JP6242324B2 - Fireproof panel connection structure - Google Patents

Fireproof panel connection structure Download PDF

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JP6242324B2
JP6242324B2 JP2014232664A JP2014232664A JP6242324B2 JP 6242324 B2 JP6242324 B2 JP 6242324B2 JP 2014232664 A JP2014232664 A JP 2014232664A JP 2014232664 A JP2014232664 A JP 2014232664A JP 6242324 B2 JP6242324 B2 JP 6242324B2
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base material
fireproof panel
fireproof
joint
connection structure
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JP2016094789A (en
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智美 添田
智美 添田
大輔 桂
大輔 桂
栄紀 鴨下
栄紀 鴨下
義人 有馬
義人 有馬
洋輔 小濱
洋輔 小濱
昌信 宮田
昌信 宮田
賢悟 山本
賢悟 山本
秀俊 橘
秀俊 橘
純 谷口
純 谷口
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Fujita Corp
Daiwa House Industry Co Ltd
Nippon Steel Coated Sheet Corp
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Fujita Corp
Daiwa House Industry Co Ltd
Nippon Steel Coated Sheet Corp
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この発明は、物流施設等の鉄骨系建物等において、耐火性能を必要とする壁や屋根、特に外壁に適用される耐火パネルの接続構造に関する。   The present invention relates to a fireproof panel connection structure that is applied to walls and roofs that require fireproof performance, particularly outer walls, in steel-based buildings such as logistics facilities.

耐火性能が求められる建物の外壁や屋根には、耐火認定を受けている材料および構造方法を採用する必要がある。
従来技術では、例えばロックウールなどの不燃断熱材を鋼板で挟み込んだ構造の金属サンドイッチパネルなどの耐火パネルを施工する際、躯体または躯体に取り付けられた部材に、図12に示すように、まず胴縁と呼ばれる下地材43,43Aを固定し、下地材43,43Aに対して、耐火パネル42をビスなどにより固定する。
For exterior walls and roofs of buildings that require fire resistance, it is necessary to adopt materials and construction methods that have received fire resistance certification.
In the prior art, when constructing a fireproof panel such as a metal sandwich panel having a structure in which a non-combustible heat insulating material such as rock wool is sandwiched between steel plates, as shown in FIG. The base material 43, 43A called an edge is fixed, and the fireproof panel 42 is fixed to the base material 43, 43A with a screw or the like.

耐火パネル42の下地材43,43Aへのビス固定作業は、下地材43,43Aと反対側に設けられた足場(図示せず)から行われ、例えば耐火パネル42が外壁面を構成する場合は、外部足場から行われる。この時、耐火パネル42は、1枚1枚ウインチなどによって吊り上げられ,下地材43,43Aに取り付けられる。   Screw fixing work to the base material 43, 43A of the fireproof panel 42 is performed from a scaffold (not shown) provided on the opposite side of the base material 43, 43A. For example, when the fireproof panel 42 constitutes an outer wall surface Done from an external scaffold. At this time, the fireproof panel 42 is lifted by one winch or the like and attached to the base materials 43 and 43A.

特許第3550304号公報Japanese Patent No. 3550304 特開2012−57370号公報JP 2012-57370 A

近年、省力化や短工期化が求められているが,足場から耐火パネル42を1枚1枚取り付ける作業では、省力化や短工期化は期待できない。そこで、図13のように、耐火パネル42の複数枚を予め下地材に地組しておいて、一体化された複数の耐火パネル42を一度に吊り上げて外壁面に取り付けることで、省力化や短工期化を図ることが期待される。   In recent years, labor saving and shortening of the construction period have been demanded. However, in the work of attaching the fireproof panels 42 one by one from the scaffold, labor saving and shortening of the construction period cannot be expected. Therefore, as shown in FIG. 13, a plurality of refractory panels 42 are pre-assembled on the base material, and the plurality of integrated refractory panels 42 are lifted at once and attached to the outer wall surface, thereby saving labor. It is expected to shorten the construction period.

しかしながら、耐火認定を取得している多くの耐火パネル42は、パネルの長辺方向の目地が嵌合によって噛み合うような構造となっており、例えば水平方向に長辺方向を採る場合には、図14のように上下の耐火パネル42は嵌合によって水密性や耐火性能を満足するように連結され、下方の耐火パネル42の上端付近がビス46で下地材43に固定され、ビス46は嵌合内部に隠蔽されるような構造となる。すなわち、嵌合された状態から正規の状態でビス46を固定することが不可能な構造となっている。   However, many fireproof panels 42 that have obtained fireproof certification have a structure in which the joints in the long side direction of the panel are engaged by fitting. For example, when taking the long side direction in the horizontal direction, 14, the upper and lower refractory panels 42 are connected to each other so as to satisfy water tightness and fire resistance, and the vicinity of the upper end of the lower refractory panel 42 is fixed to the base material 43 with screws 46. The structure is hidden inside. That is, the screw 46 cannot be fixed in a normal state from the fitted state.

さらに、耐火パネル42の短辺方向の目地部55(図12)では、耐火性能を確保するために、多くの場合、角パイプなどの閉鎖された内部空間を持つ耐火性能上必要な下地材43Aに対し、同図(B)のように両サイドの耐火パネル42,42が共にビスで固定されるような構造をとっている。この場合、下地一体型施工をしようとして地組する場合、片側の下地一体型ユニットのみしか耐火性能上必要な下地材43Aにビス固定することができない。   Further, in the joint portion 55 (FIG. 12) in the short side direction of the fireproof panel 42, in order to ensure the fireproof performance, in many cases, a base material 43A necessary for the fireproof performance having a closed internal space such as a square pipe. On the other hand, the fireproof panels 42 and 42 on both sides are fixed with screws as shown in FIG. In this case, when the ground is built for the base integrated construction, only one base integrated unit on one side can be screw-fixed to the base material 43A required for fire resistance.

この発明の目的は、上記課題を解消し、目地に要求される耐火性能を確保しながら、複数枚の耐火パネルを下地一体型の耐火パネルユニットとして無足場で施工できて、省力化、短工期化が図れる耐火パネルの接続構造を提供することである。   The object of the present invention is to solve the above-mentioned problems and secure a fireproof performance required for joints, while being able to construct a plurality of fireproof panels as a base-integrated fireproof panel unit without scaffolding, labor saving, short construction period It is to provide a connection structure of a fireproof panel that can be realized.

この発明の耐火パネルの接続構造の基本構成は、一列に並ぶ複数枚の耐火パネルを、この耐火パネルの並び方向に延びる平行な複数本の棒状の下地材に取付けて耐火パネルユニットとし、この耐火パネルユニットを前記耐火パネルの並び方向と直交する方向に複数並べて建物躯体に設置する耐火パネルの接続構造であって、隣り合う一方の耐火パネルユニットの隣接辺の下地材を、両耐火パネルユニットの前記耐火パネルの間に生じる目地を屋内側で塞ぐ位置に配置し、他方の耐火パネルユニットの隣接辺の下地材を、前記目地を屋内側で塞ぐ位置の下地材の側面に連結し、この連結した2本の下地材のいずれか一方または両方を、建物躯体に設置されたファスナに接合したことを特徴とする。 The basic structure of the fireproof panel connection structure of the present invention is that a plurality of fireproof panels arranged in a row are attached to a plurality of parallel bar-shaped base materials extending in the direction of the fireproof panel to form a fireproof panel unit. A connection structure for a fireproof panel in which a plurality of panel units are arranged in a direction perpendicular to the direction in which the fireproof panels are arranged and installed in a building frame, and a base material on an adjacent side of one adjacent fireproof panel unit is used for both fireproof panel units. Place the joints that occur between the fireproof panels indoors at a position to be closed indoors, and connect the base material on the other side of the other fireproof panel unit to the side of the base material at the position to close the joints indoors, this connection Any one or both of the two base materials are joined to a fastener installed in a building frame.

この構成によると、一方の耐火パネルユニットの下地材で、耐火パネル間に生じる目地を屋内側で塞ぐため、前記目地に要求される耐火性能が確保できる。この目地を塞ぐ下地材に沿うように、もう1つ下地材を追加配置して両下地材を互いに連結し、この連結した2本の下地材のいずれか一方または両方を建物躯体のファスナに接合する。そのため、他方の耐火パネルユニットについても、耐火性能や固定上の問題を生じることなく、下地一体型施工が可能になる。目地を塞ぐ位置に配置された耐火性能を確保する下地材と追加配置された下地材とをボルトや溶接により連結することにより、耐火性能上も強度上も十分な性能を得ることができる。
複数の耐火パネルを下地一体型の耐火パネルユニットとして纏めて施工できるため、耐火パネルを1枚ずつ吊り上げて施工する工法に比べて、省力化、短工期化が可能になる。また、耐火パネルユニットの下地を建物躯体に取付ける作業は、建物躯体内のスラブや梁上から行えるため、建物躯体の外周に従来は必要であった足場が不要で、足場の構築、撤去作業が不要になるうえ、足場に起因した工事の遅延などの影響も少なくなる。
According to this configuration, the joint material generated between the fireproof panels is closed on the indoor side by the base material of one fireproof panel unit, so that the fireproof performance required for the joint can be ensured. Along with the base material that closes the joint, another base material is additionally arranged to connect the two base materials to each other, and either or both of the two connected base materials are joined to the fasteners of the building frame. To do. For this reason, the other fireproof panel unit can also be applied to the groundwork without causing fire resistance and fixing problems. By connecting the base material that secures the fire resistance disposed at the position where the joints are closed and the additionally disposed base material by bolts or welding, sufficient performance in terms of fire resistance and strength can be obtained.
Since a plurality of fire-resistant panels can be installed together as a ground-integrated fire-resistant panel unit, labor saving and a shorter construction period are possible compared to a construction method in which fire-resistant panels are lifted one by one. In addition, since the work of attaching the base of the fireproof panel unit to the building frame can be performed from the slabs or beams in the building frame, there is no need for the scaffolding that was previously required on the outer periphery of the building frame. In addition to being unnecessary, the impact of construction delays due to the scaffolding is reduced.

この発明の前記基本構成において、前記耐火パネルが外壁パネルであって、上下方向並んで前記耐火パネルユニットである外壁パネルユニットを構成し、前記目地は左右の外壁パネルユニットの外壁パネル間に生じる縦目地である。この縦目地は前記角パイプの下地材の横幅の中間にあり、前記縦目地内にレインバリアとなるシールが充填される。
この発明は、外壁に適用されるため、屋内の壁や屋根にも適用される場合よりも、下地一体型の耐火パネルユニットとすることが、より効果的に、建物躯体内から耐火パネルユニットを建物躯体に取付けることを可能にして外部足場の不要化に繋がり、省力化、短工期化の効果がより有効となる。
In the basic configuration of the present invention, the fireproof panel is an outer wall panel, and constitutes an outer wall panel unit that is the fireproof panel unit arranged side by side in the vertical direction, and the joints are vertically generated between the outer wall panels of the left and right outer wall panel units. It is a joint . This vertical joint is in the middle of the width of the base material of the square pipe, and the vertical joint is filled with a seal serving as a rain barrier.
Since the present invention is applied to the outer wall, it is more effective to use the fireproof panel unit integrated with the ground than when applied to an indoor wall or roof. It can be attached to the building frame, leading to the need for an external scaffold, and the effects of labor saving and shortening the construction period become more effective.

この発明の耐火パネルの接続構造は、隣り合う一方の耐火パネルユニットの隣接辺の下地材が、角パイプであって、前記耐火パネルの前記隣接辺となる側縁から半部余りがはみ出して、両耐火パネルユニットの前記耐火パネルの間に生じる目地を屋内側で塞ぐ位置に配置され、他方の耐火パネルユニットの隣接辺の下地材が、リップ溝形鋼であって、そのウェブが前記耐火パネルの外側を向くように、かつ耐火パネルの前記隣接辺となる側縁から控えて配置されて、前記目地を屋内側で塞ぐ位置の下地材の側面に連結される。前記連結された2本の下地材のうち、前記リップ溝形鋼の下地材だけが建物躯体に設置されたファスナに接合され、このファスナは前記角パイプからなる下地材と前記リップ溝形鋼からなる下地材のうちの前記リップ溝形鋼からなる下地材側に偏って設けられる。
目地を塞ぐ位置の下地材を閉鎖断面形状の部材である角パイプとすることで、目地を下地材で塞ぐことによる耐火性能が向上する。この角パイプからなる下地材に連結する下地材は、リップ溝形鋼とすることで、角パイプからなる下地材への連結の作業が、角パイプ同士で連結するよりも簡単となり、また下地材の軽量化、省資源化にも繋がる。
In the fireproof panel connection structure of the present invention, the base material of the adjacent side of one of the adjacent fireproof panel units is a square pipe, and a half portion protrudes from the side edge serving as the adjacent side of the fireproof panel, The fireproof panel unit is disposed at a position where the joint between the fireproof panels of the two fireproof panel units is closed on the indoor side, the base material on the adjacent side of the other fireproof panel unit is a lip groove steel, and the web is the fireproof panel. It is arranged so as to face the outside of the fireproof panel and from the side edge serving as the adjacent side of the fireproof panel, and is connected to the side surface of the base material at the position where the joint is closed on the indoor side. Of the two connected base materials, only the base material of the lip channel steel is joined to a fastener installed in a building frame, and this fastener is composed of the base material consisting of the square pipe and the lip channel steel. Among the base materials to be provided, the base material is biased toward the base material side made of the lip channel steel.
By making the base material at the position where the joint is closed into a square pipe which is a member having a closed cross-sectional shape, the fire resistance performance by closing the joint with the base material is improved. The base material to be connected to the base material consisting of this square pipe is made of lip groove steel, so that the work of connecting to the base material consisting of the square pipe becomes easier than the connection between the square pipes. Leads to weight saving and resource saving.

このように角パイプからなる下地材に連結する下地材をリップ溝形鋼とした場合に、このリップ溝形鋼からなる下地材の対向するリップ間を接合する開き止めプレートを設けても良い。
前記下地材にリップ溝形鋼を用いても、開き止めプレートを設けることで加熱時に断面形状が変形し難くなり、変形により目地の近くで下地材と耐火パネル間に隙間が生じて耐火性能が低下することが防止される。
In this way, when the base material connected to the base material made of a square pipe is a lip groove steel, an opening stopper plate may be provided to join the opposing lips of the base material made of the lip groove steel.
Even if lip groove steel is used for the base material, it is difficult for the cross-sectional shape to be deformed during heating by providing an anti-opening plate, and the deformation creates a gap between the base material and the fireproof panel near the joint, resulting in fireproof performance. Decrease is prevented.

この発明において、前記2本の下地材の相互の連結を、ボルトまたは溶接、またはボルトと溶接の両方で行っても良い。ボルトまたは溶接によると、簡単な作業で堅固に接合できる。   In the present invention, the two base materials may be connected to each other by bolts or welding, or both bolts and welding. With bolts or welding, it can be firmly joined by simple operations.

この発明において、前記2本の下地材の相互の連結を、前記目地を塞ぐ位置の下地材を貫通する通しボルトで行っても良い。通しボルトを用いると、目地を塞ぐ下地材の内部にナット等を設ける必要がなく、目地を塞ぐ下地材が角パイプ等であっても簡単な構成で連結できる。   In the present invention, the two base materials may be connected to each other with a through-bolt that penetrates the base material at a position that closes the joint. When a through bolt is used, it is not necessary to provide a nut or the like inside the base material that closes the joint, and even if the base material that closes the joint is a square pipe, it can be connected with a simple configuration.

この発明において、前記2本の下地材の相互の連結を、ワンサイドボルトで行っても良い。ワンサイドボルトは、一端からの作業で他端が拡径や屈曲等で外周側へ変形して抜け止めや締め付けが可能となる軸状の締め付け具の総称であって、片側締め込みリベットとも呼ばれる。このようなワンサイドボルトを用いると、下地材にはワンサイドボルトの挿通孔を設けておくだけで良く、下地材が閉鎖断面形状であるなど、裏ナット溶接等が行い難い形状の部材であっても、簡単に連結が行える。また、裏ナット溶接等が不要になるため、連結のための構成や作業が簡素化される。   In the present invention, the two base materials may be connected to each other with a one-side bolt. A one-side bolt is a general term for a shaft-like fastening tool that can be tightened and tightened by working from one end and deforming the other end to the outer peripheral side by expanding or bending, and is also called a one-side tightening rivet. . When such a one-side bolt is used, it is only necessary to provide an insertion hole for the one-side bolt in the base material, and the base material is a member that is difficult to perform back nut welding, such as a closed cross-sectional shape. However, it can be easily connected. Further, since back nut welding or the like is not required, the configuration and work for connection are simplified.

この発明の耐火パネルの接続構造は、一列に並ぶ複数枚の耐火パネルを、この耐火パネルの並び方向に延びる平行な複数本の棒状の下地材に取付けて耐火パネルユニットとし、この耐火パネルユニットを前記耐火パネルの並び方向と直交する方向に複数並べて建物躯体に設置する耐火パネルの接続構造であって、隣り合う一方の耐火パネルユニットの隣接辺の下地材が、角パイプであって、前記耐火パネルの前記隣接辺となる側縁から半部余りがはみ出して、両耐火パネルユニットの前記耐火パネルの間に生じる目地を屋内側で塞ぐ位置に配置され、他方の耐火パネルユニットの隣接辺の下地材が、リップ溝形鋼であって、そのウェブが前記耐火パネルの外側を向くように、かつ耐火パネルの前記隣接辺となる側縁から控えて配置されて、前記目地を屋内側で塞ぐ位置の下地材の側面に連結され、この連結された2本の下地材ののうち、前記リップ溝形鋼の下地材だけが建物躯体に設置されたファスナに接合され、このファスナは前記角パイプからなる下地材と前記リップ溝形鋼からなる下地材のうちの前記リップ溝形鋼からなる下地材側に偏って設けられたため、目地に要求される耐火性能を確保しながら、複数枚の耐火パネルを下地一体型の耐火パネルユニットとして無足場で施工できて、省力化、短工期化が図れる。
また、目地を塞ぐ位置の下地材を閉鎖断面形状の部材である角パイプとしたため、目地を下地材で塞ぐことによる耐火性能が向上する。この角パイプからなる下地材に連結する下地材は、リップ溝形鋼としたため、角パイプからなる下地材への連結の作業が、角パイプ同士で連結するよりも簡単となり、また下地材の軽量化、省資源化にも繋がる。
特に、外壁に適用したため、その下地一体型の耐火パネルユニットとして無足場で施工できる効果や複数枚の耐火パネルを纏めて施工できる効果がより一層顕著となる。
The fireproof panel connection structure of the present invention is a fireproof panel unit in which a plurality of fireproof panels arranged in a row are attached to a plurality of parallel bar-shaped base materials extending in the direction of the fireproof panel. A plurality of fireproof panel connection structures that are installed in a building frame in a direction orthogonal to the direction in which the fireproof panels are arranged, wherein a base material on an adjacent side of one adjacent fireproof panel unit is a square pipe, and the fireproof panel A half of the panel extends from the side edge that is the adjacent side of the panel, and is placed at a position that covers the joint between the fireproof panels of both fireproof panel units on the indoor side, and the base of the adjacent side of the other fireproof panel unit The material is a lip channel steel, and the front is disposed so that the web faces the outside of the fireproof panel and from the side edge that becomes the adjacent side of the fireproof panel. Is connected to joint on the side surface of the base material of the position for closing the indoor side, of the concatenated two base material, only the base material of the lip groove-shaped steel is joined to the fastener installed in building structures, Since this fastener is provided on the base material side made of the lip groove shape steel out of the base material made of the square pipe and the base material made of the lip groove shape steel , the fire resistance performance required for the joint is secured. On the other hand, a plurality of fireproof panels can be constructed without a scaffold as an integrated fireproof panel unit, saving labor and shortening the construction period.
Further, since the base material at the position where the joint is closed is a square pipe which is a member having a closed cross-sectional shape, the fire resistance performance by closing the joint with the base material is improved. Since the base material connected to the base material consisting of this square pipe is made of lip groove steel, the connection work to the base material consisting of the square pipe is easier than connecting the square pipes together, and the base material is lightweight. Lead to energy saving and resource saving.
In particular, since it is applied to an outer wall, an effect of construction collectively effects and plurality of refractory panels that can be applied by non scaffold as a refractory panel unit of an underlying integrated becomes more remarkable.

この発明の第1の実施形態に係る耐火パネルの接続構造を適用した外壁を一部分解状態で示す概略正面図である。It is a schematic front view which shows the outer wall which applied the connection structure of the fireproof panel which concerns on 1st Embodiment of this invention in a partial decomposition state. その外壁パネルである耐火パネルの平面図である。It is a top view of the fireproof panel which is the outer wall panel. (A)は耐火パネルユニットの建物躯体への取付部を示す縦断面図、(B)はその部分水平断面図である。(A) is a longitudinal cross-sectional view which shows the attachment part to the building frame of a fireproof panel unit, (B) is the partial horizontal sectional view. 同耐火パネルの接続構造を示す拡大水平断面図である。It is an expanded horizontal sectional view which shows the connection structure of the fireproof panel. 同耐火パネルユニットの斜視図である。It is a perspective view of the fireproof panel unit. 同耐火パネルの中間省略垂直断面図である。It is a middle omission vertical sectional view of the fireproof panel. 上下に隣り合う耐火パネルの境界部分の垂直断面図である。It is a vertical sectional view of the boundary portion between the fireproof panels adjacent in the vertical direction. 同耐火パネルユニットの下地材とスラブとの関係の変形例を示す部分斜視図である。It is a fragmentary perspective view which shows the modification of the relationship between the base material of the fireproof panel unit, and a slab. 他の実施形態に係る耐火パネルの接続構造を示す拡大水平断面図である。It is an expanded horizontal sectional view which shows the connection structure of the fireproof panel which concerns on other embodiment. 同耐火パネルユニットを組み建てる地組架台に下地材を保持させた状態を示す正面図である。It is a front view which shows the state which hold | maintained the base material to the groundwork frame which builds the fireproof panel unit. 同地組架台に耐火パネルユニットを組み付けた状態を示す側面図である。It is a side view which shows the state which assembled | attached the fireproof panel unit to the same ground assembly stand. 従来例の斜視図および部分水平断面図である。It is the perspective view and partial horizontal sectional view of a prior art example. 提案例に係る耐火パネルユニットの斜視図である。It is a perspective view of the fireproof panel unit which concerns on a proposal example. 同耐火パネルユニットにおける上下の耐火パネルの接合部を示す縦断面図である。It is a longitudinal cross-sectional view which shows the junction part of the upper and lower fireproof panels in the fireproof panel unit.

この発明の第1の実施形態を図1ないし図11と共に説明する。この実施形態は外壁に適用した例である。この耐火パネルの接続構造が適用される建物は、例えば物流施設となる倉庫やコンビニエンスストア等の鉄骨系建物、または鉄筋コンクリート系の建物や、鉄筋コンクリートと鉄骨を併用した建物が挙げられる。   A first embodiment of the present invention will be described with reference to FIGS. This embodiment is an example applied to an outer wall. Examples of the building to which the fireproof panel connection structure is applied include a steel building such as a warehouse or a convenience store serving as a distribution facility, a reinforced concrete building, or a building using a combination of reinforced concrete and steel.

図1において、この外壁は、外壁パネルである耐火パネル22を、地組により胴縁と呼ばれる下地材23と複数枚一体化させて耐火パネルユニット21とし、この耐火パネルユニット21を建物躯体26に取付けている。具体的には上下方向に並ぶ複数枚の横長の耐火パネル22を、この耐火パネル22の横幅方向の複数箇所で上下方向に延びる複数本の下地材23に取付けて耐火パネルユニット21(図5参照)とし、図3のように、この耐火パネルユニット21を、前記下地材23で前記建物躯体26に取付ける。耐火パネルユニット21は、外壁の場合、外壁パネルユニットとなる。耐火パネルユニット21は、上下左右に複数並べて設置する。建物躯体26は、図1,図3に示すように、柱34、梁41,41A(図3)、およびスラブ31等により構成される。   In FIG. 1, this outer wall is formed by integrating a plurality of fireproof panels 22, which are outer wall panels, with a base material 23 called a trunk edge by a ground assembly to form a fireproof panel unit 21. It is installed. Specifically, a plurality of horizontally long fireproof panels 22 arranged in the vertical direction are attached to a plurality of base materials 23 extending in the vertical direction at a plurality of locations in the horizontal width direction of the fireproof panels 22 (see FIG. 5). The fireproof panel unit 21 is attached to the building frame 26 with the base material 23 as shown in FIG. In the case of an outer wall, the fireproof panel unit 21 is an outer wall panel unit. A plurality of fireproof panel units 21 are installed side by side in the vertical and horizontal directions. As shown in FIGS. 1 and 3, the building frame 26 includes a pillar 34, beams 41 and 41 </ b> A (FIG. 3), a slab 31, and the like.

耐火パネル22は、耐火性および断熱性を有するパネルであれば良いが、具体例を挙げると、図6に示すように、不燃断熱材27を屋外側および屋内側の鋼板28,29で挟み込んだ金属サンドイッチパネルとされる。不燃断熱材27は、ロックウール等の非定形の材料であるが、けい酸カルシウム板や石膏ボード等であっても良い。   The fire-resistant panel 22 may be a panel having fire resistance and heat insulation properties. To give a specific example, as shown in FIG. 6, the non-combustible heat insulating material 27 is sandwiched between steel plates 28 and 29 on the outdoor side and the indoor side. Metal sandwich panel. The incombustible heat insulating material 27 is an amorphous material such as rock wool, but may be a calcium silicate plate or a gypsum board.

図7は、上下に隣り合う耐火パネル22,22の継手部分を断面図で示している。上下の耐火パネル22,22は、互いに嵌合する突条部分および凹溝部分を有し、その蛇行した嵌まり合い面で雨水や風の侵入を阻止し、耐火性を向上させ、また侵入した雨水が流下し易くなる継手形状とされる。この嵌まり合い形状を利用し、下側の耐火パネルの上端における外面の凹み部分22aで、耐火パネル22を下地桟23にドリル付きタッピングビス等の軸状の固着具30で固定し、固着具30の頭部が上側の耐火パネル22の下端屋外面の突出部22bの裏に隠ぺいされるようにしている。   FIG. 7 is a cross-sectional view showing joint portions of the refractory panels 22 and 22 adjacent to each other in the vertical direction. The upper and lower fire-resistant panels 22 and 22 have protrusions and concave grooves that fit into each other, and the meandering mating surfaces prevent rainwater and wind from entering, improving fire resistance and intruding. The joint shape makes it easy for rainwater to flow down. Using this fitting shape, the refractory panel 22 is fixed to the base bar 23 with a shaft-shaped fixing tool 30 such as a tapping screw with a drill at the upper end of the lower refractory panel at the upper end 22a. The 30 heads are concealed behind the protrusion 22b on the lower end outdoor surface of the upper fireproof panel 22.

図2において、複数の下地材23のうち、耐火パネル22の一側縁のものを除く各下地材23は、軽量形鋼のリップ溝形鋼が用いられている。一側縁の下地材23Aは角パイプとされ、後に図4と共に説明するように、耐火パネル22の側縁からはみ出すように設けられる。角パイプからなる下地材23Aの寸法は、例えば100×100mmであり、リップ溝形鋼からなる下地材23の寸法は、例えば100×50mmである。なお、各下地材23,23Aは、その他の形状の部材であっても良い。   In FIG. 2, among the plurality of base materials 23, each base material 23 except for one side edge of the fireproof panel 22 is made of lightweight shaped steel lip groove steel. The base material 23A on one side edge is a square pipe, and is provided so as to protrude from the side edge of the fireproof panel 22, as will be described later with reference to FIG. The dimension of the base material 23A made of a square pipe is, for example, 100 × 100 mm, and the dimension of the base material 23 made of a lip groove steel is, for example, 100 × 50 mm. Each of the base materials 23 and 23A may be a member having another shape.

図3に示すように、耐火パネルユニット21は、この例では、前記下地材23を建物躯体26のスラブ31よりも屋外側に位置させている。耐火パネルユニット21の建物躯体26への取付けは、下地材23の部分で行われる。下地材23を建物躯体26に取付ける構造としては、建物躯体26のスラブ31の端部および耐風梁41Aにファスナ14を取付け、これらファスナ14に、耐火パネルユニット21の下地材23をボルトまたは溶接で固定する構造とされる。そのため、室内側から耐火パネルユニット21の建物躯体26への取付けが可能となる。   As shown in FIG. 3, in this example, the fireproof panel unit 21 has the base material 23 positioned on the outdoor side of the slab 31 of the building housing 26. The fireproof panel unit 21 is attached to the building housing 26 at the base material 23 portion. As a structure for attaching the base material 23 to the building housing 26, the fastener 14 is attached to the end of the slab 31 of the building housing 26 and the windproof beam 41 </ b> A, and the base material 23 of the fireproof panel unit 21 is bolted or welded to the fastener 14. The structure is fixed. Therefore, the fireproof panel unit 21 can be attached to the building frame 26 from the indoor side.

スラブ31は、建物躯体26の梁41上にデッキプレートを載せ、その上にコンクリートを打設した構成とされ、外壁側の小口面は内向きの溝形鋼等の形鋼31aで構成されている。スラブ31のファスナ14は、上記形鋼31aの上面に溶接等で固定されている。ファスナ14は、L形鋼の切片等からなり、各下地材23と対応する箇所に部分的に設けられている。   The slab 31 is configured such that a deck plate is placed on the beam 41 of the building frame 26 and concrete is placed thereon, and a small face on the outer wall side is configured by a section steel 31a such as an inward channel steel. Yes. The fastener 14 of the slab 31 is fixed to the upper surface of the shape steel 31a by welding or the like. The fastener 14 is made of a section of L-shaped steel or the like, and is partially provided at a location corresponding to each base material 23.

耐火パネルユニット21の高さは、同図の例では上下のスラブ31,31間の高さよりも低く、上下に並ぶ耐火パネルユニット21,21は、下地材23の対向する端部が相互にジョイントプレート15で連結されている。   The height of the refractory panel unit 21 is lower than the height between the upper and lower slabs 31, 31 in the example of the figure, and the opposite ends of the base material 23 are jointed to each other in the refractory panel units 21, 21 arranged vertically. The plates 15 are connected.

なお、図3に示すように、スラブ31と耐火パネル22との間には、耐火パネルユニット21の下地材23をスラブ31よりも屋外側に位置させたことによって、スラブ31の縁に沿う隙間dが生じるが、この隙間dは、モルタルやロックウール等の不燃断熱材の充填部45によって塞ぐ。
また、図8に示すように、スラブ31に切欠部31bを設け、この切欠部31b内に下地材23を配置しても良い。これにより、耐火パネル22とスラブ31との間の隙間を小さくできる。
As shown in FIG. 3, a gap along the edge of the slab 31 is provided between the slab 31 and the fireproof panel 22 by positioning the base material 23 of the fireproof panel unit 21 on the outdoor side of the slab 31. d occurs, but this gap d is closed by a filling portion 45 of a non-combustible heat insulating material such as mortar or rock wool.
Moreover, as shown in FIG. 8, the notch part 31b may be provided in the slab 31, and the base material 23 may be arrange | positioned in this notch part 31b. Thereby, the clearance gap between the fireproof panel 22 and the slab 31 can be made small.

図4と共に、左右の耐火パネルユニット21,21の接続部の構造を説明する。左右に並ぶ2つの耐火パネルユニット21,21の耐火パネル22,22の間には縦目地35が生じる。これら耐火パネルユニット21,21のうち、一方の耐火パネルユニット21の側縁の角パイプからなる下地材23Aは、半部余りが耐火パネル22の側縁から側方にはみ出しており、この下地材23Aを、前記縦目地35を屋内側で塞ぐ位置に配置する。他方の耐火パネルユニット21の側縁のリップ溝形鋼からなる下地材23は、そのウェブ部で前記縦目地35を塞ぐ下地材23Aの側面に連結する。その連結はボルトまたは溶接で行っても良く、あるいはボルトと溶接の両方で行っても良い。ここでは、リップ溝形鋼からなる下地材23のウェブから、角パイプからなる下地材23Aの側板部を貫通するワンサイドボルト33により両下地材23,23Aを連結している。ワンサイドボルト33は、前述のように一端からの作業で他端が拡径や屈曲等で外周側へ変形して抜け止めや締め付けが可能となる軸状の締め付け具であり、ここではその作業を行う端部をリップ溝形の下地材23側とし、変形する先端部が角パイプからなる下地材23Aの内部側とされる。両下地材23,23Aには、ワンサイドボルト33を挿通させるボルト挿通孔(図示せず)を設けておく。なお、この実施形態では、連結される両下地材23,23A間にジョイントプレート16を介在させ、連結部の補強を図っている。   The structure of the connection part of the left and right fireproof panel units 21 and 21 will be described with FIG. A vertical joint 35 is formed between the fireproof panels 22 and 22 of the two fireproof panel units 21 and 21 arranged side by side. Of these fireproof panel units 21, 21, the base material 23 </ b> A made of a square pipe at the side edge of one fireproof panel unit 21 has a half portion protruding from the side edge of the fireproof panel 22 to the side. 23A is arranged at a position where the vertical joint 35 is closed indoors. The base material 23 made of lip groove steel at the side edge of the other fireproof panel unit 21 is connected to the side surface of the base material 23A that closes the vertical joint 35 at the web portion. The connection may be made by bolts or welding, or by both bolts and welding. Here, both base materials 23 and 23A are connected from the web of the base material 23 made of lip channel steel by a one-side bolt 33 penetrating the side plate portion of the base material 23A made of a square pipe. As described above, the one-side bolt 33 is a shaft-like fastening tool that can be prevented from being pulled out or tightened by being deformed to the outer peripheral side by expanding or bending the other end by work from one end as described above. The end portion to perform the lip groove is the base material 23 side of the lip groove shape, and the tip portion to be deformed is the inner side of the base material 23A made of a square pipe. Both base materials 23 and 23A are provided with bolt insertion holes (not shown) through which the one-side bolts 33 are inserted. In this embodiment, the joint plate 16 is interposed between the base materials 23 and 23A to be connected to reinforce the connecting portion.

この互いに連結した2本の下地材23,23Aは、建物躯体26に設置されたファスナ14に接合する。ファスナ14の建物躯体26への設置は、図3と共に説明したファスナ14と同様である。図4において、ファスナ14への接合は2本の下地材23,23Aのうちのいずれか一方でよいが、ここでは両下地材23,23Aをファスナ14にボルト36,37を用いて接合している。なお、角パイプからなる下地材23Aのボルト37によるファスナ14への接合は、下地材23Aの上端がファスナ14の設置位置に近い高さであれば、その内部空間からファスナ14側へボルト37を挿通させて行うことも可能である。ボルト37としてワンサイドボルトを用いれば、ファスナ14側からの接合も可能である。リップ溝形鋼からなる下地材23の場合、その開口から手または工具を入れることにより、内部空間からファスナ14側へボルト36を挿通させて接合することができる。
前記リップ溝形鋼からなる下地材23には、その対向するリップ間を接合する開き止めプレート38が設けられ、これにより下地材23の加熱時の変形を抑制し、耐火性能の低下を防止している。
The two base materials 23 and 23 </ b> A connected to each other are joined to the fastener 14 installed in the building frame 26. The fastener 14 is installed in the building housing 26 in the same manner as the fastener 14 described with reference to FIG. In FIG. 4, either one of the two base materials 23, 23 </ b> A may be joined to the fastener 14, but here both base materials 23, 23 </ b> A are joined to the fastener 14 using bolts 36, 37. Yes. In addition, as for the joining of the base material 23A made of a square pipe to the fastener 14 with the bolt 37, if the upper end of the base material 23A is a height close to the installation position of the fastener 14, the bolt 37 is connected from the internal space to the fastener 14 side. It is also possible to insert it. If a one-side bolt is used as the bolt 37, joining from the fastener 14 side is also possible. In the case of the base material 23 made of lip channel steel, by inserting a hand or a tool through the opening, the bolt 36 can be inserted and joined from the inner space to the fastener 14 side.
The base material 23 made of the lip groove steel is provided with an opening prevention plate 38 for joining the lips facing each other, thereby suppressing deformation of the base material 23 during heating and preventing deterioration in fire resistance. ing.

左右に並ぶ耐火パネル22,22の前面の鋼板28は、前記縦目地35側の側縁において、断面Z字状に折れ間がって縦目地35内で互いに重なる折れ曲がり端部28a,28bを有し、これら折れ曲がり端部28a,28bの重なり部が別のドリル付きタッピングビス等の固着具34により、縦目地35を塞ぐ前記下地材23Aの前面に連結される。これら折れ曲がり端部28a,28bで囲まれる縦目地35の前部にはレインバリアとなるシール39が充填されている。シール39は、湿式のシーリング材であっても良く、またゴム製等のガスケットであっても良い。   The steel plates 28 on the front side of the fireproof panels 22, 22 arranged side by side have bent end portions 28 a, 28 b that are folded in a Z-shaped cross section and overlap each other in the vertical joint 35 at the side edge on the vertical joint 35 side. Then, the overlapping portion of the bent end portions 28a and 28b is connected to the front surface of the base material 23A that closes the vertical joint 35 by another fixing tool 34 such as a tapping screw with a drill. A front portion of the vertical joint 35 surrounded by the bent end portions 28a and 28b is filled with a seal 39 serving as a rain barrier. The seal 39 may be a wet sealant or a rubber gasket.

上記構成の耐火パネルの接続構造によると、図4に示すように、一方の耐火パネルユニット21の下地材23Aにより、耐火パネル22,22間に生じる縦目地35を屋内側で塞ぐため、前記縦目地35に要求される耐火性能が確保できる。この縦目地35を塞ぐ下地材23Aに沿うように、もう1つの下地材23を追加配置して両下地材23,23Aを互いに連結し、この連結した2本の下地材23,23Aの両方または一方を建物躯体26のファスナ14に接合するため、他方の耐火パネルユニット21についても、耐火パネル22の下地材23への固定上の問題を生じず、耐火性能や固定上の問題を生じることなく、下地一体型施工が可能になる。縦目地35を塞ぐ位置に配置された耐火性能を確保する下地材23Aと追加配置された下地材23とはこの実施形態ではワンサイドボルト33により連結するため、耐火性能上も強度上も十分な性能を得ることができる。   According to the fireproof panel connection structure having the above configuration, as shown in FIG. 4, the vertical joint 35 formed between the fireproof panels 22 and 22 is closed indoors by the base material 23 </ b> A of one fireproof panel unit 21. The fire resistance required for the joint 35 can be secured. Another base material 23 is additionally arranged so as to follow the base material 23A that closes the vertical joint 35, and both the base materials 23, 23A are connected to each other, and both of the two connected base materials 23, 23A or Since one side is joined to the fastener 14 of the building frame 26, the other fireproof panel unit 21 does not cause a problem in fixing the fireproof panel 22 to the base material 23, and does not cause a problem in fireproof performance and fixing. , Foundation integrated construction becomes possible. In this embodiment, the base material 23A that secures fire resistance disposed at a position that closes the vertical joint 35 and the additionally disposed base material 23 are connected by a one-side bolt 33 in this embodiment, so that both fire resistance and strength are sufficient. Performance can be obtained.

複数の耐火パネル22を下地一体型の耐火パネルユニット21として纏めて施工できるため、耐火パネル22を1枚ずつ吊り上げて施工する工法に比べて、省力化、短工期化が可能になる。また、耐火パネルユニット21の下地材23,23Aを建物躯体26に取付ける作業は、建物躯体26内のスラブ31や梁41上から行えるため、建物躯体26の外周に従来は必要であった足場が不要で、足場の構築、撤去作業が不要になるうえ、足場に起因した外構作業等の工事の遅延などの影響も少なくなる。例えば全面総足場が必要であったのが,縦目地部分の止水やビス固定等のためだけの足場として,高所作業車やゴンドラなどのみで済ますことができる。足場の組みばらし作業がないことで,工事の安全性の向上にも寄与する。
さらなる効果として、外部足場からのシーリング材の施工やガスケットの挿入などが不要となるオープンジョイント構法や、予め取り付けられたガスケットジョイント構法などを採用した場合、さら高所作業車やゴンドラによる外部作業もなくすことができる。
Since a plurality of refractory panels 22 can be installed together as a base-integrated refractory panel unit 21, labor saving and a shorter construction period can be achieved as compared with a construction method in which the refractory panels 22 are lifted one by one. In addition, since the work of attaching the base materials 23 and 23A of the fireproof panel unit 21 to the building frame 26 can be performed from the slab 31 or the beam 41 in the building frame 26, a scaffold that has been conventionally required on the outer periphery of the building frame 26 is provided. There is no need to build and remove scaffolding, and the impact of construction delays such as exterior work caused by the scaffolding is reduced. For example, it was necessary to use a total platform scaffolding, but only a work platform or a gondola could be used as a scaffolding for stopping water and fixing screws in vertical joints. The absence of scaffolding work contributes to the improvement of construction safety.
As an additional effect, when using an open joint construction method that eliminates the need for sealing material installation or gasket insertion from an external scaffold, or a pre-installed gasket joint construction method, external work using a lift vehicle or gondola is also possible. Can be eliminated.

なお、上記実施形態では、図4のように、縦目地35を屋内側で塞ぐ位置にある一方の耐火パネルユニット21の側縁の下地材23Aの側面に、他方の耐火パネルユニット21の側縁の下地材23を連結するのに、ワンサイドボルト33を用いたが、この他に図9のように前記2本の下地材23,23Aの連結を、縦目地35を塞ぐ位置の下地材23Aを貫通する通しボルト40で行っても良い。同図の実施形態の場合、前記2本の下地材23,23Aのうち、一方のリップ溝形鋼からなる下地材23のみをボルト36でファスナ14に接合している。また、その下地材23のウェブのボルト挿通部に補強のためのジョイントプレート17を配置している。その他の構成は図4の場合と同様である。   In the above embodiment, as shown in FIG. 4, the side edge of the other fireproof panel unit 21 is formed on the side surface of the base material 23 </ b> A of the side edge of one fireproof panel unit 21 at the position where the vertical joint 35 is closed indoors. The one side bolt 33 is used to connect the two base materials 23. In addition, the two base materials 23, 23A are connected as shown in FIG. You may carry out with the through bolt 40 which penetrates. In the case of the embodiment shown in the drawing, only the base material 23 made of one lip groove steel is joined to the fastener 14 with the bolt 36 among the two base materials 23 and 23A. Further, a joint plate 17 for reinforcement is arranged at the bolt insertion portion of the web of the base material 23. Other configurations are the same as those in FIG.

図10、図11は、耐火パネルユニット21の地組みの過程を示す。耐火パネルユニット21を組み立てる地組み過程では、例えば同図に示す地組架台1を用いる。この地組架台1は、鉄骨で組まれた地組架台本体2に、下側および上側の治具取付桟12,13が互いに上下に位置して設けられ、これら治具取付桟12,13に下地材支持用の複数の下端固定治具3および上側固定治具4が取付けられている。また、地組架台本体2の上端にホイスト等のパネル揚重装置24が設置されている。   10 and 11 show the process of assembling the fireproof panel unit 21. FIG. In the grounding process for assembling the fireproof panel unit 21, for example, the groundwork base 1 shown in FIG. In this groundwork frame 1, lower and upper jig mounting bars 12, 13 are provided on the groundwork frame body 2, which is constructed of a steel frame, so as to be positioned above and below each other. A plurality of lower end fixing jigs 3 and upper side fixing jigs 4 for supporting the base material are attached. Further, a panel lifting device 24 such as a hoist is installed at the upper end of the groundwork frame main body 2.

上記下端固定治具3および上側固定治具4に各下地材23,23Aの下端および上部を支持させて、各下地材23,23Aを立ち姿勢で平行に支持する。この立ち姿勢に支持された複数本の下地材23,23Aに、耐火パネル22を1枚ずつパネル揚重装置24で吊り上げて下から順に取付ける。これにより、耐火パネルユニット21が立ち姿勢で組み立てられる。この組み立てられた耐火パネルユニット21を、クレーン等の揚重装置(図示せず)を用いて吊り上げ、建物躯体26へ取付ける。   The lower end fixing jig 3 and the upper side fixing jig 4 support the lower ends and upper portions of the base materials 23 and 23A, and support the base materials 23 and 23A in a standing posture in parallel. The fireproof panels 22 are lifted by the panel lifting device 24 one by one on the plurality of base materials 23, 23A supported in this standing posture and attached in order from the bottom. Thereby, the fireproof panel unit 21 is assembled in a standing posture. The assembled fireproof panel unit 21 is lifted using a lifting device (not shown) such as a crane and attached to the building frame 26.

1…地組架台
14…ファスナ
21…耐火パネルユニット
22…耐火パネル
23,23A…下地材
26…建物躯体
33…ワンサイドボルト
35…縦目地
38…開き止めプレート
40…通しボルト
DESCRIPTION OF SYMBOLS 1 ... Ground frame 14 ... Fastener 21 ... Fireproof panel unit 22 ... Fireproof panel 23, 23A ... Base material 26 ... Building frame 33 ... One side bolt 35 ... Vertical joint 38 ... Opening stop plate 40 ... Through bolt

Claims (5)

一列に並ぶ複数枚の耐火パネルを、この耐火パネルの並び方向に延びる平行な複数本の棒状の下地材に取付けて耐火パネルユニットとし、この耐火パネルユニットを前記耐火パネルの並び方向と直交する方向に複数並べて建物躯体に設置する耐火パネルの接続構造であって、
隣り合う一方の耐火パネルユニットの隣接辺の下地材が、角パイプであって、前記耐火パネルの前記隣接辺となる側縁から半部余りがはみ出して、両耐火パネルユニットの前記耐火パネルの間に生じる目地を屋内側で塞ぐ位置に配置され、他方の耐火パネルユニットの隣接辺の下地材が、リップ溝形鋼であって、そのウェブが前記耐火パネルの外側を向くように、かつ耐火パネルの前記隣接辺となる側縁から控えて配置されて、前記目地を屋内側で塞ぐ位置の下地材の側面に連結され、この連結された2本の下地材のうち、前記リップ溝形鋼の下地材だけが建物躯体に設置されたファスナに接合され、このファスナは前記角パイプからなる下地材と前記リップ溝形鋼からなる下地材のうちの前記リップ溝形鋼からなる下地材側に偏って設けられ、
前記耐火パネルが外壁パネルであって、上下方向に並んで前記耐火パネルユニットである外壁パネルユニットを構成し、前記目地は左右の外壁パネルユニットの外壁パネル間に生じる縦目地であり、この縦目地は前記角パイプの下地材の横幅の中間にあり、前記縦目地内にレインバリアとなるシールが充填される
ことを特徴とする耐火パネルの接続構造。
A plurality of fire-resistant panels arranged in a row are attached to a plurality of parallel bar-shaped base materials extending in the direction of the fire-resistant panels to form a fire-resistant panel unit, and the fire-resistant panel unit is perpendicular to the direction of the fire-resistant panels. A plurality of fireproof panel connection structures installed in a building frame,
The base material of the adjacent side of one of the adjacent fireproof panel units is a square pipe, and a half portion protrudes from the side edge serving as the adjacent side of the fireproof panel, and between the fireproof panels of both fireproof panel units. The base material on the adjacent side of the other fireproof panel unit is a lip groove steel, and the web faces the outside of the fireproof panel, and the fireproof panel. Of the two adjacent base materials of the lip channel steel, and is connected to the side surface of the base material at a position blocking the joint on the indoor side . Only the base material is joined to the fastener installed in the building frame, and this fastener is biased toward the base material side made of the lip groove shape steel among the base material made of the square pipe and the base material made of the lip groove shape steel. Established ,
The fireproof panel is an outer wall panel, and constitutes an outer wall panel unit which is the fireproof panel unit arranged in the vertical direction, and the joint is a vertical joint generated between the outer wall panels of the left and right outer wall panel units. Is in the middle of the width of the base material of the square pipe, and a seal serving as a rain barrier is filled in the vertical joint .
請求項1に記載の耐火パネルの接続構造において、前記リップ溝形鋼からなる下地材の対向するリップ間を接合する開き止めプレートを設けた耐火パネルの接続構造。 The fireproof panel connection structure according to claim 1 , wherein an opening prevention plate is provided for joining between facing lips of the base material made of the lip groove steel. 請求項1または請求項2に記載の耐火パネルの接続構造において、前記2本の下地材の相互の連結を、ボルトまたは溶接、またはボルトと溶接の両方で行った耐火パネルの接続構造。 The connection structure of the fireproof panel of Claim 1 or Claim 2 WHEREIN: The connection structure of the said 2 base material mutually connected with the bolt or welding, or both the bolt and welding. 請求項1ないし請求項のいずれか1項に記載の耐火パネルの接続構造において、前記2本の下地材の相互の連結を、前記目地を塞ぐ位置の下地材を貫通する通しボルトで行った耐火パネルの接続構造。 The fireproof panel connection structure according to any one of claims 1 to 3 , wherein the two base materials are connected to each other with a through bolt that penetrates the base material at a position where the joint is closed. Fireproof panel connection structure. 請求項1ないし請求項のいずれか1項に記載の耐火パネルの接続構造において、前記2本の下地材の相互の連結を、ワンサイドボルトで行った耐火パネルの接続構造。 The fireproof panel connection structure according to any one of claims 1 to 3 , wherein the two base materials are connected to each other with one-side bolts.
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