JP2023008615A - Fire resistance structure of composite member - Google Patents

Fire resistance structure of composite member Download PDF

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JP2023008615A
JP2023008615A JP2021112307A JP2021112307A JP2023008615A JP 2023008615 A JP2023008615 A JP 2023008615A JP 2021112307 A JP2021112307 A JP 2021112307A JP 2021112307 A JP2021112307 A JP 2021112307A JP 2023008615 A JP2023008615 A JP 2023008615A
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fire
resistant
region
wooden
steel frame
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智紀 遠藤
Tomoki Endo
武 森田
Takeshi Morita
孝之 奥山
Takayuki Okuyama
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Shimizu Construction Co Ltd
Shimizu Corp
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Shimizu Construction Co Ltd
Shimizu Corp
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Abstract

To provide a fire resistance structure of a composite member capable of reassuring a fire resistance efficiency of a connection part of a wooden covering material and other non-wooden fire resistance covering material.SOLUTION: A fire resistance structure 10 of a connection part 20 between a first region R1 and a second region R2 at a composite member 18 comprises a steel frame member 12, a thick wooden covering material 14 covering the first region R1 of a surface of the steel frame member 12 and a thin non-wooden fire resistance covering material 16 covering the second region R2 of the surface of the steel frame member 12 adjacent to the first region R1 and has a non-wooden fire resistance covering material 22 covering the surface of the steel frame member 12 of the connection part 20 with a thickness equal to or greater than the thickness of the fire resistance covering material 16 of the second region R2 and an inorganic type fire resistance material 26 covering a header surface 24 of the wooden covering material 14 and the fire resistance covering material 22 of the connection part 20 continuously.SELECTED DRAWING: Figure 1

Description

本発明は、木材と鋼材からなる木鋼ハイブリッド部材を含む合成部材の耐火構造に関するものである。 The present invention relates to fire resistant structures of composite members, including wood-steel hybrid members of wood and steel.

従来、本特許出願人は、鉄骨梁を木材(以下、木質被覆材という。)で耐火被覆した、1時間の耐火性能を有する構造部材である木鋼ハイブリッド梁(以下、木鋼梁という。)を開発している(例えば、特許文献1を参照)。この木質被覆材は、火災中に0.7~1.0mm/分で燃え進むが、火災後に燃え止まることで、荷重を支持する鉄骨梁の温度上昇を抑制し、崩壊を防ぐ役割を担っている。 Conventionally, the applicant of the present patent has proposed a wood-steel hybrid beam (hereinafter referred to as a wood-steel beam), which is a structural member having a fire resistance performance of one hour, in which a steel beam is coated with wood (hereinafter referred to as a wood coating material) for fire resistance. is being developed (see, for example, Patent Document 1). This wood covering material burns at a rate of 0.7 to 1.0 mm/min during a fire, but by stopping burning after the fire, it suppresses the temperature rise of the steel beams that support the load and plays a role in preventing collapse. there is

木鋼梁を建物に適用する場合、木質被覆材と他の耐火被覆材が取り合う箇所が生じることがある。例えば、鉄骨造の外周部等では、配管を通すために鉄骨梁に貫通孔が設けられるが、施工しやすさ・コスト削減・見栄えといった観点から、木質被覆材以外の耐火被覆材(例えば、耐火塗料や吹付けロックウール等)で貫通孔部分およびその周辺を耐火被覆することが考えられる。 When a wooden steel beam is applied to a building, there may be places where the wooden cladding material and other fireproof cladding material come together. For example, in the outer periphery of a steel frame structure, through holes are provided in the steel frame beams for pipes to pass through. It is conceivable to coat the through-hole portion and its surroundings with fireproof coating with paint, sprayed rock wool, etc.).

上記のように梁の材軸方向で耐火被覆材の種類が切り替わる場合、異種耐火被覆材の境界部において耐火性能を確保するような技術がいくつか知られている。(例えは、特許文献2~3を参照。) When the types of fireproof coating materials are switched in the axial direction of the beam as described above, several techniques are known to ensure fireproof performance at the boundary between different types of fireproof coating materials. (See Patent Documents 2 and 3 for examples.)

特願2020-148315号(現時点で未公開)Japanese Patent Application No. 2020-148315 (currently unpublished) 特開2020-143528号公報Japanese Patent Application Laid-Open No. 2020-143528 特開2020-172808号公報Japanese Patent Application Laid-Open No. 2020-172808

ところで、上記の木鋼梁を建物に適用する場合、木質被覆材と非木質系の他の耐火被覆材が取り合う箇所では、所定の耐火性能を達成できないおそれがある。鉄骨部材を、耐火塗料や吹付けロックウール等といった耐火被覆材で被覆する場合、鋼材温度が平均350℃以下、最高450℃以下程度となるように耐火被覆材の厚みや仕様を決定する。一方、木材の着火温度は約200~260℃である。したがって、木質被覆材と他の耐火被覆材が取り合う箇所では、非木質系の他の耐火被覆材で被覆された鉄骨部材側から木質被覆材で被覆された鉄骨部材側に伝熱することで、木質被覆材側の鉄骨部材の鋼材温度が200~260℃まで達する可能性がある。すると、木質被覆材が内部から燃焼して燃え止まらず、鉄骨部材の鋼材温度が450℃以上に達するおそれがある。また、木質被覆材と非木質系の他の耐火被覆材との取合い部において、木質被覆材の小口面が露出したり、木質被覆材と非木質系の他の耐火被覆材との間に隙間が生じたりすることで、所定の耐火性能を確保できないおそれがある。 By the way, when the wooden steel beam is applied to a building, there is a possibility that a predetermined fire resistance cannot be achieved at a place where a wooden covering material and another non-woody fireproof covering material meet. When a steel frame member is coated with a fire-resistant coating material such as fire-resistant paint or sprayed rock wool, the thickness and specifications of the fire-resistant coating material are determined so that the average temperature of the steel material is 350°C or less, and the maximum temperature is about 450°C or less. On the other hand, the ignition temperature of wood is about 200-260°C. Therefore, at the place where the wood coating material and another fireproof coating material meet, heat is transferred from the side of the steel frame member coated with the other non-woody fireproof coating material to the side of the steel frame member coated with the wood coating material. The steel material temperature of the steel frame member on the wooden covering material side may reach 200 to 260°C. As a result, the wood covering material burns from the inside and does not stop burning, and the steel material temperature of the steel frame member may reach 450° C. or higher. In addition, at the interface between the wooden covering material and the other non-woody fireproof covering material, the edge surface of the wooden covering material is exposed, and the gap between the wooden covering material and the other non-woody fireproof covering material There is a risk that the specified fire resistance cannot be ensured due to the occurrence of

本発明は、上記に鑑みてなされたものであって、木質被覆材と非木質系の他の耐火被覆材との取合い部の耐火性能を確保することができる合成部材の耐火構造を提供することを目的とする。 SUMMARY OF THE INVENTION The present invention has been made in view of the above, and provides a fire-resistant structure of synthetic members that can ensure the fire-resistant performance of the interface between the wooden covering material and the other non-woody fire-resistant covering material. With the goal.

上記した課題を解決するために、本発明に係る合成部材の耐火構造は、鉄骨部材と、この鉄骨部材の表面の第一領域を被覆する厚肉の木質被覆材と、第一領域に近接する鉄骨部材の表面の第二領域を被覆する薄肉の非木質系の耐火被覆材とを備える合成部材における第一領域と第二領域の間の取合い部の耐火構造であって、第二領域の耐火被覆材の厚さ以上の厚さで取合い部付近の鉄骨部材の表面を被覆する非木質系の耐火被覆材と、木質被覆材の小口面と取合い部の耐火被覆材を連続的に被覆する無機系の耐火材とを有することを特徴とする。 In order to solve the above-described problems, the fire-resistant structure of synthetic members according to the present invention includes a steel frame member, a thick wood coating material covering a first region of the surface of the steel frame member, and a A fire-resistant structure of a joint between a first region and a second region in a composite member comprising a thin non-woody fire-resistant coating covering a second region of the surface of the steel member, the fire-resistant structure of the second region Non-woody fire-resistant coating material that covers the surface of steel frame members near the joint with a thickness greater than the thickness of the coating material, and an inorganic coating that continuously coats the edge of the wooden coating material and the fire-resistant coating material at the joint. It is characterized by having a system refractory material.

また、本発明に係る他の合成部材の耐火構造は、上述した発明において、非木質系の耐火被覆材を耐火塗料とし、その厚さを増したものであることを特徴とする。 Another fire-resistant structure of synthetic members according to the present invention is characterized in that, in the above invention, the non-woody fire-resistant coating material is used as a fire-resistant paint and the thickness thereof is increased.

また、上述した発明において、本発明に係る他の合成部材の耐火構造における無機系の耐火材は、木質被覆材の小口面に張り付けられる強化石膏ボードであり、この強化石膏ボードと鉄骨部材の間の隙間に無機系の充填材が設けられることを特徴とする。 In the above-described invention, the inorganic fire-resistant material in the fire-resistant structure of other synthetic members according to the present invention is a reinforced gypsum board attached to the edge of the wooden covering material, and between the reinforced gypsum board and the steel frame member. characterized in that an inorganic filler is provided in the gap between the

本発明に係る合成部材の耐火構造によれば、鉄骨部材と、この鉄骨部材の表面の第一領域を被覆する厚肉の木質被覆材と、第一領域に近接する鉄骨部材の表面の第二領域を被覆する薄肉の非木質系の耐火被覆材とを備える合成部材における第一領域と第二領域の間の取合い部の耐火構造であって、第二領域の耐火被覆材の厚さ以上の厚さで取合い部付近の鉄骨部材の表面を被覆する非木質系の耐火被覆材と、木質被覆材の小口面と取合い部の耐火被覆材を連続的に被覆する無機系の耐火材とを有するので、木質被覆材と非木質系の他の耐火被覆材との取合い部の耐火性能を確保することができるという効果を奏する。 According to the fireproof structure of the synthetic member according to the present invention, the steel frame member, the thick wood coating material covering the first region of the surface of the steel frame member, and the second surface of the steel frame member adjacent to the first region A fire resistant structure at the interface between a first zone and a second zone in a composite member comprising a thin non-woody fire resistant cladding covering the zone, the refractory structure being greater than or equal to the thickness of the fire resistant cladding in the second zone It has a non-woody fire-resistant coating material that covers the surface of the steel frame member near the joint with a thickness, and an inorganic fire-resistant material that continuously coats the end face of the wooden coating material and the fire-resistant coating material at the joint. Therefore, it is possible to ensure the fireproof performance of the interface between the wooden covering material and the other non-woody fireproof covering material.

また、本発明に係る他の合成部材の耐火構造によれば、非木質系の耐火被覆材を耐火塗料とし、その厚さを増すことで、木質被覆材と耐火塗料との取合い部の耐火性能を確保することができるという効果を奏する。 In addition, according to the fire-resistant structure of another synthetic member according to the present invention, the non-woody fire-resistant coating material is used as a fire-resistant coating, and by increasing the thickness of the non-woody coating material, the fire-resistant performance of the interface between the wooden coating material and the fire-resistant coating There is an effect that can be ensured.

また、本発明に係る他の合成部材の耐火構造によれば、無機系の耐火材は、木質被覆材の小口面に張り付けられる強化石膏ボードであり、この強化石膏ボードと鉄骨部材の間の隙間に無機系の充填材が設けられるので、小口面からの熱の流入と燃焼を抑えるとともに、木質被覆材側の鉄骨部材の鋼材温度の上昇を抑えることができるという効果を奏する。 Further, according to another fire-resistant structure of synthetic members according to the present invention, the inorganic fire-resistant material is a reinforced gypsum board that is attached to the edge surface of the wooden covering material, and the gap between this reinforced gypsum board and the steel frame member Since the inorganic filler is provided in the inner wall, the inflow and combustion of heat from the edge can be suppressed, and the increase in the steel material temperature of the steel frame member on the wooden covering material side can be suppressed.

図1は、本発明に係る合成部材の耐火構造の実施の形態を示す側面図である。FIG. 1 is a side view showing an embodiment of a fire-resistant structure for synthetic members according to the present invention. 図2は、図1のA-A線に沿った断面図である。FIG. 2 is a cross-sectional view along line AA of FIG. 図3は、図1のB-B線に沿った断面図である。FIG. 3 is a cross-sectional view taken along line BB of FIG. 図4は、図1のC-C線に沿った断面図である。FIG. 4 is a cross-sectional view taken along line CC of FIG. 図5(1)は、各断面位置における平均温度推移を示すグラフ図であり、(2)は各断面位置における最高温度を示すテーブル図である。FIG. 5(1) is a graph showing the average temperature transition at each cross-sectional position, and FIG. 5(2) is a table showing the maximum temperature at each cross-sectional position.

以下に、本発明に係る合成部材の耐火構造の実施の形態を図面に基づいて詳細に説明する。なお、この実施の形態によりこの発明が限定されるものではない。 EMBODIMENT OF THE INVENTION Below, embodiment of the fireproof structure of the synthetic member which concerns on this invention is described in detail based on drawing. In addition, this invention is not limited by this embodiment.

図1~図4に示すように、本発明の実施の形態に係る合成部材の耐火構造10は、鉄骨梁12(鉄骨部材)と、この鉄骨梁12の表面の第一領域R1を被覆する厚肉の木質被覆材14と、第一領域R1に近接する鉄骨梁12の表面の第二領域R2を被覆する薄肉の耐火塗料16(非木質系の耐火被覆材)とを備える合成部材18における第一領域R1と第二領域R2の間の取合い部20の耐火構造である。 As shown in FIGS. 1 to 4, a composite fire-resistant structure 10 according to an embodiment of the present invention includes a steel beam 12 (steel frame member) and a thickness covering a first region R1 on the surface of the steel beam 12. A synthetic member 18 comprising a meat wood coating material 14 and a thin fire-resistant paint 16 (non-wood fire-resistant coating material) covering a second region R2 on the surface of the steel beam 12 adjacent to the first region R1. It is a fireproof structure of the interface part 20 between one area|region R1 and the 2nd area|region R2.

この耐火構造10は、第二領域R2の耐火塗料16の塗膜厚さ以上の塗膜厚さで取合い部20の鉄骨梁12の表面を被覆する耐火塗料22と、木質被覆材14の小口面24と取合い部20の耐火塗料22を連続的に被覆する強化石膏ボード26(無機系の耐火材)とを有する。なお、本実施の形態では、木質被覆材14の小口面24から第二領域R2内の所定の長さ範囲(耐火被覆材42に至るまでの長さ範囲)に、耐火塗料16、22を必要塗膜厚さ以上の同一厚さで塗布している。木質被覆材14の小口面24の側方向および下方向外側部分には、強化石膏ボード26に隣接する態様で仕上木28と普通石膏ボード30が積層して設けられる。なお、仕上木28と普通石膏ボード30を設ける代わりに、強化石膏ボードを木質被覆材14の小口面24全面に張ってもよい。 This fire-resistant structure 10 includes a fire-resistant paint 22 that coats the surface of the steel frame beam 12 of the joint portion 20 with a coating thickness equal to or greater than the coating thickness of the fire-resistant paint 16 in the second region R2, and the edge of the wood coating material 14. 24 and a reinforced gypsum board 26 (inorganic fireproof material) that continuously covers the fireproof paint 22 of the interface 20 . In the present embodiment, the fire-resistant paints 16 and 22 are required in the predetermined length range (the length range up to the fire-resistant coating material 42) within the second region R2 from the edge surface 24 of the wooden coating material 14. It is applied with the same thickness as the coating thickness. A finishing wood 28 and a plain gypsum board 30 are laminated in a manner adjacent to a reinforced gypsum board 26 on the lateral and downward outer portions of the edge face 24 of the wooden covering material 14 . Instead of providing the finishing wood 28 and the ordinary gypsum board 30, a reinforced gypsum board may be laid over the entire edge surface 24 of the wooden covering material 14. - 特許庁

鉄骨梁12は、略水平方向に延びたH形鋼からなり、ウェブ32、上フランジ34、下フランジ36を有する。第一領域R1の鉄骨梁12と第二領域R2の鉄骨梁12は、取合い部20で突き合わされており、ウェブ32に設けたプレート38とボルト40によって互いに接合している。第一領域R1の鉄骨梁12と木質被覆材14によって形成される梁が、木鋼梁に相当する。なお、図の例では、第二領域R2側の鉄骨梁12に、けい酸カルシウム板からなる耐火被覆材42と、配管を通すための貫通孔44を設けた例を示しているが、これらは省略することもできる。なお、第一領域R1と第二領域R2の鉄骨梁12はボルト40とプレート38で突き合わせになっていなくてもよい。例えば、第一領域R1と第二領域R2の鉄骨梁12は梁軸方向に連続していてもよい。 The steel beams 12 are generally horizontally extending H-beams and have webs 32 , upper flanges 34 and lower flanges 36 . The steel frame beams 12 of the first region R1 and the steel frame beams 12 of the second region R2 are butted against each other at the joint portion 20 and joined to each other by the plate 38 provided on the web 32 and the bolt 40 . A beam formed by the steel frame beam 12 and the wooden covering material 14 in the first region R1 corresponds to the wooden steel beam. In the example shown in the figure, the steel frame beam 12 on the side of the second region R2 is provided with a fireproof covering material 42 made of a calcium silicate plate and a through hole 44 for passing a pipe through. It can be omitted. Note that the steel beams 12 in the first region R1 and the second region R2 may not be butted with the bolts 40 and the plates 38 . For example, the steel beams 12 of the first region R1 and the second region R2 may be continuous in the beam axis direction.

木質被覆材14は、鉄骨梁12の上下左右を被覆する態様で設けられる集成材からなり、例えば1時間の耐火性能を持つヒバやカラマツなどの樹種で形成される。木質被覆材14は、ラグスクリュー等の固定部材46で鉄骨梁12のウェブ32に固定される。この固定部材46は、図4に示すように、板状の頭部48と軸状のねじ部50を有する金属製の棒状体である。ねじ部50は先端が尖っており、外周面にはねじ山が設けられている。固定部材46は、同一断面内でウェブ32の上側と下側に設けた貫通穴52から木質被覆材14にねじ込まれている。貫通穴52は埋木54で塞がれている。固定部材46は、図1に示すように、鉄骨梁12が延在する水平方向に所定の間隔で複数配置されるとともに、ねじ込まれる向きが水平方向に互い違いになるように配置されている。 The wooden covering material 14 is made of laminated lumber provided in a manner to cover the top, bottom, left, and right of the steel frame beam 12, and is made of tree species such as hiba and Japanese larch having fire resistance of one hour, for example. The wood cladding 14 is fixed to the web 32 of the steel beam 12 with a fixing member 46 such as a lag screw. As shown in FIG. 4, the fixing member 46 is a metal rod-like body having a plate-like head portion 48 and a shaft-like screw portion 50 . The threaded portion 50 has a sharp tip and a threaded outer peripheral surface. The fixing member 46 is screwed into the wooden covering material 14 through through holes 52 provided on the upper and lower sides of the web 32 within the same cross section. The through hole 52 is closed with a filler wood 54 . As shown in FIG. 1, a plurality of fixing members 46 are arranged at predetermined intervals in the horizontal direction in which the steel beam 12 extends, and are arranged so that the screwing directions thereof alternate in the horizontal direction.

耐火塗料16、22は、加熱により所定の温度帯で発泡して鋼材の温度上昇を抑制する発泡性の耐火材料で構成される。このような耐火塗料としては、例えば、火災時に熱を受けると250℃前後で発泡を開始して、20~30倍に発泡して断熱層を形成する耐火塗料がある。本実施の形態では、第二領域R2の耐火塗料16の塗膜厚さと、取合い部20の耐火塗料22の塗膜厚さは、いずれも2時間の耐火性能を満たす塗膜厚さに設定しているが、本発明はこれに限るものではない。また、本実施の形態では、木質被覆材14の小口面24から耐火被覆材42に至るまでの長さ範囲に2時間の耐火性能を満たす塗膜厚さの耐火塗料16、22を設けているが、本発明はこれに限るものではない。例えば、木質被覆材14の小口面24から上記範囲を超える長さ範囲について、2時間の耐火性能を満たす塗膜厚さの耐火塗料16、22を設けるとともに、それより先の範囲に1時間の耐火性能を満たす塗膜厚さの耐火塗料を設けてもよい。 The fire-resistant paints 16 and 22 are made of a foamable fire-resistant material that foams in a predetermined temperature range when heated to suppress the temperature rise of the steel material. As such a fire-resistant paint, for example, there is a fire-resistant paint that starts foaming at around 250° C. when exposed to heat during a fire and expands 20 to 30 times to form a heat-insulating layer. In the present embodiment, both the coating thickness of the fire-resistant coating 16 in the second region R2 and the coating thickness of the fire-resistant coating 22 in the interface portion 20 are set to a coating thickness that satisfies the two-hour fire resistance performance. However, the present invention is not limited to this. Further, in this embodiment, the fire-resistant paints 16 and 22 having a coating thickness that satisfies the two-hour fire resistance performance are provided in the length range from the edge 24 of the wooden coating material 14 to the fire-resistant coating material 42 . However, the present invention is not limited to this. For example, for the length range exceeding the above range from the edge 24 of the wooden covering material 14, fire resistant paints 16 and 22 having a coating thickness that satisfies the fire resistance performance of 2 hours are provided, and the range beyond that is 1 hour long. A fire-resistant paint having a coating thickness that satisfies fire resistance performance may be provided.

強化石膏ボード26は、木質被覆材14の小口面24に張り付けられる板状のものである。この強化石膏ボード26と鉄骨梁12との間には、施工上、一定の隙間(クリアランス)が必要となる。この隙間から熱が流入してくるのを防ぐため、隙間には無機系の充填材56(例えば炭酸カルシウム系充填材)が設けられる。 The reinforced gypsum board 26 is in the form of a plate attached to the edge surface 24 of the wooden covering material 14 . Between the reinforced gypsum board 26 and the steel beam 12, a certain gap (clearance) is required for construction. In order to prevent heat from flowing through this gap, an inorganic filler 56 (for example, a calcium carbonate filler) is provided in the gap.

以上のように、本実施の形態では、木鋼梁の木質被覆材14と耐火塗料16(非木質系の耐火被覆材)が取合う箇所において、1時間の耐火性能を満たすように、耐火塗料の塗膜厚さを増し、木質被覆材14と耐火塗料22との取合い部20に強化石膏ボード26(無機系の耐火材)を設けている。本実施の形態によれば、以下のような作用効果が得られる。 As described above, in the present embodiment, at the place where the wooden coating material 14 of the wooden steel beam and the fire-resistant paint 16 (non-woody fire-resistant coating material) meet, the fire-resistant paint , and a reinforced gypsum board 26 (inorganic fire-resistant material) is provided at the interface 20 between the wooden covering material 14 and the fire-resistant paint 22 . According to this embodiment, the following effects can be obtained.

(1)耐火塗料の塗膜厚さを1時間耐火仕様から2時間耐火仕様にすることで、耐火塗料16側(第二領域R2)の鋼材温度の上昇を低減し、木質被覆材14側(第一領域R1)の鉄骨梁12への伝熱による鋼材温度の上昇を抑える。
(2)木質被覆材14の小口面24に強化石膏ボード26を張ることで、小口面24からの熱の流入を抑える。また、木質被覆材14の小口面24が直接火炎を受けて燃焼するのを防ぐ。
(3)木質被覆材14と耐火塗料16との間に強化石膏ボード26を設けることで、耐火塗料16側の鉄骨梁12の熱を強化石膏ボード26が吸熱して、木質被覆材14側の鋼材温度の上昇を抑える。
(1) By changing the coating thickness of the fire-resistant paint from the 1-hour fire-resistant specification to the 2-hour fire-resistant specification, the temperature rise of the steel material on the fire-resistant paint 16 side (second region R2) is reduced, and the wood coating material 14 side ( The steel material temperature rise due to heat transfer to the steel frame beam 12 of the first region R1) is suppressed.
(2) By applying a reinforced gypsum board 26 to the edge surface 24 of the wooden covering material 14, the influx of heat from the edge surface 24 is suppressed. In addition, the edge surface 24 of the wooden covering material 14 is prevented from being directly exposed to the flame and burned.
(3) By providing the reinforced gypsum board 26 between the wood coating material 14 and the fire-resistant paint 16, the heat of the steel frame beam 12 on the fire-resistant paint 16 side is absorbed by the reinforced gypsum board 26, and the wood coating material 14 side heats up. Suppresses the rise in steel material temperature.

<実施例>
次に、本発明の実施例について説明する。なお、以下に述べるのは、1時間の耐火試験で耐火性能を検証した仕様である。耐火試験で検証した木鋼梁における耐火塗料との取合い部の仕様は図1~図4のとおりである。試験体に使用した鉄骨梁の寸法および鋼種は、BH-900×150×16×19、全長3450mm(SS400)である。木質被覆材は、ヒバ集成材(対称異等級E95-F270)、被覆材厚さ80mm、木鋼梁の断面寸法1067mm×317mmである。なお、耐火試験では鉄骨梁に貫通孔を設ける場合を想定した。
<Example>
Next, examples of the present invention will be described. In addition, the specification described below is the one-hour fire resistance test to verify the fire resistance performance. Figures 1 to 4 show the specifications of the interface with the fire-resistant paint in the wooden steel beam verified by the fire-resistant test. The dimensions and steel grade of the steel beams used for the test body are BH-900×150×16×19 and total length of 3450 mm (SS400). The wooden covering material is laminated cypress wood (symmetrical different grade E95-F270), the thickness of the covering material is 80 mm, and the cross-sectional dimensions of the wooden steel beam are 1067 mm×317 mm. In addition, in the fire resistance test, it was assumed that a through hole was provided in the steel frame beam.

(耐火塗料の塗膜厚さ)
一般的には、1時間の耐火構造であれば、1時間耐火として規定された塗膜厚さの耐火塗料を施せばよい。しかし、木鋼梁と取り合う耐火塗料においては、耐火塗料側の鋼材温度の上昇を低減し、木質被覆材側の鉄骨梁への伝熱による鋼材温度の上昇を抑えるために、2時間耐火を達成できる塗膜厚さの耐火塗料を塗布した。この耐火塗料は、木質被覆材の小口面から650mmの長さ範囲に塗布した。
(Paint thickness of fire-resistant paint)
In general, for a 1-hour fire-resistant structure, a fire-resistant paint having a coating thickness specified for 1-hour fire resistance should be applied. However, in the case of the fire-resistant paint that attaches to the wooden steel beams, we have achieved two-hour fire resistance in order to reduce the steel material temperature rise on the fire-resistant paint side and suppress the steel material temperature rise due to heat transfer to the steel beam on the wooden coating material side. Fire-resistant paint was applied with a coating thickness that was possible. This fire-resistant paint was applied over a length of 650 mm from the edge of the wooden covering material.

(強化石膏ボードの取付け)
木質被覆材の小口面に強化石膏ボードを複数設けた。耐火試験では強化石膏ボード(厚さ21mm×3枚)と強化石膏ボード(厚さ12.5mm)を重ね張りして、合計厚さ75.5mmとした。なお、強化石膏ボードの厚みを増すことで、断熱性能が向上し、強化石膏ボードの吸熱量も増加するため、耐火性能が向上すると考えられる。したがって、木質被覆材の小口面に設ける強化石膏ボードの合計厚さを75.5mm以上とすれば、強化石膏ボードの枚数や厚みを変えても耐火性能は担保されると考えられる。
(Installation of reinforced gypsum board)
A plurality of reinforced gypsum boards were provided on the edge of the wooden covering material. In the fire resistance test, reinforced gypsum boards (thickness: 21 mm x 3 sheets) and reinforced gypsum boards (thickness: 12.5 mm) were overlapped to give a total thickness of 75.5 mm. By increasing the thickness of the reinforced gypsum board, the heat insulation performance is improved, and the amount of heat absorbed by the reinforced gypsum board is also increased, so it is thought that the fire resistance is improved. Therefore, if the total thickness of the reinforced gypsum boards provided on the edge of the wooden covering material is 75.5 mm or more, it is considered that the fire resistance performance can be secured even if the number and thickness of the reinforced gypsum boards are changed.

(隙間の充填)
木質被覆材の小口面に取り付ける強化石膏ボードと鉄骨梁との間には、施工上、クリアランスが必要となる。この隙間から熱が流入してくるのを防ぐため、無機系の充填材(例えば炭酸カルシウム系充填材)を注入し、隙間を埋めた。
(Filling of gaps)
A clearance is required for construction work between the reinforced gypsum board attached to the edge of the wooden covering material and the steel beam. In order to prevent heat from flowing through this gap, an inorganic filler (for example, a calcium carbonate filler) was injected to fill the gap.

また、耐火試験では強化石膏ボードと鉄骨梁とのクリアランスが3mmになるように試験体を製作した。ただし、強化石膏ボードと鉄骨梁とのクリアランスを小さくすることで、鉄骨梁の熱を強化石膏ボードが吸熱しやすくなるとともに、隙間からの熱の流入を最小限に抑えることができると考えられる。したがって、強化石膏ボードと鉄骨梁とのクリアランスが3mm以下となるように製作すれば耐火性能は担保されると考えられる。 Also, in the fire resistance test, the specimen was manufactured so that the clearance between the reinforced gypsum board and the steel beam was 3 mm. However, by reducing the clearance between the reinforced gypsum board and the steel beam, the reinforced gypsum board can easily absorb the heat of the steel beam, and the influx of heat through the gap can be minimized. Therefore, if the clearance between the reinforced gypsum board and the steel frame beam is 3 mm or less, it is considered that the fire resistance performance will be secured.

(仕上木の取付け)
見栄えをよくするために、木質被覆材の小口面の外周部に仕上木(ヒバ集成材、厚さ55mm)と普通石膏ボード(厚さ12.5mm)を積層して設けた。また、仕上木を取り付けない場合には、木質被覆材の小口面の全面に強化石膏ボードを取り付けることで耐火性能は担保されると考えられる。
(Installation of finish wood)
In order to improve the appearance, a finishing wood (laminated cedar wood, thickness 55 mm) and a plain gypsum board (thickness 12.5 mm) were layered on the periphery of the edge of the wooden covering material. In addition, when finishing wood is not attached, fireproof performance is considered to be secured by attaching reinforced gypsum board to the entire edge surface of the wooden covering material.

(耐火試験結果)
次に、上記の試験体を用いた取合い部における1時間の耐火試験の結果について説明する。耐火試験は、試験体を1時間加熱後、48時間炉内で放冷して試験を終了した。試験終了時、赤熱や発煙は確認されず、木質被覆材は燃え止まった。また、仕上木(厚さ55mm)や仕上用の普通石膏ボード(厚さ12.5mm)は脱落していたが、小口面の強化石膏ボード(厚さ21mm×3枚+厚さ12.5mm)は残存していた。
(Fire resistance test result)
Next, the results of a 1-hour fire resistance test at the interface using the above-mentioned test specimen will be described. In the fire resistance test, the test piece was heated for 1 hour and then allowed to cool in the furnace for 48 hours to complete the test. At the end of the test, red heat and smoke were not confirmed, and the wood coating material stopped burning. In addition, the finishing wood (55 mm thick) and ordinary gypsum board (12.5 mm thick) for finishing had fallen off, but the reinforced gypsum board (thickness 21 mm x 3 sheets + 12.5 mm thick) on the edge side had fallen off. remained.

図5(1)に、上下フランジ、ウェブに設けた熱電対により測定された各断面位置の平均温度の時間推移を示す。図中の凡例は、木質被覆材の小口面の位置からの水平距離で示している。図5(2)に、各断面位置における最高温度を示す。図5(2)に示すように、耐火塗料で被覆された鉄骨梁の鋼材最高温度は341.5℃、木質被覆材で被覆された鉄骨梁の鋼材最高温度は202.0℃であり、耐火試験における鋼材の許容温度である350℃以下となった。したがって、本実施例の仕様は1時間の耐火性能を有するといえる。 FIG. 5(1) shows the time transition of the average temperature at each cross-sectional position measured by the thermocouples provided on the upper and lower flanges and the web. The legend in the figure indicates the horizontal distance from the position of the fore edge of the wooden covering material. FIG. 5(2) shows the maximum temperature at each cross-sectional position. As shown in FIG. 5 (2), the maximum steel material temperature of the steel beam coated with the fire-resistant paint is 341.5°C, and the steel material maximum temperature of the steel beam coated with the wood coating material is 202.0°C. It became 350 degrees C or less which is the allowable temperature of the steel material in the test. Therefore, it can be said that the specifications of this example have a fire resistance performance of one hour.

本実施の形態によれば、木質被覆材と耐火塗料との取合い部に強化石膏ボードを用いることで、現場で加工および施工しやすい仕様を実現することができる。また、耐火塗料の使用や、仕上木の取り付けを想定した仕様とすることで、仕上がり時の見栄えに配慮することができる。 According to this embodiment, by using the reinforced gypsum board in the interface between the wooden covering material and the fire-resistant paint, it is possible to realize specifications that facilitate processing and construction on site. In addition, it is possible to consider the appearance at the time of finishing by using fire-resistant paint and designing the specifications assuming the installation of finishing wood.

なお、上記の実施の形態においては、木質被覆材と取り合う非木質系の耐火被覆材に耐火塗料を使用した場合を例にとり説明したが、本発明はこれに限るものではない。1時間の耐火試験で鋼材温度が340℃以下となるような非木質系の耐火被覆材の仕様であれば、耐火塗料以外の非木質系の耐火被覆材(例えば吹付けロックウールや湿式セラミック系耐火被覆材等)を用いてもよい。 In the above embodiment, the case where the fire-resistant paint is used for the non-woody fire-resistant covering material that is attached to the wood-based covering material has been described as an example, but the present invention is not limited to this. If it is a non-woody fire-resistant coating material that makes the steel temperature 340 ° C or less in a one-hour fire resistance test, non-woody fire-resistant coating materials other than fire-resistant paint (for example, sprayed rock wool or wet ceramic refractory coating material, etc.) may be used.

以上説明したように、本発明に係る合成部材の耐火構造によれば、鉄骨部材と、この鉄骨部材の表面の第一領域を被覆する厚肉の木質被覆材と、第一領域に近接する鉄骨部材の表面の第二領域を被覆する薄肉の非木質系の耐火被覆材とを備える合成部材における第一領域と第二領域の間の取合い部の耐火構造であって、第二領域の耐火被覆材の厚さ以上の厚さで取合い部付近の鉄骨部材の表面を被覆する非木質系の耐火被覆材と、木質被覆材の小口面と取合い部の耐火被覆材を連続的に被覆する無機系の耐火材とを有するので、木質被覆材と非木質系の他の耐火被覆材との取合い部の耐火性能を確保することができる。 As described above, according to the fire-resistant structure of synthetic members according to the present invention, the steel frame member, the thick wooden coating material covering the first region of the surface of the steel frame member, and the steel frame adjacent to the first region A fire resistant structure of a joint between a first region and a second region of a composite member comprising a thin non-woody fire resistant coating covering a second region of the surface of the member, the fire resistant coating of the second region A non-woody fireproof coating material that covers the surface of the steel frame member near the joint with a thickness greater than the thickness of the wood, and an inorganic fireproof coating that continuously coats the edge of the wooden coating material and the joint part. , the fireproof performance of the interface between the wooden covering material and the other non-woody fireproof covering material can be ensured.

また、本発明に係る他の合成部材の耐火構造によれば、非木質系の耐火被覆材を耐火塗料とし、その厚さを増すことで、木質被覆材と耐火塗料との取合い部の耐火性能を確保することができる。 In addition, according to the fire-resistant structure of another synthetic member according to the present invention, the non-woody fire-resistant coating material is used as a fire-resistant coating, and by increasing the thickness of the non-woody coating material, the fire-resistant performance of the interface between the wooden coating material and the fire-resistant coating can be ensured.

また、本発明に係る他の合成部材の耐火構造によれば、無機系の耐火材は、木質被覆材の小口面に張り付けられる強化石膏ボードであり、この強化石膏ボードと鉄骨部材の間の隙間に無機系の充填材が設けられるので、小口面からの熱の流入と燃焼を抑えるとともに、木質被覆材側の鉄骨部材の温度の上昇を抑えることができる。 Further, according to another fire-resistant structure of synthetic members according to the present invention, the inorganic fire-resistant material is a reinforced gypsum board that is attached to the edge surface of the wooden covering material, and the gap between this reinforced gypsum board and the steel frame member Since the inorganic filler is provided in the inner wall, it is possible to suppress the inflow and combustion of heat from the fore-end, and to suppress the temperature rise of the steel frame member on the wooden covering material side.

以上のように、本発明に係る合成部材の耐火構造は、鉄骨部材と木質被覆材を備える合成部材に有用であり、特に、木質被覆材と非木質系の他の耐火被覆材との取合い部の耐火性能を確保するのに適している。 As described above, the fire-resistant structure of a synthetic member according to the present invention is useful for a synthetic member comprising a steel frame member and a wooden covering material, and in particular, the interface between the wooden covering material and another non-woody fire-resistant covering material. It is suitable for ensuring the fire resistance performance of

10 合成部材の耐火構造
12 鉄骨梁(鉄骨部材)
14 木質被覆材
16,22 耐火塗料(非木質系の耐火被覆材)
18 合成部材
20 取合い部
24 小口面
26 強化石膏ボード(無機系の耐火材)
28 仕上木
30 普通石膏ボード
32 ウェブ
34 上フランジ
36 下フランジ
38 プレート
40 ボルト
42 耐火被覆材
44 貫通孔
46 固定部材
48 頭部
50 ねじ部
52 貫通穴
54 埋木
56 充填材
R1 第一領域
R2 第二領域
10 Fire-resistant structure of synthetic members 12 Steel beams (steel members)
14 wood coating material 16, 22 fire resistant paint (non-woody fire resistant coating material)
18 Synthetic member 20 Mating part 24 Edge face 26 Reinforced gypsum board (inorganic fireproof material)
28 finishing wood 30 ordinary gypsum board 32 web 34 upper flange 36 lower flange 38 plate 40 bolt 42 fireproof coating material 44 through hole 46 fixing member 48 head 50 threaded portion 52 through hole 54 filler 56 filler R1 first region R2 second region

Claims (3)

鉄骨部材と、この鉄骨部材の表面の第一領域を被覆する厚肉の木質被覆材と、第一領域に近接する鉄骨部材の表面の第二領域を被覆する薄肉の非木質系の耐火被覆材とを備える合成部材における第一領域と第二領域の間の取合い部の耐火構造であって、
第二領域の耐火被覆材の厚さ以上の厚さで取合い部付近の鉄骨部材の表面を被覆する非木質系の耐火被覆材と、
木質被覆材の小口面と取合い部の耐火被覆材を連続的に被覆する無機系の耐火材とを有することを特徴とする合成部材の耐火構造。
A steel frame member, a thick wooden coating material covering a first region of the surface of the steel frame member, and a thin non-woody fireproof coating material covering a second region of the surface of the steel frame member adjacent to the first region. A refractory structure of an interface between a first region and a second region in a composite member comprising:
a non-woody fire-resistant coating material that coats the surface of the steel frame member near the interface with a thickness equal to or greater than the thickness of the fire-resistant coating material in the second region;
1. A fire-resistant structure of a synthetic member, characterized by having an inorganic fire-resistant material continuously covering the end surface of a wooden covering material and the fire-resistant covering material of a joint portion.
非木質系の耐火被覆材を耐火塗料とし、その厚さを増したものであることを特徴とする請求項1に記載の合成部材の耐火構造。 2. The fire-resistant structure of synthetic members according to claim 1, wherein the non-woody fire-resistant coating material is made of a fire-resistant paint and its thickness is increased. 無機系の耐火材は、木質被覆材の小口面に張り付けられる強化石膏ボードであり、この強化石膏ボードと鉄骨部材の間の隙間に無機系の充填材が設けられることを特徴とする請求項1または2に記載の合成部材の耐火構造。 The inorganic refractory material is a reinforced gypsum board that is attached to the edge of the wooden covering material, and an inorganic filler is provided in the gap between the reinforced gypsum board and the steel frame member. 3. Fire resistant structure of synthetic member according to 2.
JP2021112307A 2021-07-06 2021-07-06 Fire resistance structure of composite member Pending JP2023008615A (en)

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