compared to the coating method, which removes dirt and deteriorated surfaces (high pressure cleaning) and finishes by painting, it has much longer service life (asbestos containment period).

しかし、この工法を石綿スレート屋根の下面が天井で覆われていない既存建屋に採用した場合、石綿スレート屋根の下面側についての何らかのアスベスト対策が必要となる。この対策としては、天井を構築することが最も有効であり、塗膜厚が薄くてアスベスト封じ込め期間が短い塗装工法よりも現実的であると考えられている。   However, when this construction method is adopted in an existing building where the bottom surface of the asbestos slate roof is not covered with the ceiling, some asbestos countermeasure is required on the bottom surface side of the asbestos slate roof. As a countermeasure, building a ceiling is the most effective, and it is considered more realistic than a painting method with a thin coating thickness and a short asbestos containment period.

しかしながら、石綿スレート屋根の下面が天井で覆われていない既存建屋に天井を構築するにあたって、例えば、特許文献2,3に見られるような一般的な工法によって天井を施工すると、次のような問題点を招来することになる。   However, when constructing a ceiling in an existing building where the bottom surface of the asbestos slate roof is not covered with the ceiling, for example, when the ceiling is constructed by a general construction method as seen in Patent Documents 2 and 3, the following problems A point will be invited.

第一に、石綿スレート屋根材を支持する母屋桁に吊りボルトを介して吊下げ支持された野縁受けと、それらに直交状態に取り付けた野縁とで水平な天井下地を構成し、この天井下地に天井材を取り付けて、水平な天井を構築することになるから、排水勾配の付いた石綿スレート屋根と水平な天井との間に広い天井裏空間が形成される分、建屋内の利用可能な空間が狭められることになる。   First, a horizontal ceiling foundation is formed by a field edge receiver that is suspended and supported by suspension bolts on a purlin girder that supports asbestos slate roofing material, and a field edge that is attached perpendicularly to them. Since a horizontal ceiling is constructed by attaching ceiling materials to the base, a wide ceiling space is formed between the asbestos slate roof with a drainage gradient and the horizontal ceiling, so it can be used inside the building. Space will be narrowed.

第二に、既存の石綿スレート屋根の上に金属折板屋根を被せて施工することによって屋根の荷重が増大しているところに、野縁受けと野縁からなる天井下地の重量が付加されることになり、大掛かりな構造補強が必要になる。   Secondly, the weight of the ceiling base consisting of the field edge holder and the field edge is added to the place where the load of the roof is increased by covering the existing asbestos slate roof with the metal folded plate roof. As a result, large-scale structural reinforcement is required.

第三に、天井材又は天井材保持金具を野縁にビス止めすることになるので、現場でのドリルによるビス孔の加工が必要であり、ビス孔加工時の振動により粉塵が発生するので、粉塵中のアスベストの有無(アスベスト飛散)が問題となる。   Thirdly, since the ceiling material or ceiling material holding metal fitting will be screwed to the edge, it is necessary to process the screw hole with a drill on site, and dust is generated due to vibration during screw hole processing. The presence or absence of asbestos in the dust (asbestos scattering) becomes a problem.

このような問題点を踏まえて、本発明者は、鋼製の母屋桁に架設した屋根材を、当該母屋桁に下部を係止させたフックボルトとそれに螺合するナットとで固定した既設の屋根の下面を天井で隠蔽するにあたり、野縁受けと野縁からなる天井下地を不要にすると共に、母屋桁等に対するビス孔の加工を不要にして、ビス孔加工やその振動に起因する粉塵の発生やビス孔の加工による強度低下の心配をなくし、しかも、既存建屋内の利用可能な空間をさほど狭めることなく天井を容易かつ短期間に構築できるようにした屋根の改修工法を開発し、特願2006−82928として既に提案している。   In light of such problems, the present inventor fixed an existing roof material installed on a steel purlin beam with a hook bolt that locks the lower part of the main purlin beam and a nut that is screwed to the hook bolt. In order to conceal the lower surface of the roof with the ceiling, there is no need for a ceiling base composed of a field guard and a field edge, and there is no need to machine screw holes for purlins, etc. We have developed a roof refurbishment method that eliminates concerns about strength reduction due to generation and screw hole processing, and allows the ceiling to be constructed easily and in a short period of time without significantly reducing the available space in the existing building. It has already been proposed as application 2006-82928.

この工法は、鋼製の母屋桁に架設した屋根材を、当該母屋桁に下部を係止させたフックボルトとそれに螺合するナットとで固定した既設の屋根の下面を天井で隠蔽する屋根の改修工法であって、前記母屋桁及び/又はフックボルトに係止する吊下げ支持用の係止部と母屋桁の長手方向に開口した天井材保持用の溝部とが形成された複数個の吊り金具と、母屋桁の長手方向に並べて配置され、隣接し合う側縁に互いに嵌合し合う雌雄の嵌合部が形成された複数枚の天井材とを使用し、係止部を母屋桁及び/又はフックボルトに引っ掛けることによって、吊り金具を母屋桁にその長手方向適当間隔おきに吊り下げ支持させ、各吊り金具の溝部に天井材の側縁を挿入して、既設の屋根に沿って傾斜した天井を構築することを特徴としている。   In this method, the roof material installed on the steel purlin is covered with a hook bolt that locks the lower part of the main purlin and the nut that is screwed to it. A plurality of suspending methods, wherein a suspension supporting locking portion that is locked to the purlin girder and / or hook bolt and a ceiling material retaining groove that opens in the longitudinal direction of the purlin girder are formed. Metal fittings and a plurality of ceiling members that are arranged side by side in the longitudinal direction of the purlin, and are formed with male and female mating portions that fit together on adjacent side edges, and the locking portion is the purlin and Hang the hooks on the main girders at appropriate intervals in the longitudinal direction by hooking them to the hook bolts, insert the side edges of the ceiling material into the grooves of each hanging bracket, and incline along the existing roof It is characterized by constructing a ceiling that has been made.

特許第3484630号公報Japanese Patent No. 3484630 特公平6−10381号公報Japanese Patent Publication No. 6-10381 実公平7−34989号公報No. 7-34989

ところで、上述した屋根の改修工法は、天井材として、例えば、幅方向の一側縁に雄型嵌合部が形成され、他側縁にそれに対応する雌型嵌合部が形成されているカラー鋼板製サイディング、カラー鋼板とその片面に積層した断熱材とからなるサイディング、表裏のカラー鋼板とその間に介在された断熱材とからなるサイディング等を使用する場合、それらの横幅(働き幅)や長さが何種類かに限られた規格品であっても、一般部においては、施工上、何の問題もないが、梁鉄骨との取り合い部においては、次のような問題が生じる可能性がある。   By the way, in the roof renovation method described above, as a ceiling material, for example, a collar in which a male fitting portion is formed on one side edge in the width direction and a corresponding female fitting portion is formed on the other side edge. When using siding made of steel plate siding, color steel plate and heat insulating material laminated on one side, siding made of front and back color steel plate and heat insulating material interposed between them, their width (working width) and length Even if it is a standard product with a limited number of types, there is no problem in construction in the general part, but the following problems may occur in the joint part with the beam steel frame. is there.

即ち、母屋桁は、母屋桁と直交する梁鉄骨や棟と平行な梁鉄骨で支持されているのが普通であるから、梁鉄骨のスパンによっては、横幅が一定のサイディング(天井材)を母屋桁長手方向に割り付けて行くと、梁鉄骨と端部のサイディング(天井材)との間に隙間が生じることがある。また、長さが限られた規格品サイディング(天井材)では、棟と平行な梁鉄骨とサイディング(天井材)の長手方向端部との間に隙間が生じることがある。   In other words, the purlin girder is usually supported by a beam steel frame that is orthogonal to the purlin girder and a beam steel frame that is parallel to the ridge. Therefore, depending on the span of the beam steel frame, a siding (ceiling material) with a constant horizontal width may be used. If it is assigned in the longitudinal direction of the girder, a gap may be formed between the beam steel frame and the siding (ceiling material) at the end. Moreover, in the standard product siding (ceiling material) with a limited length, a gap may be formed between the beam steel frame parallel to the ridge and the longitudinal end of the siding (ceiling material).

本発明は、梁鉄骨との取り合い部におけるこのような問題点を解決したものであり、天井材として、例えば、幅方向の一側縁に雄型嵌合部が形成され、他側縁にそれに対応する雌型嵌合部が形成されているカラー鋼板製サイディング、カラー鋼板とその片面に積層した断熱材とからなるサイディング、表裏のカラー鋼板とその間に介在された断熱材とからなるサイディング等を使用しても、母屋桁を支持する梁鉄骨と屋根材との間に隙間が生じないようにした施工性の良い屋根改修用天井における梁鉄骨と天井材の納まり構造を提供することを目的とする。   The present invention solves such a problem in the joint portion with the beam steel frame, and as a ceiling material, for example, a male fitting portion is formed on one side edge in the width direction, and the other side edge has it. Color steel siding with corresponding female fittings, siding consisting of color steel plate and heat insulating material laminated on one side, siding consisting of front and back color steel plate and heat insulating material interposed between them The purpose of the present invention is to provide a construction structure for the beam steel frame and the ceiling material in the roof repair ceiling with good workability so that there is no gap between the beam steel frame and the roof material that supports the purlin girder even if it is used. To do.

上記の目的を達成するために、本発明は、鋼製の母屋桁に屋根材を架設して成る既設屋根の下方に、当該既設屋根に沿って傾斜した天井を構築した屋根改修用天井において、母屋桁を支持する梁鉄骨と母屋桁の下部に取り付けられた天井材との間に、天井材の端部を面内方向スライド自在に差し込む嵌合部が形成された廻り縁を設けて、梁鉄骨と天井材との隙間を廻り縁で閉塞したものである。   In order to achieve the above object, the present invention provides a roof renovation ceiling in which a ceiling inclined along the existing roof is constructed below an existing roof formed by laying a roofing material on a steel purlin girder. Between the beam steel frame that supports the purlin girder and the ceiling material attached to the lower part of the purlin girder, there is a surrounding edge in which a fitting portion is formed to insert the end of the ceiling material so as to be slidable in the in-plane direction. The gap between the steel frame and the ceiling material is closed around the periphery.

具体的には、請求項2に記載の発明による屋根改修用天井における梁鉄骨と天井材の納まり構造では、鋼製の母屋桁に屋根材を架設して成る既設屋根の下方に、当該既設屋根に沿って傾斜した天井を構築した屋根改修用天井において、母屋桁を支持するH型鋼製の梁鉄骨の上フランジ部と母屋桁の下部に取り付けられた天井材との間に、上フランジ部を面内方向スライド自在に差し込む嵌合部と、天井材の端部を面内方向スライド自在に差し込む嵌合部とが形成された廻り縁を設け、梁鉄骨の上フランジ部と天井材との隙間を廻り縁で閉塞している。   Specifically, in the storage structure of the beam steel frame and the ceiling material in the roof for roof repair according to the invention described in claim 2, the existing roof is provided below the existing roof formed by laying the roof material on the steel purlin girder. The upper flange part between the upper flange part of the H-steel beam steel frame supporting the purlin girder and the ceiling material attached to the lower part of the purlin girder Is provided with a surrounding edge formed with a fitting portion for slidably inserting in the in-plane direction and a fitting portion for inserting the end portion of the ceiling material in a slidable manner in the in-plane direction. The gap is closed around the gap.

請求項3に記載の発明による屋根改修用天井における梁鉄骨と天井材の納まり構造では、C型鋼製の母屋桁に屋根材を架設して成る既設屋根の下方に、当該既設屋根に沿って傾斜した天井を構築した屋根改修用天井において、母屋桁を支持するH型鋼製の梁鉄骨の上フランジ部と母屋桁の下部に取り付けられた天井材との間に、天井材の端部を面内方向スライド自在に差し込む嵌合部が形成された廻り縁を、母屋桁の下側リップと係合する係止部を介して母屋桁に吊下げ支持された状態に設け、梁鉄骨の上フランジ部と天井材との隙間を廻り縁で閉塞している。   In the storage structure of the beam steel frame and the ceiling material in the roof for roof repair according to the invention of claim 3, along the existing roof, below the existing roof formed by laying the roof material on the C-shaped steel purlin In the roof renovation ceiling constructed with an inclined ceiling, the end of the ceiling material is placed between the upper flange part of the H-shaped steel beam steel frame supporting the purlin beam and the ceiling material attached to the lower part of the purlin beam The surrounding edge where the fitting part to be slidable in the in-plane direction is formed is suspended and supported by the purlin girder via the locking part that engages the lower lip of the purlin girder. The gap between the flange and the ceiling material is closed around the periphery.

尚、請求項3に記載の発明において、係止部としては、廻り縁に一体的に連設したものであってもよく(請求項4)、廻り縁に対して着脱可能な金具に設けたものであってよい(請求項5)。   In the invention according to claim 3, the locking portion may be integrally connected to the surrounding edge (invention 4), and is provided on a metal fitting that can be attached to and detached from the surrounding edge. (Claim 5).

上記の構成によれば、廻り縁に天井材の端部を面内方向スライド自在に差し込む嵌合部が形成されているので、母屋桁を支持する梁鉄骨と天井材の端部との間に隙間が生じるような場合であっても、嵌合部に対する天井材端部の差込み量を調整することで、上記の隙間を無くすことができる。   According to said structure, since the fitting part which inserts the edge part of a ceiling material in the surrounding edge so that sliding is possible in an in-plane direction is formed, it is between the beam steel frame which supports a purlin girder, and the edge part of a ceiling material. Even when a gap is generated, the gap can be eliminated by adjusting the amount of insertion of the end of the ceiling member with respect to the fitting portion.

請求項2に記載の発明の構成によれば、棟と平行なH型鋼製の梁鉄骨の上フランジ部と母屋桁の下部に取り付けられた天井材の長手方向端部との隙間を閉塞できる。しかも、廻り縁に形成された一方の嵌合部を上フランジ部に差し込み、他方の嵌合部に天井材の端部を差し込むという溶接やビス止めが不要な単純な作業によって施工できる。   According to the structure of invention of Claim 2, the clearance gap between the longitudinal direction edge part of the ceiling material attached to the upper flange part of the beam steel frame made from H-shaped steel parallel to a ridge and the lower part of a purlin beam can be obstruct | occluded. . Moreover, it can be constructed by a simple operation that does not require welding or screwing, in which one fitting portion formed at the peripheral edge is inserted into the upper flange portion and the end portion of the ceiling material is inserted into the other fitting portion.

請求項3に記載の発明の構成によれば、母屋桁と直交するH型鋼製の梁鉄骨の上フランジ部と母屋桁の下部に取り付けられた天井材の側縁との隙間を閉塞できる。しかも、廻り縁に形成された嵌合部に天井材の側縁を差し込み、係止部をC型鋼製の母屋桁の下側リップに係合させるという溶接やビス止めが不要な単純な作業によって施工できる。   According to the structure of invention of Claim 3, the clearance gap between the upper flange part of the beam steel frame made from H-shaped steel orthogonal to a purlin beam and the side edge of the ceiling material attached to the lower part of the purlin beam can be obstruct | occluded. In addition, a simple work that does not require welding or screwing, such as inserting the side edge of the ceiling material into the fitting part formed at the peripheral edge and engaging the locking part with the lower lip of the C-shaped steel purlin. It can be constructed by.

このように、本発明によれば、溶接やビス止めが不要な単純な作業によって、梁鉄骨と天井材との隙間を閉塞できるので、例えば、既設の石綿スレート屋根の上面を折版屋根で隠蔽してアスベストの封じ込めを行う前に、既設の石綿スレート屋根の下面を容易かつ迅速に天井で隙間なく覆うことができ、従って、折版屋根の施工時における屋内側へのアスベスト飛散を防止できることになり、アスベスト対策として極めて有効である。   As described above, according to the present invention, the gap between the beam steel frame and the ceiling material can be closed by a simple operation that does not require welding or screwing. For example, the upper surface of an existing asbestos slate roof is concealed with a folding roof. Before asbestos containment, the lower surface of the existing asbestos slate roof can be easily and quickly covered with a ceiling without any gaps, so that it is possible to prevent asbestos from being scattered indoors during the construction of the folding roof. Therefore, it is extremely effective as an asbestos countermeasure.

図1〜図4は、既存の石綿スレート屋根Aはそのままで、その上に、金属折板屋根Bを被せて施工した既存建屋を対象にして、金属折板屋根Bの施工に先立って既存の石綿スレート屋根Aの下面を屋根改修用天井Cで隠蔽した例を示す。石綿スレート屋根Aは、図5に示すように、C型鋼(リップ溝形鋼)よりなる母屋桁1に架設した断面波形の石綿スレート製屋根材2を、当該母屋桁1の上側リップ部分1aに下部を係止させたフックボルト3とそれに螺合するナット4とで固定して構成されている。金属折板屋根Bは、例えば、フックボルト3の上端に螺着した長ナット5によってサドル部材6を石綿スレート製屋根材2の山部に固定し、サドル部材6にビス止めした通し母屋7に折板屋根材8をボルト9で固定することによって施工される。10は棟と平行なH型鋼製の梁鉄骨、11はそれと直角な、つまり、母屋桁1と直交するH型鋼製の梁鉄骨であり、母屋桁1はこれらの梁鉄骨10,11によって支持されている。   1-4, the existing asbestos slate roof A is left as it is, and the existing building prior to the construction of the metal folded plate roof B is applied to an existing building constructed by covering the metal folded plate roof B thereon. The example which concealed the lower surface of the asbestos slate roof A with the ceiling C for roof repair is shown. Asbestos slate roof A, as shown in FIG. 5, asbestos slate roof material 2 having a corrugated cross section erected on purlin 1 made of C-shaped steel (lip groove steel) is applied to upper lip portion 1 a of purlin 1. It is configured to be fixed by a hook bolt 3 with which a lower part is locked and a nut 4 screwed into the hook bolt 3. For example, the metal folded plate roof B is fixed to a through main purlin 7 fixed to the peak portion of the roof material 2 made of asbestos slate by a long nut 5 screwed to the upper end of the hook bolt 3 and screwed to the saddle member 6. It is constructed by fixing the folded plate roofing material 8 with bolts 9. Reference numeral 10 denotes a beam steel frame made of H-shaped steel parallel to the ridge, 11 is a beam steel frame made of H-shaped steel perpendicular to the main building beam 1, that is, perpendicular to the main beam 1, and the main beam 1 is formed by these beam steel frames 10 and 11. It is supported.

そして、前記石綿スレート屋根Aの下面を屋根改修用の天井Cで隠蔽して、アスベストの屋内からの封じ込めを行うにあたり、前記母屋桁1の下側リップ部分1bに係止する吊下げ支持用の係止部12と母屋桁1の長手方向に開口した天井材保持用の溝部13とが形成された複数個の吊り金具14と、母屋桁1の長手方向に並べて配置され、隣接し合う側縁に互いに嵌合し合う雌雄の嵌合部15a,15bが形成された複数枚の天井材16とを使用し、係止部12を母屋桁1の下側リップ部分1bに引っ掛けることによって、吊り金具14を母屋桁1にその長手方向適当間隔おきに吊り下げ支持させ、各吊り金具14の溝部13に天井材16側縁の嵌合部15a,15bを挿入して、石綿スレート屋根Aに沿って傾斜した天井Cを構築している。   Then, when the asbestos slate roof A is concealed with a ceiling C for roof renovation and the asbestos is contained from the inside, the suspension support for locking to the lower lip portion 1b of the purlin beam 1 is used. Adjacent side edges that are arranged side by side in the longitudinal direction of the purlin beam 1 and a plurality of hanging metal fittings 14 formed with the locking portion 12 and the groove 13 for holding the ceiling material opened in the longitudinal direction of the purlin beam 1 And a plurality of ceiling members 16 formed with male and female fitting portions 15a and 15b that are fitted to each other, and the latching portion 12 is hooked on the lower lip portion 1b of the purlin girder 1 to thereby suspend the bracket. 14 is suspended and supported on the purlin 1 at appropriate intervals in the longitudinal direction, and the fitting portions 15a and 15b on the side edges of the ceiling material 16 are inserted into the groove portions 13 of the respective suspension fittings 14 along the asbestos slate roof A. Building an inclined ceiling C .

天井材16を母屋桁1に吊り金具14で取り付けていく作業は、図2において、左側から右側へと順次一枚ずつ行われるもので、母屋桁1に引っ掛けた吊り金具14の溝部13に天井材16の一側縁の嵌合部15aを挿入し、次の天井材16の他側縁の嵌合部15bを、前記溝部13に先行して挿入されている嵌合部15aに嵌合させた後、一側縁の嵌合部15aを次の吊り金具14の溝部13に挿入するといった手順により、天井材16を幅方向に一枚ずつ連結していくことによって行われる。この場合、吊り金具14は、係止部12を母屋桁1の下側リップ部分1bに引っ掛けた状態にあり、母屋桁1の長手方向にスライド自在であるから、吊り金具14の溝部13に天井材16の一側縁の嵌合部15aを挿入する作業を容易に行うことができる。   The operation of attaching the ceiling material 16 to the purlin beam 1 with the hanging bracket 14 is performed one by one from the left side to the right side in FIG. 2, and the ceiling is placed in the groove 13 of the hanging bracket 14 hooked on the purlin beam 1. The fitting portion 15a on one side edge of the material 16 is inserted, and the fitting portion 15b on the other side edge of the next ceiling material 16 is fitted to the fitting portion 15a inserted in advance of the groove portion 13. Thereafter, the ceiling material 16 is connected one by one in the width direction by a procedure of inserting the fitting portion 15a at one side edge into the groove portion 13 of the next hanging metal fitting 14. In this case, the suspension fitting 14 is in a state in which the locking portion 12 is hooked on the lower lip portion 1 b of the purlin beam 1 and is slidable in the longitudinal direction of the purlin beam 1. The operation | work which inserts the fitting part 15a of the one side edge of the material 16 can be performed easily.

この実施形態は、このような屋根改修用天井Cにおける梁鉄骨10,11と天井材16の納まりを次の構造とした点に特徴がある。即ち、棟と平行なH型鋼製の梁鉄骨10と天井材16の水上側及び水下側の端部との納まり構造に関しては、図3〜図5に示すように、梁鉄骨10の上フランジ部10aと母屋桁1の下部に取り付けられた天井材16との間に、上フランジ部10aを面内方向スライド自在に差し込む嵌合部aと天井材16の端部を面内方向スライド自在に差し込む嵌合部bとが両側に形成された廻り縁17A,17Bを設け、梁鉄骨10の上フランジ部10aと天井材16との隙間を廻り縁17A,17Bで閉塞してある。   This embodiment is characterized in that the storage of the beam steel frames 10 and 11 and the ceiling material 16 in the roof for repairing roof C has the following structure. That is, regarding the storage structure of the H-shaped steel beam steel frame 10 parallel to the ridge and the upper and lower ends of the ceiling member 16, as shown in FIGS. Between the flange portion 10a and the ceiling material 16 attached to the lower part of the purlin 1, the upper flange portion 10a is slidably inserted in the in-plane direction and the end portion of the ceiling material 16 is slidable in the in-plane direction. The fitting portion b to be inserted into the frame is provided with peripheral edges 17A and 17B formed on both sides, and the clearance between the upper flange portion 10a of the beam steel frame 10 and the ceiling material 16 is closed with the peripheral edges 17A and 17B.

この場合、上フランジ部10aと天井材16の隙間の幅に多少のバラツキがあっても、廻り縁17A,17Bには天井材16の端部を面内方向スライド自在に差し込む嵌合部bが設けられているため、天井材16端部の差込み量を調整することによって隙間の幅のバラツキを吸収でき、隙間を閉塞できるのである。   In this case, even if there is some variation in the width of the gap between the upper flange portion 10a and the ceiling material 16, the peripheral edge 17A, 17B has a fitting portion b into which the end of the ceiling material 16 is slidably inserted in the in-plane direction. Therefore, by adjusting the amount of insertion at the end of the ceiling material 16, the gap width variation can be absorbed and the gap can be closed.

施工の手順としては、嵌合部aを上フランジ部10aに嵌着することによって、廻り縁17A,17Bを上フランジ部10aに支持させ、しかる後、嵌合部bに天井材16の端部を挿入してもよく、これとは逆に、先ず嵌合部bを天井材16の端部に嵌着し、しかる後、嵌合部aを上フランジ部10aに嵌着して、廻り縁17A,17Bを上フランジ部10aに支持させるようにしてもよい。   As a construction procedure, by fitting the fitting portion a to the upper flange portion 10a, the peripheral edges 17A and 17B are supported by the upper flange portion 10a, and then the end portion of the ceiling material 16 is fitted to the fitting portion b. On the contrary, first, the fitting portion b is fitted to the end of the ceiling member 16, and then the fitting portion a is fitted to the upper flange portion 10a. 17A and 17B may be supported by the upper flange portion 10a.

廻り縁17A,17Bは、1枚物の鉄板の折曲げ加工によって製造されたもので、図4、図5、図9に示すように、上板部18の一側縁に、下方へ二枚重ねの状態に折り返した板部19と、その先端から下方へ前記上フランジ部10aの厚み程度の間隔をあけて折り返した板部20とを有し、板部19,20間に前記嵌合部aを構成してある。板部20の先端には、上フランジ部10aを差し込む際のガイドとなる折曲片21が設けられている。また、上板部18の他側縁には、下方へ二枚重ねの状態に折り返した板部22と、その先端から下方へ前記天井材16の厚み以上の間隔をあけて折り返した板部23とを有し、板部22,23間に前記嵌合部bを構成してある。板部23の先端には、天井材16を差し込む際のガイドとなる折曲片24が設けられている。   The peripheral edges 17A and 17B are manufactured by bending a single iron plate. As shown in FIGS. 4, 5, and 9, two edges are stacked on one side edge of the upper plate portion 18 downward. A plate portion 19 that is folded back to a state, and a plate portion 20 that is folded downward from the tip of the plate portion 19 with an interval of about the thickness of the upper flange portion 10a, and the fitting portion a is interposed between the plate portions 19 and 20. It is configured. A bent piece 21 serving as a guide for inserting the upper flange portion 10a is provided at the tip of the plate portion 20. Further, on the other side edge of the upper plate portion 18, a plate portion 22 folded back in a state of being overlapped two downwards, and a plate portion 23 folded back from the tip thereof downward with an interval more than the thickness of the ceiling material 16. And the fitting portion b is configured between the plate portions 22 and 23. A bent piece 24 serving as a guide for inserting the ceiling material 16 is provided at the tip of the plate portion 23.

廻り縁17A,17Bのうち、棟から離れた位置にある梁鉄骨10と天井材16との隙間を閉塞する廻り縁17Bについては、上板部18をフラットに形成してあるが、棟の梁鉄骨10と天井材16との隙間を閉塞する廻り縁17Aについては、図4に示すように、上板部18が幅方向中央部において屋根の排水勾配に合致する角度に屈曲されている。   Of the surrounding edges 17A and 17B, the upper plate 18 is formed flat with respect to the surrounding edge 17B that closes the gap between the beam steel frame 10 and the ceiling material 16 that is located away from the building. As shown in FIG. 4, the surrounding edge 17 </ b> A that closes the gap between the steel frame 10 and the ceiling member 16 is bent at an angle that matches the drainage gradient of the roof at the center in the width direction.

棟と直角な、つまり、母屋桁1と直交するH型鋼製の梁鉄骨11と天井材16の側縁(幅方向端部)との納まり構造に関しては、図2、図6に示すように、母屋桁1を支持するH型鋼製の梁鉄骨11の上フランジ部11aと母屋桁1の下部に取り付けられた天井材16との間に、天井材16の端部を面内方向スライド自在に差し込む嵌合部bが形成された廻り縁17Cを、母屋桁1の下側リップ1bと係合する係止部25を介して母屋桁1に吊下げ支持された状態に設け、梁鉄骨11の上フランジ部11aと天井材16との隙間を廻り縁17Cで閉塞してある。   As shown in FIG. 2 and FIG. 6, the accommodation structure of the beam steel frame 11 made of H-shaped steel perpendicular to the ridge, that is, orthogonal to the purlin 1 and the side edge (end in the width direction) of the ceiling material 16 The end portion of the ceiling material 16 is slidable in the in-plane direction between the upper flange portion 11a of the H-shaped steel beam steel frame 11 that supports the purlin beam 1 and the ceiling material 16 attached to the lower portion of the purlin beam 1. The surrounding edge 17C formed with the fitting portion b to be inserted into the main spar 1 is provided in a state where it is suspended and supported by the purlin 1 via a locking portion 25 that engages with the lower lip 1b of the purlin 1. A gap between the upper flange portion 11a and the ceiling member 16 is closed with an edge 17C.

この廻り縁17Cは、1枚物の鉄板の折曲げ加工によって製造されたもので、図10に示すように、先端を二枚重ねの状態に折り曲げた上板部26と、その幅方向一端から下方へ直角に折れ曲がった板部27と、その下端から直角に折り返された下板部28とで断面コ字状に形成され、上板部26と下板部28間に前記嵌合部bを構成してある。下板部28の先端には、天井材16を差し込む際のガイドとなる折曲片29が設けられている。前記係止部25は、廻り縁17Cに一体的に連設したもので、具体的には、上板部26の上面にリベット止め等の手段によって固着したL型プレートによって形成され、L型プレートの立上がり板部を現場作業により折り曲げて、母屋桁1の下側リップ1bに係合させるように構成されている。図示しないが、係止部25は、上板部26の一部を切り起こして形成してもよい。   The peripheral edge 17C is manufactured by bending a single iron plate. As shown in FIG. 10, the upper plate portion 26 having its tip folded in a two-layered state and one end in the width direction downward. A plate portion 27 bent at a right angle and a lower plate portion 28 folded at a right angle from its lower end are formed in a U-shaped cross section, and the fitting portion b is formed between the upper plate portion 26 and the lower plate portion 28. It is. A bent piece 29 serving as a guide when the ceiling material 16 is inserted is provided at the tip of the lower plate portion 28. The locking portion 25 is integrally connected to the peripheral edge 17C. Specifically, the locking portion 25 is formed by an L-shaped plate fixed to the upper surface of the upper plate portion 26 by means such as riveting. The rising plate portion is bent by field work and engaged with the lower lip 1b of the purlin beam 1. Although not shown, the locking portion 25 may be formed by cutting and raising a part of the upper plate portion 26.

図7、図11は、他の実施形態を示す。この実施形態は、廻り縁17Cに対して着脱可能な吊り金具30を利用して廻り縁17Cを母屋桁1に吊下げ支持させるようにした点に特徴がある。吊り金具30は1枚物の鉄板の折曲げ加工によって製造されたもので、図11に示すように、上板部31とその一端から下方に折曲げ連設された下板部32と、上板部31の一側縁から上方へ折曲連設された係止部25とから構成され、上,下板部31,32間に廻り縁17Cの上板部26を差し込む溝部33が形成されている。   7 and 11 show another embodiment. This embodiment is characterized in that the surrounding edge 17C is suspended and supported on the purlin girder 1 by using a hanging metal fitting 30 that can be attached to and detached from the surrounding edge 17C. The hanging metal fitting 30 is manufactured by bending a single iron plate, and as shown in FIG. 11, an upper plate portion 31, a lower plate portion 32 bent continuously from one end thereof, and an upper plate portion The locking portion 25 is formed by bending upward from one side edge of the plate portion 31, and a groove portion 33 is formed between the upper and lower plate portions 31 and 32 to insert the upper plate portion 26 of the peripheral edge 17 </ b> C. ing.

この構成によれば、図11に示すように、母屋桁1の下側リップ1bに吊り金具30の係止部25を引っ掛ける一方、廻り縁17Cを梁鉄骨11の上フランジ部11aに当て付けた状態に配置し、この状態で、吊り金具30を下側リップ1bに沿ってスライドさせることにより、図7に示すように、廻り縁17Cの上板部26を吊り金具30の溝部33に差し込んで、廻り縁17Cを母屋桁1に吊下げ支持させることができる。   According to this configuration, as shown in FIG. 11, the engaging portion 25 of the hanging bracket 30 is hooked on the lower lip 1 b of the purlin 1, while the peripheral edge 17C is applied to the upper flange portion 11 a of the beam steel frame 11. In this state, by sliding the suspension fitting 30 along the lower lip 1b, the upper plate portion 26 of the peripheral edge 17C is inserted into the groove portion 33 of the suspension fitting 30 as shown in FIG. The surrounding edge 17C can be suspended and supported by the purlin 1.

そして、天井材16の側縁(幅方向端部)を廻り縁17Cの嵌合部bに差し込み、当該天井材16の反対側の側縁(幅方向端部)に、次の天井材16を接続すると共に、吊り金具14を介して母屋桁1に吊下げ支持させ、この作業を図2、図6の左から右へと繰り返した後、図6に示すように、母屋桁1の下側リップ1bに引っ掛けた吊り金具30によって廻り縁17Cを吊下げ支持させると共に、当該廻り縁17Cの嵌合部bに最後の天井材16の端部を差し込んで、梁鉄骨11と天井材16との隙間を無くすことができる。   And the side edge (width direction edge part) of the ceiling material 16 is inserted in the fitting part b of the surrounding edge 17C, and the next ceiling material 16 is attached to the side edge (width direction edge part) on the opposite side of the ceiling material 16 concerned. While being connected and suspended and supported by the purlin girder 1 via the hanging metal fitting 14, this operation is repeated from the left to the right in FIGS. 2 and 6, and then, as shown in FIG. The peripheral edge 17C is suspended and supported by the hanging metal fitting 30 hooked on the lip 1b, and the end of the last ceiling member 16 is inserted into the fitting portion b of the peripheral edge 17C so that the beam steel frame 11 and the ceiling member 16 are connected. The gap can be eliminated.

図8、図12は、他の実施形態を示し、天井材16の端部を面内方向スライド自在に差し込む嵌合部bが形成された廻り縁17Dを断面Z型に形成した点に特徴がある。この廻り縁17Dは、1枚物の鉄板の折曲げ加工によって製造されたもので、図12に示すように、先端が二枚重ねの状態に折り曲げられた上板部34と、その他端から下方へ直角に折れ曲がった縦板部35と、その下端から逆方向へ直角に折れ曲がった下板部36とを有し、下板部36の上部を前記嵌合部bに構成してある。下板部36の先端には、天井材16を差し込む際のガイドとなる折曲片37が設けられている。係止部25は、廻り縁17Cに一体的に連設したもので、具体的には、上板部34の上面にリベット止め等の手段によって固着したL型プレートによって形成され、L型プレートの立上がり板部を現場作業により折り曲げて、母屋桁1の下側リップ1bに係合させるように構成されているが、上板部34の一部を切り起こして係止部25を形成してもよい。   8 and 12 show another embodiment, which is characterized in that a peripheral edge 17D formed with a fitting portion b into which an end portion of the ceiling material 16 is slidable in the in-plane direction is formed in a Z-shaped cross section. is there. The peripheral edge 17D is manufactured by bending a single iron plate. As shown in FIG. 12, the upper plate portion 34 whose front end is bent in a two-layered state, and a right angle downward from the other end. And a lower plate portion 36 bent at a right angle in the opposite direction from the lower end thereof, and the upper portion of the lower plate portion 36 is configured as the fitting portion b. A bent piece 37 serving as a guide when the ceiling material 16 is inserted is provided at the tip of the lower plate portion 36. The locking portion 25 is integrally connected to the peripheral edge 17C. Specifically, the locking portion 25 is formed by an L-shaped plate fixed to the upper surface of the upper plate portion 34 by means such as riveting. The rising plate portion is bent by field work and is engaged with the lower lip 1b of the purlin girder 1. However, even if the upper plate portion 34 is partially cut and raised, the locking portion 25 is formed. Good.

上記の構成によれば、廻り縁17A,17B,17C,17Dに天井材16の端部を面内方向スライド自在に差し込む嵌合部bが形成されているので、母屋桁1を支持する梁鉄骨10,11と天井材16の端部との間に隙間が生じるような場合であっても、嵌合部bに対する天井材端部の差込み量を調整することで、上記の隙間を無くすことができる。   According to the above configuration, since the fitting portion b into which the end portion of the ceiling material 16 is slidably inserted in the in-plane direction is formed in the surrounding edges 17A, 17B, 17C, and 17D, the beam steel frame that supports the purlin beam 1 Even in the case where a gap is generated between the end of the ceiling material 16 and 10 and 11, the gap can be eliminated by adjusting the amount of insertion of the end of the ceiling material with respect to the fitting portion b. it can.

しかも、廻り縁17A,17Bに形成された一方の嵌合部aを上フランジ部10aに差し込み、他方の嵌合部bに天井材16の端部を差し込んだり、あるいは、廻り縁17C,17Dに形成された嵌合部bに天井材16の側縁を差し込み、係止部25をC型鋼製の母屋桁1の下側リップ1bに係合させるといった溶接やビス止めが不要な単純な作業によって敏速に施工できる。   Moreover, one of the fitting portions a formed on the peripheral edges 17A and 17B is inserted into the upper flange portion 10a, and the end of the ceiling member 16 is inserted into the other fitting portion b, or the peripheral edges 17C and 17D are connected. Simple work that does not require welding or screwing, such as inserting the side edge of the ceiling material 16 into the formed fitting portion b and engaging the locking portion 25 with the lower lip 1b of the C-shaped steel purlin 1 Can be installed quickly.

このように、溶接やビス止めが不要な単純な作業によって、梁鉄骨10,11と天井材16との隙間を閉塞できるので、例えば、既設の石綿スレート屋根Aの上面を折版屋根Bで隠蔽してアスベストの封じ込めを行う前に、既設の石綿スレート屋根Aの下面を容易かつ迅速に天井Cで隙間なく覆うことができ、従って、折版屋根の施工時における屋内側へのアスベスト飛散を防止できることになり、アスベスト対策として極めて有効である。   In this way, the gap between the beam steel frames 10 and 11 and the ceiling member 16 can be closed by a simple operation that does not require welding or screwing. For example, the upper surface of the existing asbestos slate roof A is concealed by the folded plate roof B. Before asbestos containment, the bottom surface of the existing asbestos slate roof A can be easily and quickly covered with the ceiling C without any gaps, thus preventing scattering of asbestos to the indoor side when constructing the folding roof. As a result, it is extremely effective as an asbestos countermeasure.

尚、廻り縁17A,17B,17C,17Dとしては、アルミの曲げ加工や押出し(引抜き)加工等によって製造したものであってもよい。   The peripheral edges 17A, 17B, 17C, and 17D may be manufactured by bending or extruding (drawing) aluminum.

本発明に係る屋根改修用天井における梁鉄骨と天井材の納まり構造を説明する概略斜視図である。It is a schematic perspective view explaining the accommodation structure of the beam steel frame and ceiling material in the roof for roof repair which concerns on this invention. 母屋桁と直交方向から見た要部の概略縦断側面図である。It is a general | schematic longitudinal cross-sectional side view of the principal part seen from the direction orthogonal to the purlin girder. 母屋桁の長手方向から見た棟部の概略縦断面正面図である。It is a schematic longitudinal cross-sectional front view of the ridge part seen from the longitudinal direction of the purlin girder. 要部の縦断正面図である。It is a vertical front view of the principal part. 要部の縦断正面図である。It is a vertical front view of the principal part. 要部の縦断側面図である。It is a vertical side view of the principal part. 他の実施形態を示す要部の縦断側面図である。It is a vertical side view of the principal part which shows other embodiment. 他の実施形態を示す要部の縦断側面図である。It is a vertical side view of the principal part which shows other embodiment. 廻り縁の斜視図である。It is a perspective view of a surrounding edge. 廻り縁の斜視図である。It is a perspective view of a surrounding edge. 廻り縁の他の例を示す斜視図である。It is a perspective view which shows the other example of a surrounding edge. 廻り縁の他の例を示す斜視図である。It is a perspective view which shows the other example of a surrounding edge.

符号の説明Explanation of symbols

C 天井
a,b 嵌合部
1 母屋桁
10,11 梁鉄骨
10a,11a 上フランジ部
16 天井材
17A,17B,17C,17D 廻り縁
C Ceiling a, b Fitting part 1 Purlin beam 10, 11 Beam steel frame 10a, 11a Upper flange part 16 Ceiling material 17A, 17B, 17C, 17D Around edge

Claims (5)

鋼製の母屋桁に屋根材を架設して成る既設屋根の下方に、当該既設屋根に沿って傾斜した天井を構築した屋根改修用天井において、母屋桁を支持する梁鉄骨と母屋桁の下部に取り付けられた天井材との間に、天井材の端部を面内方向スライド自在に差し込む嵌合部が形成された廻り縁を設けて、梁鉄骨と天井材との隙間を廻り縁で閉塞したことを特徴とする屋根改修用天井における梁鉄骨と天井材の納まり構造。   Below the existing roof constructed by laying roofing material on steel purlin girders, in the roof renovation ceiling constructed by tilting the ceiling along the existing roof, the beam steel frame that supports the purlin girders and the lower part of the purlin girder Between the installed ceiling material, a surrounding edge with a fitting part that inserts the end of the ceiling material in a slidable manner in the in-plane direction is provided, and the gap between the beam steel frame and the ceiling material is closed with the surrounding edge. This is a storage structure of beam steel frames and ceiling materials for roof repair ceilings. 鋼製の母屋桁に屋根材を架設して成る既設屋根の下方に、当該既設屋根に沿って傾斜した天井を構築した屋根改修用天井において、母屋桁を支持するH型鋼製の梁鉄骨の上フランジ部と母屋桁の下部に取り付けられた天井材との間に、上フランジ部を面内方向スライド自在に差し込む嵌合部と、天井材の端部を面内方向スライド自在に差し込む嵌合部とが形成された廻り縁を設け、梁鉄骨の上フランジ部と天井材との隙間を廻り縁で閉塞したことを特徴とする屋根改修用天井における梁鉄骨と天井材の納まり構造。   Under the existing roof constructed by laying roofing material on a steel purlin girder, on the roof repair roof constructed with a slanted ceiling along the existing roof, the beam steel frame made of H-shaped steel that supports the purlin girder Between the upper flange part and the ceiling material attached to the lower part of the purlin girder, the fitting part that inserts the upper flange part slidably in the in-plane direction and the fitting that inserts the end part of the ceiling material slidably in the in-plane direction A structure for housing the beam steel frame and the ceiling material in the roof for roof repair, characterized in that a surrounding edge formed with a part is provided, and a gap between the upper flange portion of the beam steel frame and the ceiling material is closed with the surrounding edge. C型鋼製の母屋桁に屋根材を架設して成る既設屋根の下方に、当該既設屋根に沿って傾斜した天井を構築した屋根改修用天井において、母屋桁を支持するH型鋼製の梁鉄骨の上フランジ部と母屋桁の下部に取り付けられた天井材との間に、天井材の端部を面内方向スライド自在に差し込む嵌合部が形成された廻り縁を、母屋桁の下側リップと係合する係止部を介して母屋桁に吊下げ支持された状態に設け、梁鉄骨の上フランジ部と天井材との隙間を廻り縁で閉塞したことを特徴とする屋根改修用天井における梁鉄骨と天井材の納まり構造。   An H-shaped steel beam that supports the purlin girder in the ceiling for roof refurbishment, in which a ceiling inclined along the existing roof is constructed below the existing roof constructed by laying roofing material on a C-shaped steel purlin girder Between the upper flange part of the steel frame and the ceiling material attached to the lower part of the purlin girder, the edge where the end of the ceiling material is slidably inserted in the in-plane direction is formed. A ceiling for roof repair, which is provided in a state where it is suspended and supported by a purlin girder via a latching portion that engages with a lip, and the gap between the upper flange portion of the beam steel frame and the ceiling material is closed around the periphery. Of steel beam and ceiling material in the building. 係止部が廻り縁に一体的に連設されている請求項3に記載の屋根改修用天井における梁鉄骨と天井材の納まり構造。   The storage structure of the beam steel frame and ceiling material in the roof for roof repair of Claim 3 with which the latching | locking part is integrally provided in the surrounding edge. 係止部が廻り縁に対して着脱可能な金具に設けられている請求項3に記載の屋根改修用天井における梁鉄骨と天井材の納まり構造。   The storage structure of the beam steel frame and ceiling material in the roof for roof repair of Claim 3 with which the latching | locking part is provided in the metal fitting which can be attached or detached with respect to a surrounding edge.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105863295A (en) * 2016-06-01 2016-08-17 洛阳理工学院 Reinforcing and repairing structure for purlin and beam node of historic building
JP2018035653A (en) * 2016-08-25 2018-03-08 元旦ビューティ工業株式会社 Metal fitting and structure for installing ceiling material
JP2020079516A (en) * 2018-11-13 2020-05-28 笹本 茂郎 Fixing structure of building member

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105863295A (en) * 2016-06-01 2016-08-17 洛阳理工学院 Reinforcing and repairing structure for purlin and beam node of historic building
CN105863295B (en) * 2016-06-01 2018-01-19 洛阳理工学院 Ancient building purlin purlin is reinforced with girder connection and repairs structure
JP2018035653A (en) * 2016-08-25 2018-03-08 元旦ビューティ工業株式会社 Metal fitting and structure for installing ceiling material
JP2020079516A (en) * 2018-11-13 2020-05-28 笹本 茂郎 Fixing structure of building member
JP7158250B2 (en) 2018-11-13 2022-10-21 茂郎 笹本 Fixing structure for building members

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