JP2011127275A - Joint part structure of roof panel and roof beam - Google Patents

Joint part structure of roof panel and roof beam Download PDF

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JP2011127275A
JP2011127275A JP2009283867A JP2009283867A JP2011127275A JP 2011127275 A JP2011127275 A JP 2011127275A JP 2009283867 A JP2009283867 A JP 2009283867A JP 2009283867 A JP2009283867 A JP 2009283867A JP 2011127275 A JP2011127275 A JP 2011127275A
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roof
panel
roof panel
roof beam
frame
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JP5441659B2 (en
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Sachi Nakane
佐千 中根
Kiyoka Tsujii
清香 辻井
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint part structure of a roof panel and a roof beam allowing a worker to join the roof panel with the roof beam by bolts with excellent workability. <P>SOLUTION: In this joint structure of the roof panel 2 and the roof beam 1 in a roof structure constituted by supporting the roof panel 2 on the steel roof beam 1 and constituting the roof panel 2 by providing a roofing material 4, a heat insulating material 5, and a waterproof sheet 6 on a plurality of parallel steel frame members 3, the frame members 3 of the roof panel 2 protrude on the roof beam 1, and a beam side connection hardware 7 and a panel side connection piece 8 which protrude sideways and are mutually overlapped are provided on an upper face of the roof beam 1 and a lower face of the frame member 3, respectively. The roof panel 2 and the roof beam 1 are mutually joined by the bolt 11 inserted between the connection hardware 7 and the connection piece 8 being mutually overlapped. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

この発明は、鋼製フレーム材上にデッキプレート等の屋根葺材と断熱材と防水シートとを設けてなる屋根パネルと鋼製の屋根梁との接合部構造に関する。   The present invention relates to a joint structure between a roof panel formed by providing a roof frame material such as a deck plate, a heat insulating material, and a waterproof sheet on a steel frame material and a steel roof beam.

従来、デッキプレート等を屋根葺材とした屋根パネルを鋼製の屋根梁の上に支持する場合、分別解体が可能なように、屋根パネルを屋根梁にボルトで接合している。屋根パネルは、鋼製のフレーム材の上に、屋根葺材と断熱材と防水シートとを一体に設けたものであり、工場で製作される。
上記屋根梁への屋根パネルのボルト接合において、従来は、図23(A)のように上部を上方に開口する溝形鋼からなる受け部50aとした受け材50を屋根梁51の上に嵩上げして固定している。この受け材50の受け部50aに屋根パネルの鋼製フレーム材53を重ねて、このフレーム材53と受け材50の受け部50aとをボルト接合している。受け材50の受け部50aにはボルト挿通孔とシノ孔が設けられる。この場合、受け材50の受け部50aは溝形鋼からなるので、この受け部50aに屋根パネルの鋼製フレーム材53を重ねることで、フレーム材53の大まかな位置決めとずれ止めが同時に行われる。ボルトの締め付けは、嵩上げした受け材50の下部空間を利用して行われる。
Conventionally, when a roof panel made of a deck plate or the like is supported on a steel roof beam, the roof panel is joined to the roof beam with a bolt so as to be separated and disassembled. The roof panel is a steel frame material on which a roof frame material, a heat insulating material, and a waterproof sheet are integrally provided, and is manufactured in a factory.
Conventionally, in the bolting of the roof panel to the roof beam, a receiving material 50 which is a receiving portion 50a made of channel steel having an upper portion opened upward as shown in FIG. 23A is raised above the roof beam 51. And fixed. A steel frame material 53 of a roof panel is stacked on the receiving portion 50a of the receiving material 50, and the frame material 53 and the receiving portion 50a of the receiving material 50 are bolted. The receiving portion 50a of the receiving member 50 is provided with a bolt insertion hole and a sino hole. In this case, since the receiving part 50a of the receiving material 50 is made of channel steel, the frame material 53 is roughly positioned and prevented from being displaced at the same time by overlapping the steel frame material 53 of the roof panel on the receiving part 50a. . The bolts are tightened using the lower space of the raised receiving material 50.

特開2003−293508号公報JP 2003-293508 A

しかし、上記した屋根パネルと屋根梁の接合部構造では、図23(B)のように、ボルト接合部が屋根梁51の真上の位置となるため、ボルト54の締め付けは、嵩上げした受け材50の下部空間を利用して行わなければならず、ボルト締めに電動工具を使用することができず、非常に手間がかかっていた。
また、屋根パネルの吊り上げ時に吊りボルトを使用できず、ワイヤー・スリングで揚重しており、吊り揚げ作業にも手間がかかっていた。スリングで揚重する場合、屋根パネルが滑り不安定となるし、ワイヤーが外れる危険性もあり、作業性が悪く危険であった。
さらに、屋根梁51の真上の位置にボルト接合部があるため、シノを用いることができず、屋根パネルのフレーム材53に設けられたボルト挿通孔と受け材50の受け部50aに設けられたボルト挿通孔を位置合わせする作業が困難であった。
However, in the above-described joint structure between the roof panel and the roof beam, the bolt joint portion is located immediately above the roof beam 51 as shown in FIG. 50 lower space had to be used, and the electric tool could not be used for bolting, which was very laborious.
Also, when lifting the roof panel, the suspension bolts could not be used, and they were lifted by wire slings, which took time and effort. When lifting with a sling, the roof panel becomes slippery and there is a risk that the wire may come off, which makes the workability poor and dangerous.
Furthermore, since there is a bolt joint portion directly above the roof beam 51, Shino cannot be used, and the bolt insertion hole provided in the frame material 53 of the roof panel and the receiving portion 50 a of the receiving material 50 are provided. It was difficult to align the bolt insertion holes.

この発明の目的は、屋根梁上への屋根パネルのボルト接合を作業性良く行える屋根パネルと屋根梁との接合部構造を提供することである。
この発明の他の目的は、現場での屋根パネルの吊り上げ作業を作業性良く安全に行える屋根パネルと屋根梁との接合部構造を提供することである。
The objective of this invention is providing the junction part structure of the roof panel and roof beam which can perform the bolting of the roof panel on a roof beam with sufficient workability | operativity.
Another object of the present invention is to provide a joint structure between a roof panel and a roof beam that allows a roof panel to be lifted on site in a safe manner with good workability.

この発明の屋根パネルと屋根梁との接合部構造は、鋼製の屋根梁上に屋根パネルを支持してなり、前記屋根パネルが、複数本の平行な鋼製のフレーム材上に屋根葺材と断熱材と防水シートとを設けてなる屋根構造における前記屋根パネルと屋根梁との接合構造であって、前記屋根パネルの少なくとも一部において、この屋根パネルの前記フレーム材が前記屋根梁上に位置し、この屋根梁の上面および前記フレーム材の下面に、それぞれ側方に突出して互いに重なる梁側取合金物およびパネル側結合片を設け、これら互いに重なる取合金物間に渡って挿通されたボルトにより、前記屋根パネルと前記屋根梁とを接合したことを特徴とする。
この構成によると、パネル側結合片が屋根パネルフレーム材の側方に突出し、梁側取合金物も屋根梁の側方に突出しているので、ボルトによるパネル側結合片と梁側取合金物との接合では、屋根パネルフレーム材および屋根梁の側方の下位置から電動工具を用いて容易に行うことができる。これにより、屋根梁上への屋根パネルのボルト接合を作業性良く行うことができる。
The joint structure of the roof panel and the roof beam according to the present invention comprises a roof panel supported on a steel roof beam, and the roof panel is formed of a roof frame on a plurality of parallel steel frame members. In the roof structure in which a heat insulating material and a waterproof sheet are provided, the roof panel and the roof beam are joined to each other, and in at least a part of the roof panel, the frame material of the roof panel is positioned on the roof beam. And, on the upper surface of the roof beam and the lower surface of the frame material, a beam-side alloy and a panel-side coupling piece projecting laterally and overlapping each other are provided, and bolts inserted between these alloy alloys that overlap each other Thus, the roof panel and the roof beam are joined together.
According to this configuration, the panel side connecting piece protrudes to the side of the roof panel frame material, and the beam side alloy also protrudes to the side of the roof beam. The joining can be easily performed using a power tool from the lower side of the roof panel frame material and the roof beam. Thereby, the bolting of the roof panel on the roof beam can be performed with good workability.

この発明において、前記梁側取合金物に、上方へ突出して前記屋根パネルの前記フレーム材の位置ずれを阻止するずれ止め材を設けても良い。
このように、梁側取合金物に屋根パネルフレーム材の位置ずれを阻止するずれ止め材を設けることにより、屋根パネルの設置時や設置後に、屋根パネルがずれ落ちる危険性を防止できる。
In this invention, you may provide the slip prevention material which protrudes upwards and prevents the position shift of the said frame material of the said roof panel in the said beam side alloy material.
In this way, by providing the beam side alloy material with the displacement preventing material that prevents the displacement of the roof panel frame material, it is possible to prevent the risk of the roof panel falling off during or after the installation of the roof panel.

この発明において、前記屋根葺材がデッキプレートであって、その波山の並び方向が前記フレーム材と直交する方向とされ、前記フレーム材が前記デッキプレートの縁から突出し、このフレーム材の突出部分に、吊り索のフックを係合させる吊孔を設けても良い。 このように、屋根パネルフレーム材の屋根葺材からの突出部分に吊孔を設けることで、この吊孔に吊り索のフックを係合させて屋根パネルを屋根梁上に吊り上げることができる。このため、従来のようにワイヤー・スリングで屋根パネルを揚重する場合のように手間がかからず、また屋根パネルが滑って不安定となることがないので、現場での屋根パネルの吊り上げ作業を作業性良く安全に行うことができる。   In this invention, the roof covering material is a deck plate, and the arrangement direction of the wavy mountain is a direction perpendicular to the frame material, the frame material protrudes from the edge of the deck plate, and the protruding portion of the frame material, A suspension hole for engaging the hook of the suspension rope may be provided. Thus, by providing the suspension hole in the projecting portion of the roof panel frame material from the roof frame material, the hook of the suspension rope can be engaged with the suspension hole, and the roof panel can be lifted on the roof beam. For this reason, the roof panel is lifted in the field because it does not take much time and the roof panel does not slip and become unstable as in the case of lifting the roof panel with a wire sling as in the past. Can be performed safely with good workability.

この発明の屋根パネルと屋根梁との接合部構造は、鋼製の屋根梁上に屋根パネルを支持してなり、前記屋根パネルが、複数本の平行な鋼製のフレーム材上に屋根葺材と断熱材と防水シートとを設けてなる屋根構造における前記屋根パネルと屋根梁との接合構造であって、前記屋根パネルの少なくとも一部において、この屋根パネルの前記フレーム材が前記屋根梁上に位置し、この屋根梁の上面および前記フレーム材の下面に、それぞれ側方に突出して互いに重なる梁側取合金物およびパネル側結合片を設け、これら互いに重なる取合金物間に渡って挿通されたボルトにより、前記屋根パネルと前記屋根梁とを接合したため、屋根梁上への屋根パネルのボルト接合を作業性良く行うことができる。   The joint structure of the roof panel and the roof beam according to the present invention comprises a roof panel supported on a steel roof beam, and the roof panel is formed of a roof frame on a plurality of parallel steel frame members. In the roof structure in which a heat insulating material and a waterproof sheet are provided, the roof panel and the roof beam are joined to each other, and in at least a part of the roof panel, the frame material of the roof panel is positioned on the roof beam. And, on the upper surface of the roof beam and the lower surface of the frame material, a beam-side alloy and a panel-side coupling piece projecting laterally and overlapping each other are provided, and bolts inserted between these alloy alloys that overlap each other Thus, since the roof panel and the roof beam are joined, the bolt joining of the roof panel onto the roof beam can be performed with good workability.

この発明の一実施形態にかかる屋根パネルと屋根梁との接合部構造の概要を示す分解斜視図である。It is a disassembled perspective view which shows the outline | summary of the junction part structure of the roof panel and roof beam concerning one Embodiment of this invention. この接合部構造が適用される屋根における屋根パネルの割付例を示す平面図である。It is a top view which shows the example of allocation of the roof panel in the roof to which this junction part structure is applied. (A)は同屋根パネル割付例において屋根パネルが隣接する部分での接合部構造の屋根パネル取付途中の断面図、(B)は取付完了時の断面図である。(A) is sectional drawing in the middle of roof panel attachment of the junction part structure in the part which a roof panel adjoins in the roof panel allocation example, (B) is sectional drawing at the time of completion of attachment. (A)は屋根パネルにおけるフレーム材の配置例を示す平面図、(B)はその側面図である。(A) is a top view which shows the example of arrangement | positioning of the frame material in a roof panel, (B) is the side view. (A)は屋根パネルにおけるフレーム材の一構成例を示す平面図、(B)は同正面図、(C)は同左側面図、(D)は右側面図である。(A) is a top view which shows one structural example of the frame material in a roof panel, (B) is the same front view, (C) is the left side view, (D) is a right side view. 屋根パネルにおけるフレーム材の他の構成例を示す平面図である。It is a top view which shows the other structural example of the frame material in a roof panel. 屋根パネルにおけるフレーム材のさらに他の構成例を示す平面図である。It is a top view which shows the other structural example of the frame material in a roof panel. 屋根パネルにおける断熱材の割付例を示す平面図である。It is a top view which shows the example of allocation of the heat insulating material in a roof panel. 屋根パネルにおける絶縁シートおよび防水シートの割付例を示す平面図である。It is a top view which shows the example of allocation of the insulating sheet and waterproof sheet in a roof panel. 屋根パネルの一部を破断して示す斜視図である。It is a perspective view which fractures | ruptures and shows a part of roof panel. 屋根パネルの吊り上げ作業を示す斜視図である。It is a perspective view which shows the lifting operation | work of a roof panel. 屋根梁への屋根パネルのボルト接合作業を示す斜視図である。It is a perspective view which shows the bolt joining operation | work of the roof panel to a roof beam. 図2における屋根の左端部での屋根パネルの接合部構造を示す断面図である。It is sectional drawing which shows the junction part structure of the roof panel in the left end part of the roof in FIG. 図2における屋根の右端部での屋根パネルの接合部構造を示す断面図である。It is sectional drawing which shows the junction part structure of the roof panel in the right end part of the roof in FIG. (A)は図2におけるA部での屋根パネルと屋根梁との接合部構造の平面図、(B)は同接合部構造の断面図である。(A) is a top view of the junction part structure of the roof panel and roof beam in the A section in FIG. 2, (B) is sectional drawing of the junction part structure. (A)は図2におけるB部での屋根パネルと屋根梁との接合部構造の平面図、(B)は同接合部構造の断面図である。(A) is a top view of the junction part structure of the roof panel and roof beam in the B section in FIG. 2, (B) is sectional drawing of the junction part structure. 同接合部構造の斜視図である。It is a perspective view of the junction part structure. (A)は図2におけるC部での屋根パネルと屋根梁との接合部構造の平面図、(B)は同接合部構造の断面図である。(A) is a top view of the junction part structure of the roof panel and roof beam in the C section in FIG. 2, (B) is sectional drawing of the junction part structure. (A)は図2におけるD部での屋根パネルと屋根梁との接合部構造の平面図、(B)は同接合部構造の断面図である。(A) is a top view of the junction part structure of the roof panel and roof beam in the D section in FIG. 2, (B) is sectional drawing of the junction part structure. (A)は図2におけるE部での屋根パネルと屋根梁との接合部構造の平面図、(B)は同接合部構造の断面図である。(A) is a top view of the junction part structure of the roof panel and roof beam in the E section in FIG. 2, (B) is sectional drawing of the junction part structure. 同接合部構造での屋根梁側を示す斜視図である。It is a perspective view which shows the roof beam side in the junction part structure. (A)は図2におけるF部での屋根パネルと屋根梁との接合部構造の平面図、(B)は同接合部構造の断面図である。(A) is a top view of the junction part structure of the roof panel and roof beam in the F section in FIG. 2, (B) is sectional drawing of the junction part structure. 従来例の説明図である。It is explanatory drawing of a prior art example.

この発明の一実施形態を図1ないし図22と共に説明する。図1は、この実施形態の屋根パネルと屋根梁との接合部構造の概要を示す分解斜視図であり、図2は屋根における屋根パネルの割付の平面図を示す。
この屋根パネルと屋根梁との接合部構造は、鋼製の屋根梁1の上に屋根パネル2を支持する場合の接合部構造である。屋根パネル2は、複数本の平行な鋼製のフレーム材3上に、屋根葺材4と断熱材5と防水シート6とを設けてなる。屋根パネル2は工場で製作できるので、現場工期の短縮化が可能であり、現場での高所作業を低減して安全性の向上を図ることができる。屋根梁1は、屋根小梁等となる梁であって、例えば角形鋼管からなる。屋根パネル2のフレーム材3は溝形鋼からなり、屋根葺材4はデッキプレートからなるが、キーストンプレートであっても良い。断熱材5は例えば押出法ポリスチレンフォームからなる。
An embodiment of the present invention will be described with reference to FIGS. FIG. 1 is an exploded perspective view showing an outline of a joint structure between a roof panel and a roof beam according to this embodiment, and FIG. 2 is a plan view of the allocation of the roof panel on the roof.
The joint structure between the roof panel and the roof beam is a joint structure when the roof panel 2 is supported on the steel roof beam 1. The roof panel 2 is provided with a roof covering material 4, a heat insulating material 5, and a waterproof sheet 6 on a plurality of parallel steel frame members 3. Since the roof panel 2 can be manufactured at the factory, the on-site construction period can be shortened, and it is possible to improve the safety by reducing the work at high places on the site. The roof beam 1 is a beam that is a roof beam or the like, and is made of, for example, a square steel pipe. The frame material 3 of the roof panel 2 is made of channel steel, and the roof covering 4 is made of a deck plate, but may be a keystone plate. The heat insulating material 5 is made of, for example, an extruded polystyrene foam.

屋根パネル2の各フレーム材3は対応する屋根梁1に沿って配置され、それらの屋根梁1の上に位置する。屋根梁1の上面にはその側方に突出するように位置する複数の板状の梁側取合金物7が設けられる。また、屋根パネル2の一部または全部のフレーム材3の下面にはその側方に突出するように位置して前記各梁側取合金物7と互いに重なる複数の板状のパネル側結合片8が設けられる。これらの互いに重なる梁側取合金物7とパネル側結合片8にはボルト挿通孔9,10がそれぞれ設けられ、これら両ボルト挿通孔9,10に渡って挿通されたボルト11(図3)により、屋根梁1と屋根パネル2とが接合される。図1の例では、屋根パネル2の3本のフレーム材3のうち、中央のフレーム材3と図の右側のフレーム材3とにパネル側結合片8が設けられている。中央のフレーム材3に設けられたパネル側結合片8は、フレーム材3の両側に突出し、右側のフレーム材3に設けられたパネル側結合片8は、パネル中央側となる片側のみに突出している。これらパネル側結合片8に対応して、梁側取合金物7についても、中央の屋根梁1の梁側取合金物7は両側に突出し、右側の屋根梁1の梁側取合金物7は片側のみに突出している。図の左側のフレーム材3にはパネル側結合片8が設けられておらず、屋根梁1の上面に接合された梁側取合金物7の前記屋根梁1の側方に突出する部分の上に、左側のフレーム材3が直接に載せられ、フレーム材3と梁側取合金物7とがボルト接合される。このボルト接合は、梁側取合金物7のボルト挿通孔9と、フレーム材3の底面に設けられたボルト挿通孔とに渡って挿通されるボルトにより行われる。   Each frame member 3 of the roof panel 2 is arranged along the corresponding roof beam 1 and is located on the roof beam 1. On the upper surface of the roof beam 1, a plurality of plate-like beam-side alloy materials 7 are provided so as to protrude laterally. Further, a plurality of plate-like panel-side connecting pieces 8 which are positioned on the lower surface of a part or all of the frame material 3 of the roof panel 2 so as to protrude laterally and overlap with the beam-side alloy 7. Is provided. Bolt insertion holes 9 and 10 are respectively provided in the beam-side alloy 7 and the panel-side coupling piece 8 that are overlapped with each other, and bolts 11 (FIG. 3) inserted through the bolt insertion holes 9 and 10. The roof beam 1 and the roof panel 2 are joined. In the example of FIG. 1, among the three frame members 3 of the roof panel 2, the panel-side coupling piece 8 is provided on the center frame member 3 and the right frame member 3 in the drawing. The panel-side coupling pieces 8 provided on the central frame member 3 protrude on both sides of the frame member 3, and the panel-side coupling pieces 8 provided on the right frame member 3 protrude only on one side which becomes the panel central side. Yes. Corresponding to these panel-side connecting pieces 8, the beam-side alloy 7 of the central roof beam 1 also protrudes on both sides, and the beam-side alloy 7 of the right roof beam 1 is Projects only on one side. The frame material 3 on the left side of the figure is not provided with the panel-side coupling piece 8, and the upper part of the beam-side alloy 7 joined to the upper surface of the roof beam 1 protrudes to the side of the roof beam 1. The frame material 3 on the left side is directly placed on the frame material 3 and the frame material 3 and the beam-side alloy 7 are bolted together. This bolt joining is performed by a bolt inserted across the bolt insertion hole 9 of the beam side alloy 7 and the bolt insertion hole provided in the bottom surface of the frame member 3.

図3は、図2における2つの屋根パネル2,2がその幅方向に隣り合う例えばA部でのIII − III矢視断面図を示す。なお、図2の屋根パネル割付図において、1枚の屋根パネル2は例えば鎖線で示す矩形の大きさで表されている。図3(A)では、隣り合う2つの屋根パネル2,2のうち片方の屋根パネル2が屋根梁1の上にボルト接合されており、もう片方の屋根パネル2は吊り上げられて接合される前の状態にある。屋根パネル2のデッキプレートからなる屋根葺材4の波山の並び方向はフレーム材3と直交する方向とされる。フレーム材3は前記デッキプレートの縁4 aから例えば30mm程度突出させてあり、このフレーム材3の突出部分に、吊り索40のフック41(図1)を係合させる吊孔12が設けられている。この吊孔12に、図11のように吊り索40のフック41を係合させることで、図3(A)のように屋根パネル2を屋根梁1の上に吊り上げることができる。このため、従来のようにワイヤー・スリングで屋根パネルを揚重する場合のように手間がかからず、非常に円滑に吊り上げ作業を行うことができ、工数を削減できる。また、吊り上げ時に、屋根パネル2が滑って不安定となることがないので、作業性が良く、脱落の危険性も解消できる。   FIG. 3 shows a cross-sectional view taken along arrow III-III at, for example, part A where the two roof panels 2 and 2 in FIG. 2 are adjacent in the width direction. In the roof panel layout diagram of FIG. 2, one roof panel 2 is represented by a rectangular size indicated by a chain line, for example. In FIG. 3 (A), one of the two adjacent roof panels 2, 2 is bolted onto the roof beam 1, and the other roof panel 2 is lifted and joined. It is in the state of. The direction in which the ridges of the roof covering material 4 made of the deck plate of the roof panel 2 are orthogonal to the frame material 3 is set. The frame member 3 protrudes from the edge 4a of the deck plate by about 30 mm, for example, and a suspension hole 12 for engaging the hook 41 (FIG. 1) of the suspension rope 40 is provided at the protruding portion of the frame member 3. Yes. By engaging the hook 41 of the suspension cable 40 in the suspension hole 12 as shown in FIG. 11, the roof panel 2 can be suspended on the roof beam 1 as shown in FIG. For this reason, it is possible to carry out the lifting work very smoothly and reduce the number of man-hours, unlike the conventional case where the roof panel is lifted by the wire sling. Moreover, since the roof panel 2 does not slip and become unstable when lifted, the workability is good and the risk of falling off can be eliminated.

吊り上げられた屋根パネル2は、図3(B)のようにそのパネル側結合片8が梁側取合金物7と重なるように、屋根梁1の上面にこれに沿ってフレーム材3が重なる状態に載せられ、パネル側結合片8と梁側取合金物7とがボルト11で接合される。パネル側結合片8はフレーム材3の側方に突出し、梁側取合金物7も屋根梁1の側方に突出している。そのため、ボルト11によるパネル側結合片8と梁側取合金物7との接合では、図12のように屋根パネル2のフレーム材3および屋根梁1の側方の下位置から電動工具42を用いて容易にボルト締めができ、ボルト接合の作業性を向上させることができる。また、屋根パネル2の位置合わせにシノが使えるので、この点でも作業性が向上する。さらに、上面が水平面とされた梁側取合金物7と下面が水平面とされたパネル側結合片8とで取り合いするため、屋根パネル2のスパン方向・桁方向への位置調整を容易に行うことができる。
隣り合う屋根パネル2,2の両断熱材5,5間には目地用断熱材15が配置され、この目地用断熱材15は、両屋根パネル2,2の屋根葺材4,4間に跨がって設置される断面ハット形の支持部材14で支持される。支持部材14は例えば亜鉛メッキ鋼板からなる。
The suspended roof panel 2 is in a state where the frame material 3 overlaps the upper surface of the roof beam 1 so that the panel-side coupling piece 8 overlaps the beam-side alloy 7 as shown in FIG. The panel-side connecting piece 8 and the beam-side alloy 7 are joined together by bolts 11. The panel side connecting piece 8 protrudes to the side of the frame material 3, and the beam side alloy 7 also protrudes to the side of the roof beam 1. Therefore, in joining the panel-side coupling piece 8 and the beam-side alloy 7 with the bolt 11, the electric tool 42 is used from the frame material 3 of the roof panel 2 and the lower side of the roof beam 1 as shown in FIG. Therefore, the bolt can be easily tightened, and the workability of the bolt joining can be improved. Moreover, since a Shino can be used for alignment of the roof panel 2, workability is also improved in this respect. Further, since the beam-side alloy 7 having the upper surface made horizontal and the panel-side connecting piece 8 having the lower surface made horizontal, the roof panel 2 can be easily adjusted in the span direction / girder direction. Can do.
A joint heat insulating material 15 is disposed between the two heat insulating materials 5 and 5 of the adjacent roof panels 2 and 2, and the joint heat insulating material 15 extends between the roof covering materials 4 and 4 of the both roof panels 2 and 2. It is supported by a support member 14 having a hat-shaped cross section. The support member 14 is made of, for example, a galvanized steel plate.

図4(A)は屋根パネル2におけるフレーム材3の配置例の平面図を示し、図4(B)はフレーム材3に屋根葺材4を取り付けた状態の側面図を示す。このフレーム材配置例では、3つのフレーム材3が配置され、そのうち2つのフレーム材3にパネル側結合片8が設けられる。
図5(A),(B),(C),(D)は前記フレーム材3の一構成例の平面図、正面図、左側面図、および右側面図を示す。この構成例では、フレーム材3の左端と右端より若干左寄りの位置に両側方に突出するパネル側結合片8が設けられている。
図6は前記フレーム材3の他の構成例の平面図を示す。この構成例では、フレーム材3の右端と左端より若干右寄りの位置に両側方に突出するパネル側結合片8が設けられている。
図7は前記フレーム材3のさらに他の構成例の平面図を示す。この構成例では、フレーム材3の右端と左端とに両側方に突出するパネル側結合片8が設けられている。
FIG. 4A shows a plan view of an arrangement example of the frame material 3 in the roof panel 2, and FIG. 4B shows a side view of the state in which the roof covering material 4 is attached to the frame material 3. In this frame material arrangement example, three frame materials 3 are arranged, and two of the frame materials 3 are provided with panel-side coupling pieces 8.
5A, 5B, 5C, and 5D are a plan view, a front view, a left side view, and a right side view of one configuration example of the frame member 3, respectively. In this configuration example, panel side coupling pieces 8 projecting to both sides are provided at positions slightly to the left of the left end and the right end of the frame member 3.
FIG. 6 shows a plan view of another configuration example of the frame member 3. In this configuration example, panel-side coupling pieces 8 that protrude to both sides are provided at positions slightly to the right of the right end and the left end of the frame member 3.
FIG. 7 shows a plan view of still another configuration example of the frame member 3. In this configuration example, panel side coupling pieces 8 projecting to both sides are provided at the right end and the left end of the frame member 3.

図8は、屋根パネル2の屋根葺材4の上に配置する断熱材5の割付例を平面図で示す。この例では、屋根葺材4上に5枚の断熱材5を屋根パネル2の長さ方向に縦に並べて配置している。図9は、前記断熱材5の上にさらに絶縁材13を敷設し、この絶縁材13をさらに防水シート6で覆った状態を平面図で示す。絶縁材13は、屋根葺材4の四辺から外方にはみ出すように敷設され、図3のように断熱材5および屋根葺材4を貫通するタッピングねじ型のディスクビス16で固定される。絶縁材13は、例えば発泡ポリエチレン系樹脂シートからなる。図10は、ディスクビス16で絶縁材13を断熱材5の上に固定した状態を斜視図で示している。ディスクビス16は、その頭部16aをディスク形状としたものであり、そのディスク状頭部16aと絶縁材13との間には補強シート17が介在させてある。防水シート6はディスクビス16の頭部16aを含めて絶縁材13の上面を覆う。ディスクビス16の頭部16a表面には図示しない融着用樹脂がコーティングされ、ディスク状頭部16aを高周波加熱などすることにより、ディスク状頭部16aと防水シート6とが一体に固定される。
図3(B)のように、目地用断熱材15の上面にも、屋根パネル2の絶縁材13と連続するように絶縁材13が敷設され、さらにその絶縁材13が防水シート6で覆われる。
FIG. 8 is a plan view showing an allocation example of the heat insulating material 5 arranged on the roof covering material 4 of the roof panel 2. In this example, five heat insulating materials 5 are arranged vertically in the longitudinal direction of the roof panel 2 on the roof covering material 4. FIG. 9 is a plan view showing a state in which an insulating material 13 is further laid on the heat insulating material 5 and the insulating material 13 is further covered with a waterproof sheet 6. The insulating material 13 is laid so as to protrude outward from the four sides of the roof covering material 4 and is fixed by a tapping screw type disk screw 16 penetrating the heat insulating material 5 and the roof covering material 4 as shown in FIG. The insulating material 13 is made of, for example, a foamed polyethylene resin sheet. FIG. 10 is a perspective view showing a state in which the insulating material 13 is fixed on the heat insulating material 5 with the disk screw 16. The disk screw 16 has a disk-shaped head 16a, and a reinforcing sheet 17 is interposed between the disk-shaped head 16a and the insulating material 13. The waterproof sheet 6 covers the upper surface of the insulating material 13 including the head 16 a of the disk screw 16. The surface of the head 16a of the disk screw 16 is coated with a fusion resin (not shown), and the disk-shaped head 16a and the waterproof sheet 6 are fixed integrally by heating the disk-shaped head 16a with high frequency.
As shown in FIG. 3B, the insulating material 13 is also laid on the upper surface of the joint heat insulating material 15 so as to be continuous with the insulating material 13 of the roof panel 2, and the insulating material 13 is further covered with the waterproof sheet 6. .

図13は、図2の屋根における左端でのXIII−XIII矢視断面図を示す。左端の屋根パネル2にはその左辺から左側に延びる張出し部18が設けられる。この張出し部18は、断熱材支持部材19、張出し部用断熱材20、張出し部用縦板材21、パネル支持用フレーム材22などによって構成されている。断熱材支持部材19は、屋根パネル2における屋根葺材4の上面に一端がビス23で固定されて左側に延びる断面L字状の板材であり、この断熱材支持部材19の上に屋根パネル2の断熱材5に繋がる張出し用断熱材20が支持される。断熱材支持部材19は例えば亜鉛メッキ鋼板からなる。張出し用断熱材20の上面には、屋根パネル2の絶縁材13に繋がる絶縁材13が敷設される。張出し用縦板材21は、断面L字状の接続金具24およびビス25,26によって張出し用断熱材20の左端に沿って立ち上がるように固定される。すなわち、接続金具24の横片は絶縁材13の上面に配置されてビス25の貫通する絶縁材13、張出し用断熱材21および断熱材支持部材19に固定される。また、接続金具24の縦片は張出し用縦板材21の内向き面に沿って配置されて張出し用縦板材21にビス26で固定される。接続金具24は例えば塩ビ鋼板からなる。
さらに、パネル支持用フレーム材22は前記張出し用縦板材21の外向き面に沿って配置され、前記接続金具24と共にビス26で張出し用縦板材21に固定される。パネル支持用フレーム材22は例えば溝形鋼からなる。ビス26で固定される接続金具24の縦片の上面は被覆テープ27で被覆される。被覆テープ27は例えばブチルテープからなる。この張出し部18の上面、つまり前記絶縁材13上面の一部および接続金具24の横片上面は、屋根パネル2の防水シート6に繋がる防水シート6で覆われる。また、張出し部18の内向き縦面、つまり接続金具24の縦片表面、被覆テープ27の表面および張出し用縦板材21の内向き面の一部は、立ち上がり用防水シート28で覆われる。パネル支持用フレーム材22には図示しない外壁パネル、庇パネル、水上パネルなどが取り付けられる。
FIG. 13: shows the XIII-XIII arrow sectional drawing in the left end in the roof of FIG. The leftmost roof panel 2 is provided with an overhanging portion 18 extending from the left side to the left side. The overhang portion 18 includes a heat insulating material support member 19, an overhang portion heat insulating material 20, an overhang portion vertical plate member 21, a panel support frame member 22, and the like. The heat insulating material support member 19 is a plate member having an L-shaped cross section that is fixed to the upper surface of the roof covering 4 in the roof panel 2 with a screw 23 and extends to the left side. The overhanging heat insulating material 20 connected to the heat insulating material 5 is supported. The heat insulating material support member 19 is made of, for example, a galvanized steel plate. An insulating material 13 connected to the insulating material 13 of the roof panel 2 is laid on the upper surface of the overhanging heat insulating material 20. The overhanging vertical plate member 21 is fixed so as to rise along the left end of the overhanging heat insulating material 20 by means of an L-shaped connection fitting 24 and screws 25 and 26. That is, the horizontal piece of the connection fitting 24 is arranged on the upper surface of the insulating material 13 and fixed to the insulating material 13 through which the screw 25 passes, the overhanging heat insulating material 21 and the heat insulating material supporting member 19. Further, the vertical piece of the connection fitting 24 is disposed along the inward surface of the overhanging vertical plate member 21 and is fixed to the overhanging vertical plate member 21 with screws 26. The connection fitting 24 is made of, for example, a PVC steel plate.
Further, the panel support frame member 22 is disposed along the outward surface of the overhanging vertical plate member 21, and is fixed to the overhanging vertical plate member 21 with screws 26 together with the connection fitting 24. The panel support frame material 22 is made of, for example, channel steel. The upper surface of the vertical piece of the connection fitting 24 fixed with the screw 26 is covered with a covering tape 27. The covering tape 27 is made of, for example, a butyl tape. The upper surface of the overhanging portion 18, that is, a part of the upper surface of the insulating material 13 and the upper surface of the lateral piece of the connection fitting 24 are covered with the waterproof sheet 6 connected to the waterproof sheet 6 of the roof panel 2. In addition, the inward vertical surface of the overhang portion 18, that is, the vertical piece surface of the connection fitting 24, the surface of the covering tape 27, and a part of the inward surface of the overhanging vertical plate member 21 are covered with the rising waterproof sheet 28. The panel support frame member 22 is attached with an outer wall panel, a heel panel, a water panel, etc. (not shown).

図14は、図2の屋根における右端でのXIV − XIV矢視断面図を示す。右端の屋根パネル2にもその右辺から右側に延びて図13の場合と同様の張出し部18が設けられる。その構造は図13の場合と同様であり、ここでは説明を省略する。   FIG. 14 is a cross-sectional view taken along the arrow XIV-XIV at the right end of the roof of FIG. The rightmost roof panel 2 is also provided with an overhanging portion 18 extending from the right side to the right side as in the case of FIG. Its structure is the same as in FIG. 13, and a description thereof is omitted here.

図15(A)は、図2の屋根におけるA部での屋根パネル2のパネル側結合片8の平面図を示し、図15(B)はA部でのXV−XV矢視断面図を示す。この場合、隣り合う2枚の屋根パネル2,2の側辺においてフレーム材3の先端に設けられたパネル側結合片8が互いに隣接しており、これらのパネル側結合片8は両側方に突出して、対応する屋根梁1の梁側取合金物7にボルト11で接合されている。   15A shows a plan view of the panel-side coupling piece 8 of the roof panel 2 at the A portion in the roof of FIG. 2, and FIG. 15B shows a sectional view taken along the arrow XV-XV at the A portion. . In this case, the panel-side coupling pieces 8 provided at the front ends of the frame material 3 are adjacent to each other on the sides of the two adjacent roof panels 2 and 2, and these panel-side coupling pieces 8 protrude on both sides. Then, it is joined to the beam side alloy 7 of the corresponding roof beam 1 with a bolt 11.

図16(A)は、図2の屋根におけるB部での梁側取合金物7の平面図を示し、図12(B)はB部でのXVI − XVI矢視断面図を示す。図17は、B部の斜視図を示す。この場合、隣り合う4枚の屋根パネル2の隅部において、各フレーム材3の先端にはパネル側結合片8が設けられていない。これらの各フレーム材3の先端部は、対応する屋根梁1の上面にレベル調整板29を介して設けられた1枚の梁側取合金物7で支持され、それぞれボルト11によりその梁側取合金物7に接合される。レベル調整板29の厚みはパネル側結合片8の厚みと同じに設定される。この場合の梁側取合金物7の上面の隣り合う屋根パネル2,2のフレーム材3,3を挟む中間位置には、上方に突出してフレーム材3の位置ずれを阻止するずれ止め材30が設けられている。
このように、梁側取合金物7の上面の隣り合う屋根パネル2,2のフレーム材3,3を挟む中間位置にずれ止め材30を設けることにより、屋根パネル2の設置時や設置後に、屋根パネル2がずれ落ちる危険性を防止できる。この場合に、梁側取合金物7を設けることで、屋根パネル1に対して両側のフレーム材3,3の位置をずらせているため、前記ずれ止め材30を設けるスペースが、両側のフレーム材3,3の間に得られる。
FIG. 16A shows a plan view of the beam-side alloy 7 at the B portion in the roof of FIG. 2, and FIG. 12B shows a cross-sectional view at the XVI-XVI arrow at the B portion. FIG. 17 is a perspective view of part B. In this case, the panel-side coupling piece 8 is not provided at the tip of each frame member 3 at the corners of the four adjacent roof panels 2. The front ends of these frame members 3 are supported by a single beam-side alloy 7 provided on the upper surface of the corresponding roof beam 1 via a level adjusting plate 29, and each beam-side edge is supported by a bolt 11. Bonded to the alloy 7. The thickness of the level adjusting plate 29 is set to be the same as the thickness of the panel side coupling piece 8. In this case, an anti-slip material 30 that protrudes upward and prevents misalignment of the frame material 3 is located at an intermediate position between the frame members 3 and 3 of the adjacent roof panels 2 and 2 on the upper surface of the beam-side alloy 7. Is provided.
Thus, by providing the slip stopper 30 at an intermediate position sandwiching the frame materials 3 and 3 of the adjacent roof panels 2 and 2 on the upper surface of the beam-side alloy 7, during and after the installation of the roof panel 2, The risk of the roof panel 2 falling off can be prevented. In this case, the position of the frame members 3 and 3 on both sides is shifted with respect to the roof panel 1 by providing the beam-side alloy material 7, so that the space for providing the displacement preventing material 30 is the frame material on both sides. Between 3 and 3.

図18(A)は、図2の屋根におけるC部での屋根パネル2のパネル側結合片8の平面図を示し、図18(B)はC部でのXVIII − XVIII矢視断面図を示す。この場合、隣り合う2枚の屋根パネル2,2の側辺においてフレーム材3の先端に設けられたパネル側結合片8が互いに隣接しており、これらのパネル側結合片8は一側方に突出して、対応する屋根梁1の梁側取合金物7にボルト11で接合されている。屋根梁1の上面には嵩上げ部材31が設けられ、この嵩揚げ部材31の上端に1枚の梁側取合金物7が設けられており、この1枚の梁側取合金物7に2枚のパネル側結合片8がボルト接合される。また、嵩揚げ部材31の前記梁側取合金物7の突出側とは反対側の側面に、上方へ突出して屋根パネル2のフレーム材3の位置ずれを阻止するずれ止め材30Aが設けられている。これにより、屋根パネル2の設置時や設置後に、屋根パネル2がずれ落ちる危険性を防止できる。   18A shows a plan view of the panel-side coupling piece 8 of the roof panel 2 at the C portion in the roof of FIG. 2, and FIG. 18B shows a sectional view taken along the arrow XVIII-XVIII at the C portion. . In this case, the panel side coupling pieces 8 provided at the front ends of the frame members 3 are adjacent to each other on the sides of the two adjacent roof panels 2 and 2, and these panel side coupling pieces 8 are located on one side. It protrudes and is joined to the beam side alloy 7 of the corresponding roof beam 1 with a bolt 11. A raising member 31 is provided on the upper surface of the roof beam 1, and one beam side alloy 7 is provided on the upper end of the raising member 31, and two pieces are provided on the one beam side alloy 7. The panel-side coupling piece 8 is bolted. Further, on the side surface of the lifting member 31 opposite to the projecting side of the beam side alloy 7, there is provided a detent material 30 </ b> A that projects upward and prevents the frame 3 of the roof panel 2 from being displaced. Yes. Thereby, the danger that the roof panel 2 will slip | deviate at the time of installation of the roof panel 2 or after installation can be prevented.

図19(A)は、図2の屋根におけるD部での屋根パネル2のパネル側結合片8の平面図を示し、図19(B)はD部でのXIX −XIX 矢視断面図を示す。この場合も、隣り合う2枚の屋根パネル2,2の側辺においてフレーム材3の先端に設けられたパネル側結合片8が互いに隣接しており、これらのパネル側結合片8は一側方に突出して、対応する屋根梁1の1 枚の梁側取合金物7にボルト11で接合されている。この場合の屋根梁1は溝形鋼からなる。   FIG. 19A shows a plan view of the panel-side coupling piece 8 of the roof panel 2 at the D portion in the roof of FIG. 2, and FIG. 19B shows a cross-sectional view taken along the arrow XIX-XIX at the D portion. . Also in this case, the panel-side coupling pieces 8 provided at the front ends of the frame members 3 are adjacent to each other on the sides of the two adjacent roof panels 2 and 2, and these panel-side coupling pieces 8 are arranged on one side. And is joined to one beam side alloy 7 of the corresponding roof beam 1 with a bolt 11. The roof beam 1 in this case is made of channel steel.

図20(A)は、図2の屋根におけるE部での屋根パネル2のパネル側結合片8の平面図を示し、図20(B)はE部でのXX−XX矢視断面図を示す。図21は、E部における屋根梁1の斜視図を示す。この場合も、隣り合う2枚の屋根パネル2,2の側辺においてフレーム材3の先端に設けられたパネル側結合片8が互いに隣接しており、これらのパネル側結合片8は一側方に突出して、対応する屋根梁1の1 枚の梁側取合金物7にボルト11で接合されている。また、屋根梁1の前記梁側取合金物7の突出側とは反対側の側面に、上方へ突出して屋根パネル2のフレーム材3の位置ずれを阻止するずれ止め材30Aが設けられている。これにより、屋根パネル2の設置時や設置後に、屋根パネル2がずれ落ちる危険性を防止できる。   20A shows a plan view of the panel-side coupling piece 8 of the roof panel 2 at the E portion in the roof of FIG. 2, and FIG. 20B shows a cross-sectional view taken along the line XX-XX at the E portion. . FIG. 21 is a perspective view of the roof beam 1 at the E part. Also in this case, the panel-side coupling pieces 8 provided at the front ends of the frame members 3 are adjacent to each other on the sides of the two adjacent roof panels 2 and 2, and these panel-side coupling pieces 8 are arranged on one side. And is joined to one beam side alloy 7 of the corresponding roof beam 1 with a bolt 11. Further, on the side surface of the roof beam 1 opposite to the projecting side of the beam-side alloy 7, there is provided a displacement preventing material 30 </ b> A that projects upward and prevents the frame material 3 of the roof panel 2 from being displaced. . Thereby, the danger that the roof panel 2 will slip | deviate at the time of installation of the roof panel 2 or after installation can be prevented.

図22(A)は、図2の屋根におけるF部での屋根パネル2のパネル側結合片8の平面図を示し、図22(B)はF部でのXXII−XXII矢視断面図を示す。この場合も、隣り合う2枚の屋根パネル2,2の側辺においてフレーム材3の先端に設けられたパネル側結合片8が互いに隣接しており、これらのパネル側結合片8は一側方に突出して、対応する屋根梁1の1 枚の梁側取合金物7にボルト11で接合されている。また、屋根梁1の前記梁側取合金物7の突出側とは反対側の側面に、上方へ突出して屋根パネル2のフレーム材3の位置ずれを阻止するずれ止め材30Aが設けられている。これにより、屋根パネル2の設置時や設置後に、屋根パネル2がずれ落ちる危険性を防止できる。   22A shows a plan view of the panel-side coupling piece 8 of the roof panel 2 at the F portion in the roof of FIG. 2, and FIG. 22B shows a cross-sectional view taken along the line XXII-XXII at the F portion. . Also in this case, the panel-side coupling pieces 8 provided at the front ends of the frame members 3 are adjacent to each other on the sides of the two adjacent roof panels 2 and 2, and these panel-side coupling pieces 8 are arranged on one side. And is joined to one beam side alloy 7 of the corresponding roof beam 1 with a bolt 11. Further, on the side surface of the roof beam 1 opposite to the projecting side of the beam-side alloy 7, there is provided a displacement preventing material 30 </ b> A that projects upward and prevents the frame material 3 of the roof panel 2 from being displaced. . Thereby, the danger that the roof panel 2 will slip | deviate at the time of installation of the roof panel 2 or after installation can be prevented.

この屋根パネルと屋根梁との接合構造によると、上記した接合作業の作業性が向上するため、コンビニ等の規模の建物の屋根工事でのレッカー作業を一日で完了させることができる。   According to the joint structure between the roof panel and the roof beam, the workability of the joint work described above is improved, so that the tow work in the roof construction of a building of a scale such as a convenience store can be completed in one day.

1…屋根梁
2…屋根パネル
3…フレーム材
4…屋根葺材
5…断熱材
6…防水シート
7…梁側取合金物
8…パネル側結合片
9,10…ボルト挿通孔
11…ボルト
12…吊孔
30,30A…ずれ止め材
40…吊り索
41…フック
DESCRIPTION OF SYMBOLS 1 ... Roof beam 2 ... Roof panel 3 ... Frame material 4 ... Roof covering material 5 ... Heat insulating material 6 ... Waterproof sheet 7 ... Beam side alloy 8 ... Panel side connection piece 9,10 ... Bolt insertion hole 11 ... Bolt 12 ... Hanging Holes 30, 30A ... Anti-slip material 40 ... Suspension rope 41 ... Hook

Claims (3)

鋼製の屋根梁上に屋根パネルを支持してなり、前記屋根パネルが、複数本の平行な鋼製のフレーム材上に屋根葺材と断熱材と防水シートとを設けてなる屋根構造における前記屋根パネルと屋根梁との接合構造であって、
前記屋根パネルの少なくとも一部において、この屋根パネルの前記フレーム材が前記屋根梁上に突出し、この屋根梁の上面および前記フレーム材の下面に、それぞれ側方に突出して互いに重なる梁側取合金物およびパネル側結合片を設け、これら互いに重なる取合金物間に渡って挿通されたボルトにより、前記屋根パネルと前記屋根梁とを接合したことを特徴とする屋根パネルと屋根梁との接合部構造。
The roof in a roof structure comprising a roof panel supported on a steel roof beam, wherein the roof panel is provided with a roof frame, a heat insulating material, and a waterproof sheet on a plurality of parallel steel frame members. A joint structure between a panel and a roof beam,
In at least a part of the roof panel, the frame material of the roof panel protrudes on the roof beam, and protrudes laterally and overlaps the upper surface of the roof beam and the lower surface of the frame material. And the roof panel and the roof beam are joined by a bolt that is provided between the laminated alloy materials that are overlapped with each other, and the roof panel and the roof beam are joined together. .
請求項1において、前記梁側取合金物に、上方へ突出して前記屋根パネルの前記フレーム材の位置ずれを阻止するずれ止め材を設けた屋根パネルと屋根梁との接合部構造。   The joint structure of a roof panel and a roof beam according to claim 1, wherein the beam-side alloy is provided with a displacement preventing material that protrudes upward and prevents a displacement of the frame material of the roof panel. 請求項1または請求項2において、前記屋根葺材がデッキプレートであって、その波山の並び方向が前記フレーム材と直交する方向とされ、前記フレーム材が前記デッキプレートの縁から突出し、このフレーム材の突出部分に、吊り索のフックを係合させる吊孔を設けた屋根パネルと屋根梁との接合部構造。   3. The roof material according to claim 1, wherein the roof covering material is a deck plate, and an arrangement direction of the wavy mountains is a direction orthogonal to the frame material, and the frame material protrudes from an edge of the deck plate. The joint structure of the roof panel and roof beam which provided the suspension hole which engages the hook of a suspension rope in the protrusion part.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0522718U (en) * 1991-09-06 1993-03-26 大和ハウス工業株式会社 Roof panel fixed structure
JP2003293508A (en) * 2002-03-29 2003-10-15 Daiwa House Ind Co Ltd Roof panel, execution method of roof, fire resistive roof structure and fire resistive building construction
JP2007197949A (en) * 2006-01-25 2007-08-09 Daiwa House Ind Co Ltd Roof structure and method of constructing the same

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0522718U (en) * 1991-09-06 1993-03-26 大和ハウス工業株式会社 Roof panel fixed structure
JP2003293508A (en) * 2002-03-29 2003-10-15 Daiwa House Ind Co Ltd Roof panel, execution method of roof, fire resistive roof structure and fire resistive building construction
JP2007197949A (en) * 2006-01-25 2007-08-09 Daiwa House Ind Co Ltd Roof structure and method of constructing the same

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