JP3169602U - Roof foundation forming body - Google Patents

Roof foundation forming body Download PDF

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JP3169602U
JP3169602U JP2011002990U JP2011002990U JP3169602U JP 3169602 U JP3169602 U JP 3169602U JP 2011002990 U JP2011002990 U JP 2011002990U JP 2011002990 U JP2011002990 U JP 2011002990U JP 3169602 U JP3169602 U JP 3169602U
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forming material
forming
purlin
joined
brace
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将信 岩永
将信 岩永
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九州第一工業株式会社
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【課題】屋根下地施工が簡単で屋根下地施工時間の短縮が図れる屋根下地形成体を提供する。【解決手段】桁行き方向に伸延する母屋形成材21と、母屋形成材の両端にそれぞれ連結した二本の筋交い形成材31とで形成される三角形網目が連続的に多数配置された網状を構成する。また、複数の母屋形成材が桁行き方向に直状に連続して母屋20を形成しているとともに、間口方向に隣接する複数の母屋間にそれぞれ配置した筋交い形成材31が筋交い方向に直状に連続して筋交い30を形成している。【選択図】図1[PROBLEMS] To provide a roof foundation forming body that is easy to construct and can shorten the time for roof foundation construction. SOLUTION: A net is formed by continuously arranging a number of triangular meshes formed by a purlin forming material 21 extending in a girder direction and two brace forming materials 31 respectively connected to both ends of the purlin forming material. To do. In addition, a plurality of purlin forming materials continuously form a purlin 20 in a straight direction, and bracing forming materials 31 respectively arranged between a plurality of purlins adjacent in the frontage direction are straight in the bracing direction. The brace 30 is formed continuously. [Selection] Figure 1

Description

本考案は、架構に張設して屋根の下地を形成する屋根下地形成体に関する。   The present invention relates to a roof foundation forming body that is stretched over a frame to form a roof foundation.

架構に張設して屋根の下地を形成する屋根下地形成体の一形態として、特許文献1に開示されたものがある。すなわち、特許文献1には間口方向に伸延して架構の一部を構成する上弦材を桁行き方向に間隔をあけて複数配置し、上弦材の上に桁行き方向に伸延する母屋を間口方向に間隔をあけて多数敷設して格子状に形成した屋根下地形成体が開示されている。   One form of a roof base forming body that is stretched on a frame to form a roof base is disclosed in Patent Document 1. That is, in Patent Document 1, a plurality of upper chord members that extend in the front direction and constitute a part of the frame are arranged at intervals in the girder direction, and a purlin that extends in the girder direction is arranged on the upper chord material in the front direction. A roof foundation forming body is disclosed in which a large number of roof bases are laid out at intervals to form a lattice shape.

特開平4−185834JP-A-4-185835

しかしながら、前記した屋根下地形成体では、架構の強度を確保した上で、上弦材の上に多数の母屋を所定の間隔をあけて敷設しなければならないという屋根下地施工上の煩雑さがある。   However, in the above-described roof foundation forming body, there is a complexity in roof foundation construction in which a large number of purlins must be laid at predetermined intervals on the upper chord material while ensuring the strength of the frame.

そこで、本考案は、屋根下地施工が簡単で屋根下地施工時間の短縮が図れる屋根下地形成体を提供することを目的とする。   Therefore, an object of the present invention is to provide a roof foundation forming body that is easy to construct the roof foundation and can shorten the roof foundation construction time.

請求項1記載の考案は、架構に張設して屋根の下地を形成する屋根下地形成体であって、桁行き方向に伸延する母屋形成材と、母屋形成材の両端にそれぞれ連結した二本の筋交い形成材とで形成される三角形網目が連続的に多数配置された網状となして、複数の母屋形成材が桁行き方向に直状に連続して母屋を形成しているとともに、間口方向に隣接する複数の母屋間にそれぞれ配置した筋交い形成材が筋交い方向に直状に連続して筋交いを形成していることを特徴とする。   The invention described in claim 1 is a roof foundation forming body that is stretched on a frame to form a roof foundation, and two main building formers extending in a girder direction and two ends connected to both ends of the main building forming material, respectively. And a plurality of purlin forming materials that form a purlin continuously in a linear direction in the direction of the front and in the frontage direction. The bracing material disposed between the plurality of purlins adjacent to each other forms a bracing continuously in a straight line in the bracing direction.

請求項2記載の考案は、請求項1記載の考案において、前記母屋形成材の端部と前記筋交い形成材の端部は上下一対の板状の接合体に挟持された状態で接合されている屋根下地形成体であって、各接合体は多角形に形成するとともに、接合体の各辺の伸延方向と、その辺と符合する母屋形成材ないしは筋交い形成材の軸線方向とを直交状態となして、下側の接合体の上面に母屋形成材の端部下面と筋交い形成材の端部下面を溶接するとともに、上側の接合体の下面に母屋形成材の端部上面と筋交い形成材の端部上面を溶接することで、上下一対の接合体を介して母屋形成材の端部と筋交い形成材の端部が接合されていることを特徴とする。   The invention according to claim 2 is the invention according to claim 1, wherein the end of the purlin forming material and the end of the brace forming material are joined in a state of being sandwiched between a pair of upper and lower plate-shaped joined bodies. It is a roof foundation forming body, and each joined body is formed in a polygonal shape, and the extending direction of each side of the joined body and the axial direction of the purlin forming material or the brace forming material that coincides with that side are orthogonal to each other. The bottom surface of the purlin forming material and the bottom surface of the brace forming material are welded to the top surface of the lower joined body, and the end top surface of the purlin forming material and the end of the bracing material are bonded to the bottom surface of the upper joined body. By welding the upper surface of the part, the end of the purlin forming material and the end of the brace forming material are joined via a pair of upper and lower joined bodies.

請求項3記載の考案は、請求項2記載の考案において、多角形に形成された前記下側の接合体は、架台に配設した位置決め体が有する位置決め孔中に嵌入することで位置決め可能とし、位置決めされた下側の接合体の上に母屋形成材の端部と筋交い形成材の端部を配置するとともに下側の接合体と各形成材を溶接する一方、母屋形成材の端部と筋交い形成材の端部の上に上側の接合体を下側の接合体と対面させて配置するとともに上側の接合体と各形成材を溶接することで、上下一対の接合体を介して母屋形成材の端部と筋交い形成材の端部が接合されていることを特徴とする。   According to a third aspect of the invention, in the second aspect of the invention, the lower joined body formed in a polygonal shape can be positioned by being fitted into a positioning hole provided in a positioning body disposed on the gantry. The end of the purlin forming material and the end of the brace forming material are arranged on the positioned lower joined body and the lower joined body and each forming material are welded, while the end of the purlin forming material is By placing the upper joined body facing the lower joined body on the end of the brace forming material and welding the upper joined body and each forming material, a main building is formed via a pair of upper and lower joined bodies. The end of the material and the end of the brace forming material are joined.

請求項4記載の考案は、請求項1〜3のいずれか1項記載の考案において、前記母屋形成材の端部と前記筋交い形成材の端部が上下一対の板状の接合体に挟持された状態で接合されて、三角形網目が連続的に多数配置された網状のユニットを形成し、ユニットを所望の数だけ桁行き方向と間口方向に接合することで形成されることを特徴とする。   The device according to claim 4 is the device according to any one of claims 1 to 3, wherein the end portion of the purlin forming material and the end portion of the bracing forming material are sandwiched between a pair of upper and lower plate-shaped joined bodies. It is characterized in that it is formed by forming a net-like unit in which a large number of triangular meshes are continuously arranged, and joining a desired number of units in the direction of direction and the frontage.

請求項1記載の考案では、屋根下地形成体が母屋と筋交いを具備しているため、屋根下地形成体を桁や梁に配置するとともに連設することで、簡単かつ短時間に屋根下地を施工することができる。つまり、屋根下地の施工能率を向上させることができる。しかも、筋交いを具備する屋根下地形成体を、架構を構成する構造体として施工するとともに機能させることができるため、架構の強度(剛性)を確保することができる。この際、屋根下地形成体自体が剛性を有するため、架構の一部を構成する柱の間隔を広くすることができて、柱の数を削減することができる。その結果、下部構造体の鉄骨やコンクリート等の使用量を削減することができて、建築物の構築コストを低減させることができる。   In the first aspect of the invention, since the roof foundation forming body has a brace with the main building, the roof foundation forming body can be easily and quickly constructed by arranging the roof foundation forming body on the girders and beams and connecting them continuously. can do. That is, the construction efficiency of the roof base can be improved. In addition, since the roof foundation forming body having braces can be constructed and functioned as a structure constituting the frame, the strength (rigidity) of the frame can be ensured. At this time, since the roof foundation forming body itself has rigidity, the interval between columns constituting a part of the frame can be widened, and the number of columns can be reduced. As a result, it is possible to reduce the usage amount of steel frames, concrete, and the like of the lower structure, and to reduce the construction cost of the building.

請求項2記載の考案では、上下一対の板状の接合体を多角形に形成するとともに、接合体の各辺の伸延方向と、その辺と符合する母屋形成材ないしは筋交い形成材の軸線方向とを直交状態となすことで、接合体を簡単かつ堅実にセンターリング(中央に配置すること)することができて、接合体と各形成体との溶接接合強度を均一化させることができる。   In the invention according to claim 2, while forming a pair of upper and lower plate-like joined bodies in a polygonal shape, the extending direction of each side of the joined body, and the axial direction of the purlin forming material or bracing forming material coinciding with the sides Since the joints are in an orthogonal state, the joined body can be centered (placed in the center) easily and firmly, and the weld joint strength between the joined body and each formed body can be made uniform.

請求項3記載の考案では、多角形に形成された下側の接合体を、架台に配設した位置決め体が有する位置決め孔中に嵌入することで位置決めして、位置決めされた下側の接合体の上に母屋形成材の端部と筋交い形成材の端部を配置するとともに下側の接合体と各形成材を溶接する一方、母屋形成材の端部と筋交い形成材の端部の上に上側の接合体を下側の接合体と対面させて配置するとともに上側の接合体と各形成材を溶接することで、上下一対の接合体を介して母屋形成材の端部と筋交い形成材の端部を接合しているため、屋根下地形成体を堅実かつ堅固に形成することができる。その結果、堅固な屋根下地形成体が架構を構成する構造体として機能して、架構の強度(剛性)を確保することができる。   According to a third aspect of the present invention, the lower joined body formed into a polygon is positioned by being fitted into a positioning hole of a positioning body disposed on the gantry, and the lower joined body thus positioned is positioned. Place the end of the purlin forming material and the end of the brace forming material on the top and weld the lower joined body and each forming material on the end of the purlin forming material and the end of the bracing forming material By arranging the upper joined body facing the lower joined body and welding the upper joined body and each forming material, the end of the purlin forming material and the bracing forming material of the upper and lower joined bodies are joined via a pair of upper and lower joined bodies. Since the ends are joined, the roof foundation forming body can be formed firmly and firmly. As a result, the rigid roof foundation forming body functions as a structure constituting the frame, and the strength (rigidity) of the frame can be ensured.

請求項4記載の考案では、工場等においてユニットを所望の数だけ製造して、製造した所望の数のユニットを建築物の構築現場に搬入して、所望の数のユニットを桁行き方向と間口方向に接合することで簡単かつ堅実に屋根下地形成体を施工することができる。この際、各ユニットは工場等で製造することで、各ユニットの品質管理を十分に行うことができて、屋根下地形成体の剛性等を確保することができる。   According to the invention of claim 4, a desired number of units are manufactured in a factory or the like, the desired number of units manufactured are carried into a building construction site, and the desired number of units are moved in the carry direction and frontage. By joining in the direction, the roof foundation forming body can be constructed easily and firmly. At this time, by manufacturing each unit at a factory or the like, the quality control of each unit can be sufficiently performed, and the rigidity and the like of the roof foundation forming body can be ensured.

本考案に係る屋根下地形成体の平面説明図。Plane explanatory drawing of the roof ground formation object concerning the present invention. 本考案に係る屋根下地形成体の側面説明図。Side surface explanatory drawing of the roof foundation | substrate formation body which concerns on this invention. 本考案に係る屋根下地形成体の一部拡大平面説明図。The partially expanded plane explanatory view of the roof ground formation object concerning the present invention. 上側の接合体を取り外した状態における屋根下地形成体の一部拡大平面説明図。The partially expanded plan explanatory drawing of the roof foundation | substrate formation body in the state which removed the upper joined body. 屋根下地形成体の接合部の分解斜視説明図。Exploded perspective view of the joint portion of the roof foundation forming body. 屋根下地形成体の接合部の形成説明図。Formation explanatory drawing of the junction part of a roof ground formation body. 屋根下地形成体の使用状態説明図。The use condition explanatory drawing of a roof ground formation body.

以下に、本考案の実施形態を、図面を参照しながら説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1及び図2に示す1は架構であり、架構1の上端部に屋根2(図7参照)の下地を形成する屋根下地形成体10を張設している。架構1は、桁行き方向D1に一定の間隔をあけて複数(本実施形態では7本)の柱3を配置するとともに、間口方向D2に一定の間隔をあけて複数(本実施形態では7本)の柱3を対向させて配置し、桁行き方向D1において隣接する柱3,3の上端部間には桁4を架設し、間口方向D2において対向する柱3,3の上端部間には梁5(大梁)を架設して構成している。6は大梁5,5間に架設した小梁である。   1 and FIG. 2 is a frame, and a roof base forming body 10 that forms the base of the roof 2 (see FIG. 7) is stretched at the upper end of the frame 1. The frame 1 has a plurality (seven in this embodiment) of pillars 3 arranged with a certain interval in the carry direction D1, and a plurality (7 in this embodiment) with a certain interval in the frontage direction D2. ) Are arranged opposite to each other, a girder 4 is installed between the upper ends of the columns 3 and 3 adjacent in the girder direction D1, and between the upper ends of the columns 3 and 3 opposed in the frontage direction D2. The beam 5 (large beam) is constructed. Reference numeral 6 denotes a small beam constructed between the large beams 5 and 5.

屋根下地形成体10は、図1〜図4に示すように、桁行き方向D1に伸延する母屋形成材21と、母屋形成材21の両端にそれぞれ連結した二本の筋交い形成材31とで形成される三角形網目(本実施形態では正三角形網目)が連続的に多数配置された網状となしている。すなわち、屋根下地形成体10は、複数の母屋形成材21が桁行き方向D1に直状に連続して屋根材を受ける母屋20を形成しているとともに、間口方向D2に隣接する複数の母屋20間にそれぞれ配置した筋交い形成材31,31が筋交い方向D3,D4に直状に連続して筋交い(ブレース)30,30を形成している。   As shown in FIGS. 1 to 4, the roof foundation forming body 10 is formed by a purlin forming material 21 extending in the carry direction D <b> 1 and two bracing forming materials 31 respectively connected to both ends of the purlin forming material 21. The triangular meshes (in this embodiment, regular triangular meshes) are arranged in a continuous pattern. That is, the roof foundation forming body 10 forms a purlin 20 in which a plurality of purlin forming materials 21 receive the roofing material continuously in a straight shape in the carry direction D1, and a plurality of purlins 20 adjacent to the frontage direction D2. The brace forming materials 31 and 31 respectively disposed between them form braces 30 and 30 continuously in a straight line in the bracing directions D3 and D4.

ここで、屋根下地形成体10は、図1に示すように、工場等において屋根下地形成体10の部分的なユニット11を製造することができる。すなわち、ユニット11は、母屋形成材21の端部と筋交い形成材31の端部が上下一対の板状の接合体40,41に挟持された状態で接合されて、三角形網目が連続的に多数配置された網状に形成している。そして、ユニット11を所望の数だけ桁行き方向と間口方向に接合することで屋根下地形成体10を形成することができる。   Here, as shown in FIG. 1, the roof foundation forming body 10 can produce a partial unit 11 of the roof foundation forming body 10 in a factory or the like. That is, the unit 11 is joined in a state in which the end of the purlin forming material 21 and the end of the brace forming material 31 are sandwiched between a pair of upper and lower plate-like joined bodies 40 and 41, and a large number of triangular meshes are continuously formed. It is formed in the arranged net shape. And the roof foundation | substrate formation body 10 can be formed by joining the unit 11 by a desired number in the going direction and the frontage direction.

例えば、工場から現場まで搬送可能な大きさのユニット11を所定個数製造し、建築物等を構築する現場において架構1に所定個数のユニット11を組み付けることができる。つまり、架構1と各ユニット11を溶接して接合するとともに、ユニット11同士を溶接して接合することで屋根下地形成体10を構築することができる。   For example, a predetermined number of units 11 having a size that can be transported from a factory to a site can be manufactured, and the predetermined number of units 11 can be assembled to the frame 1 at a site where a building or the like is constructed. That is, the roof foundation forming body 10 can be constructed by welding and joining the frame 1 and each unit 11 and welding and joining the units 11 to each other.

母屋形成材21と筋交い形成材31は、図5に示すように、金属製材料により四角形筒状の同一形状に形成している。母屋形成材21の端部と筋交い形成材31の端部は、上下一対の金属製で板状の接合体40,41に挟持された状態で溶接により接合されている。上側の接合体40は、多角形である正十二角形に形成するとともに、上側の接合体40の一辺の幅と母屋形成材21及び筋交い形成材31の上面の幅は略同一幅に形成している。下側の接合体41は、多角形である八角形に形成するとともに、間口方向D2の線を中心とする線対称に形成している。そして、母屋形成材21と接する下側の接合体41の一辺は母屋形成材21の上面の幅よりも広幅(長辺)に形成する一方、筋交い形成材31と接する下側の接合体41の一辺は筋交い形成材31の上面の幅と略同一幅に形成している。ここで、上下一対の接合体40,41の桁行き方向D1の幅は、梁5の桁行き方向D1の幅と同一幅ないしは短幅に形成している。なお、桁4等上に配置される接合体40,41は、図3及び図4に示すように適宜略半分に形成している。   As shown in FIG. 5, the purlin forming material 21 and the brace forming material 31 are formed in the same shape of a rectangular cylinder from a metal material. The end of the purlin forming material 21 and the end of the brace forming material 31 are joined by welding while being sandwiched between a pair of upper and lower metal plate-like joined bodies 40 and 41. The upper joined body 40 is formed into a polygonal regular dodecagon, and the width of one side of the upper joined body 40 and the width of the upper surface of the purlin forming material 21 and the brace forming material 31 are formed to be substantially the same width. ing. The lower joined body 41 is formed in an octagon that is a polygon, and is formed symmetrically about the line in the frontage direction D2. One side of the lower joined body 41 in contact with the purlin forming material 21 is formed wider (longer side) than the width of the upper surface of the purlin forming material 21, while the lower joined body 41 in contact with the bracing forming material 31 is formed. One side is formed to have substantially the same width as the width of the upper surface of the brace forming material 31. Here, the width in the traveling direction D1 of the pair of upper and lower joined bodies 40, 41 is formed to be the same width or shorter than the width in the traveling direction D1 of the beam 5. In addition, the joined bodies 40 and 41 arranged on the girders 4 and the like are appropriately formed in substantially half as shown in FIGS.

次に、上記のように構成した屋根下地形成体10の製造手順について説明する。ここで、図5に示す50は治具としての架台であり、架台50は屋根下地形成体10の各形成材21,31を放射状態に支持する6本のフレーム51と、これらのフレーム51の端部が集合する集合部の上面に配設した六角形板状の位置決め体52を備えている。位置決め体52には、下側の接合体41を嵌入させることで接合体41を位置決めすることができる位置決め孔53を開口させて形成している。つまり、位置決め孔53は下側の接合体41の桁行き方向D1の幅と間口方向D2の幅を同一とする四角形に形成している。   Next, the manufacturing procedure of the roof foundation forming body 10 configured as described above will be described. Here, 50 shown in FIG. 5 is a gantry as a jig, and the gantry 50 includes six frames 51 for supporting the forming members 21 and 31 of the roof foundation forming body 10 in a radiating state, and these frames 51. A hexagonal plate-shaped positioning body 52 is provided on the upper surface of the collecting portion where the ends gather. The positioning body 52 is formed by opening a positioning hole 53 that can position the joined body 41 by fitting the lower joined body 41 into the positioning body 52. That is, the positioning hole 53 is formed in a quadrangle having the same width in the carry direction D1 and the width in the frontage direction D2 of the lower joined body 41.

図6(a)に示すように、位置決め体52の位置決め孔53に下側の接合体41を嵌入させて配置する。   As shown in FIG. 6A, the lower bonded body 41 is fitted into the positioning hole 53 of the positioning body 52 and arranged.

図6(b)に示すように、フレーム51の上に屋根下地形成体10の各形成材21,31を放射状態に配置するとともに、下側の接合体41の上に各形成材21,31の端部を接触状態に配置する。この際、隣接する母屋形成材21,21の端部同士は同一直線状に突き合わせ状態となす。   As shown in FIG. 6 (b), the forming members 21 and 31 of the roof foundation forming body 10 are arranged in a radial state on the frame 51, and the forming members 21 and 31 are placed on the lower joined body 41. The end of is placed in contact. At this time, the ends of the adjacent purlin forming materials 21 and 21 are brought into a butted state in the same straight line.

図6(c)に示すように、下側の接合体41の上面と各形成材21,31の端部の下面とで形成される隅部60を溶接する。   As shown in FIG. 6C, the corner 60 formed by the upper surface of the lower joined body 41 and the lower surfaces of the end portions of the forming materials 21 and 31 is welded.

図6(d)に示すように、母屋形成材21の端部と筋交い形成材31の端部の上に上側の接合体40を下側の接合体41と対面させて配置する。この際、接合体40の各辺の伸延方向と、その辺と符合する母屋形成材21ないしは筋交い形成材31の軸線方向とを直交状態となすことで、接合体40を簡単かつ堅実にセンターリング(各形成材21,31が接合する中央部に配置)することができて、接合体40と各形成体21,31との溶接接合強度を均一化させることができる。そして、接合体40の各辺の端面と各形成材21,31の端部の上面とで形成される隅部61を溶接する。   As shown in FIG. 6 (d), the upper joined body 40 is disposed on the end of the purlin forming material 21 and the end of the brace forming material 31 so as to face the lower joined body 41. At this time, by extending the extending direction of each side of the joined body 40 and the axial direction of the purlin forming material 21 or the brace forming material 31 coincident with the side, the joined body 40 can be centered easily and firmly. (Arranged at the central portion where the forming materials 21 and 31 are joined), and the weld joint strength between the joined body 40 and the formed bodies 21 and 31 can be made uniform. And the corner part 61 formed with the end surface of each edge | side of the joined body 40 and the upper surface of the edge part of each forming material 21 and 31 is welded.

図6(e)に示すように、屋根下地形成体10を反転させて、下側の接合体41の各辺の端面と各形成材21,31の端部の下面とで形成される隅部62を溶接する。そして、上側の接合体40の下面と各形成材21,31の端部の上面とで形成される隅部63を溶接する。   As shown in FIG. 6 (e), the roof base forming body 10 is inverted, and corners formed by the end surfaces of the respective sides of the lower joined body 41 and the lower surfaces of the end portions of the forming materials 21 and 31 are formed. 62 is welded. And the corner | angular part 63 formed with the lower surface of the upper joined body 40 and the upper surface of the edge part of each forming material 21 and 31 is welded.

このようにして、上下一対の接合体40,41を介して母屋形成材21の端部と筋交い形成材31の端部を接合することができて、屋根下地形成体10ないしは前記したユニット11を製造することができる。   In this way, the end of the purlin forming material 21 and the end of the brace forming material 31 can be joined via the pair of upper and lower joined bodies 40, 41, and the roof foundation forming body 10 or the unit 11 described above can be attached. Can be manufactured.

図7は屋根下地形成体10の使用状態説明図であり、屋根下地形成体10の一部を構成する母屋20上に波打ち状に形成されたタイトフレーム70を配設し、タイトフレーム70を介して屋根2を取り付けている。この場合、母屋20が屋根下地形成体10の一部を構成しているため、各母屋20上ないしは所望の母屋20上にタイトフレーム70を配設することで、屋根2を簡単かつ堅実に取り付けることができて、建築物の構築作業能率を向上させることができる。   FIG. 7 is an explanatory diagram of the state of use of the roof foundation forming body 10. A tight frame 70 formed in a wavy shape is disposed on the main building 20 constituting a part of the roof foundation forming body 10. The roof 2 is attached. In this case, since the main building 20 constitutes a part of the roof base forming body 10, the roof 2 is easily and firmly attached by disposing the tight frame 70 on each main building 20 or the desired main building 20. It is possible to improve the building construction work efficiency.

1 架構
2 屋根
3 柱
4 桁
5 梁(大梁)
10 屋根下地形成体
11 ユニット
20 母屋
21 母屋形成材
30 筋交い
31 筋交い形成材
40 上側の接合体
41 下側の接合体
D1 桁行き方向
D2 間口方向
D3 筋交い方向
1 frame 2 roof 3 pillar 4 digit 5 beam (large beam)
DESCRIPTION OF SYMBOLS 10 Roof base-formation body 11 Unit 20 Purlin 21 Purlin forming material 30 Bracing 31 Bracing formation material 40 Upper joined body 41 Lower joined body D1 Girder direction D2 Frontage direction D3 Bracing direction

Claims (4)

架構に張設して屋根の下地を形成する屋根下地形成体であって、
桁行き方向に伸延する母屋形成材と、母屋形成材の両端にそれぞれ連結した二本の筋交い形成材とで形成される三角形網目が連続的に多数配置された網状となして、
複数の母屋形成材が桁行き方向に直状に連続して母屋を形成しているとともに、間口方向に隣接する複数の母屋間にそれぞれ配置した筋交い形成材が筋交い方向に直状に連続して筋交いを形成していることを特徴とする屋根下地形成体。
A roof foundation forming body that is stretched over a frame to form a roof foundation,
It becomes a net shape in which a large number of triangular meshes formed by a purlin forming material extending in the direction of girder and two brace forming materials respectively connected to both ends of the purlin forming material are continuously arranged,
A plurality of purlin forming materials form a purlin continuously in a straight direction, and brace forming materials respectively arranged between a plurality of purlins adjacent in the frontage direction continue straight in the bracing direction. A roof foundation forming body characterized by forming braces.
前記母屋形成材の端部と前記筋交い形成材の端部は上下一対の板状の接合体に挟持された状態で接合されている屋根下地形成体であって、
各接合体は多角形に形成するとともに、接合体の各辺の伸延方向と、その辺と符合する母屋形成材ないしは筋交い形成材の軸線方向とを直交状態となして、
下側の接合体の上面に母屋形成材の端部下面と筋交い形成材の端部下面を溶接するとともに、上側の接合体の下面に母屋形成材の端部上面と筋交い形成材の端部上面を溶接することで、上下一対の接合体を介して母屋形成材の端部と筋交い形成材の端部が接合されていることを特徴とする請求項1記載の屋根下地形成体。
An end portion of the purlin forming material and an end portion of the brace forming material are roof foundation forming bodies joined in a state of being sandwiched between a pair of upper and lower plate-shaped joined bodies,
Each joined body is formed into a polygonal shape, and the extending direction of each side of the joined body and the axial direction of the purlin forming material or the brace forming material coinciding with the side are in an orthogonal state,
The bottom surface of the purlin forming material and the bottom surface of the brace forming material are welded to the top surface of the lower bonded body, and the top surface of the purlin forming material and the top surface of the bracing material are welded to the bottom surface of the upper joined body. The roof foundation forming body according to claim 1, wherein the end of the purlin forming material and the end of the brace forming material are joined to each other through a pair of upper and lower joined bodies.
多角形に形成された前記下側の接合体は、架台に配設した位置決め体が有する位置決め孔中に嵌入することで位置決め可能とし、
位置決めされた下側の接合体の上に母屋形成材の端部と筋交い形成材の端部を配置するとともに下側の接合体と各形成材を溶接する一方、母屋形成材の端部と筋交い形成材の端部の上に上側の接合体を下側の接合体と対面させて配置するとともに上側の接合体と各形成材を溶接することで、上下一対の接合体を介して母屋形成材の端部と筋交い形成材の端部が接合されていることを特徴とする請求項2記載の屋根下地形成体。
The lower joined body formed in a polygon can be positioned by being fitted into a positioning hole of a positioning body disposed on a gantry,
Place the end of the purlin forming material and the end of the brace forming material on the positioned lower joined body and weld the lower joined body and each forming material while bracing the end of the purlin forming material The upper bonded body is disposed on the end of the forming material so as to face the lower bonded body, and the upper bonded body and each forming material are welded to each other, thereby forming the main building forming material via the pair of upper and lower bonded bodies. The roof foundation forming body according to claim 2, wherein an end of the brace and an end of the brace forming material are joined.
前記母屋形成材の端部と前記筋交い形成材の端部が上下一対の板状の接合体に挟持された状態で接合されて、三角形網目が連続的に多数配置された網状のユニットを形成し、ユニットを所望の数だけ桁行き方向と間口方向に接合することで形成されることを特徴とする請求項1〜3のいずれか1項記載の屋根下地形成体。   An end of the purlin forming material and an end of the brace forming material are joined in a state of being sandwiched between a pair of upper and lower plate-like joined bodies to form a net-like unit in which a large number of triangular meshes are continuously arranged. The roof foundation forming body according to any one of claims 1 to 3, wherein the unit is formed by joining a desired number of units in a direction and a frontage direction.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7292724B2 (en) 2019-11-07 2023-06-19 九州第一工業株式会社 Roof structure and roof construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7292724B2 (en) 2019-11-07 2023-06-19 九州第一工業株式会社 Roof structure and roof construction method

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