JP6734086B2 - Construction method for work floors in building fireproof structures and blowout areas - Google Patents

Construction method for work floors in building fireproof structures and blowout areas Download PDF

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JP6734086B2
JP6734086B2 JP2016055653A JP2016055653A JP6734086B2 JP 6734086 B2 JP6734086 B2 JP 6734086B2 JP 2016055653 A JP2016055653 A JP 2016055653A JP 2016055653 A JP2016055653 A JP 2016055653A JP 6734086 B2 JP6734086 B2 JP 6734086B2
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work floor
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vertical plate
coating material
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JP2017172112A (en
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洋平 矢田
洋平 矢田
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Daiwa House Industry Co Ltd
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この発明は、建物の構成要素が耐火被覆材で被覆される建物耐火構造および建物吹抜部の作業床設置工法に関する。 The present invention relates to a building fireproof structure in which building components are covered with a fireproof covering material, and a work floor installation method for a building blowout part.

特許文献1には、耐火被覆材を傷付けることがなく、外壁側からのみの施工で梁に外壁板を取り付けることが出来る梁外壁結合構造が開示されている。 Patent Document 1 discloses a beam-outer wall connection structure in which an outer wall plate can be attached to a beam only from the outer wall side without damaging the fireproof coating material.

ところで、建物吹抜部の周囲部を形成する鉄骨梁に耐火被覆材が被覆され、このような耐火被覆材が被覆された鉄骨梁を用いて上記建物吹抜部に作業床を仮設することが行われる。このような作業床の仮設においても、上記耐火被覆材に欠損が生じないことが求められる。 By the way, a fire-resistant covering material is coated on the steel beam forming the peripheral part of the building blow-out portion, and a work floor is temporarily installed in the building blow-out portion using the steel-frame beam coated with such a fire-proof covering material. .. Even in such a temporary construction of the work floor, it is required that the above-mentioned fireproof coating material does not have a defect.

特開2009−127268号公報JP, 2009-127268, A

しかしながら、上記建物吹抜部に作業床を仮設する場合において 、この作業床を一時的に支持する支持金物を上記鉄骨梁に着脱可能に設けるとした場合、上記支持金物を取り付ける際或いは当該支持金物を取り外す際に、上記鉄骨梁を被覆する耐火被覆材に欠損が生じることがあり、この場合には、欠損の修復のために別途作業員や時間が必要になるという問題があった。また、上記特許文献1に開示の技術では、上記のような場合に耐火被覆材の欠損を防止することができない。 However, in the case where a work floor is temporarily installed in the building blow-out section, if a support metal temporarily supporting this work floor is detachably attached to the steel beam, when the support metal is attached or the support metal is At the time of removal, a defect may occur in the fireproof coating material that covers the steel beam, and in this case, there is a problem that a separate worker and time are required to repair the defect. Further, the technique disclosed in Patent Document 1 cannot prevent damage to the fire-resistant coating material in the above case.

この発明は、上記の事情に鑑み、建物の構成要素が耐火被覆材で被覆される建物耐火構造において、着脱可能に設けられる部材によって上記耐火被覆材に欠損が生じるのを低減することを課題とする。 In view of the above circumstances, the present invention aims to reduce the occurrence of defects in the fire-resistant covering material due to members that are detachably provided in a building fire-resistant structure in which building components are covered with the fire-resistant covering material. To do.

この発明の建物耐火構造は、上記の課題を解決するために、少なくとも一部が耐火被覆材で被覆される建物の第1部材に対して着脱可能に第2部材が取り付けられる建物耐火構造であって、上記第1部材および上記第2部材の各々に設けられている縦板部同士が重ね合わされて固定されることで上記第1部材に上記第2部材が取り付けられ、上記縦板部同士が重ね合わされる箇所の上記耐火被覆材には縦に切込が形成されていることを特徴とする。 In order to solve the above problems, the building fireproof structure of the present invention is a building fireproof structure in which a second member is detachably attached to a first member of a building which is at least partially covered with a fireproof covering material. Then, the vertical plate portions provided on each of the first member and the second member are overlapped and fixed to each other so that the second member is attached to the first member, and the vertical plate portions are attached to each other. A vertical cut is formed in the refractory coating material at the overlapping position.

上記の構成においては、上記縦板部同士の重ね合わせの箇所の水平方向厚さは、2枚の板厚を加算した厚さに過ぎず比較的薄くできるので、上記耐火被覆材に形成された上記切込を広げることによって、上記耐火被覆材に欠損を生じることなく、上記縦板部同士が重ね合わされる箇所の耐火被覆を行うことができる。そして、上記第2部材を取り外すときには、上記切込から工具を差し込んで上記縦板部同士の固定の状態を解くことができる。上記第2部材を取り外すと、上記縦板部同士の重ね合わせが無くなり、上記切込内では上記第1部材の縦板部との間に隙間が生じるが、上記切込の周囲の耐火被覆材を寄せて上記隙間を閉じることが可能である。よって、上記の着脱可能に設けられる第2部材によって上記耐火被覆材に欠損が生じるのを低減することができる。 In the above structure, the horizontal thickness of the overlapping portion of the vertical plate portions is only the sum of the thicknesses of the two plates and can be made relatively thin, so that the fire-resistant coating material is formed. By widening the cut, it is possible to perform the fireproof coating on the portion where the vertical plate portions are overlapped with each other, without causing a defect in the fireproof coating material. Then, when removing the second member, a tool can be inserted from the notch to release the fixed state between the vertical plate portions. When the second member is removed, the vertical plate portions do not overlap each other, and a gap is formed between the vertical plate portion of the first member in the cut, but the fireproof covering material around the cut is formed. It is possible to close the gap by pulling. Therefore, it is possible to reduce the occurrence of defects in the refractory covering material due to the detachably provided second member.

上記の建物耐火構造において、建物吹抜部の周囲部を形成し耐火被覆材が被覆される鉄骨梁に上記第1部材が固定されており、この第1部材に取り付けられる上記第2部材としての作業床受け部材によって、上記建物吹抜部に作業床が仮設される構造としてもよい。これによれば、上記作業床受け部材を上記1部材に取り付ける際或いは上記作業床受け部材を上記1部材から取り外す際に、上記鉄骨梁を被覆する耐火被覆材に欠損が生じるのを低減することができる。 In the above-mentioned building fireproof structure, the first member is fixed to a steel frame beam that forms a peripheral portion of a building blowout part and is covered with a fireproof covering material, and work as the second member attached to the first member A work floor may be temporarily installed in the building blow-out portion by the floor receiving member. According to this, when the work floor receiving member is attached to the one member or when the work floor receiving member is removed from the one member, it is possible to reduce the occurrence of defects in the fireproof coating material that covers the steel beam. You can

上記第1部材として上記鉄骨梁の上部に固定される梁上固定部材が設けられており、この梁上固定部材は、その縦板部の上部に支持板部が固定された構造を有しており、上記支持板部の下面側に耐火被覆材が設けられ、上面側に下地板が設けられていてもよい。上記梁上固定部材の支持板部により、この下側と上記鉄骨梁の上部側との間に、耐火被覆材が入れられる空間が形成される。 As the first member, an on-beam fixing member fixed to the upper part of the steel beam is provided, and the on-beam fixing member has a structure in which a supporting plate part is fixed to an upper part of a vertical plate part thereof. Therefore, a fireproof coating material may be provided on the lower surface side of the support plate portion and a base plate may be provided on the upper surface side. The support plate portion of the above-mentioned beam fixing member forms a space between the lower side and the upper side of the steel frame beam in which the fireproof coating material is put.

上記作業床受け部材は、その縦板部に上記作業床を受ける支持板部が固定された構造を有しており、上記支持板部には上記作業床の立面部が当たる立ち上げ部が形成されていてもよい。これによれば、上記作業床の横ずれを生じ難くすることができる。 The working floor receiving member has a structure in which a supporting plate portion for receiving the working floor is fixed to a vertical plate portion thereof, and the supporting plate portion has a rising portion against which an upright surface portion of the working floor abuts. It may be formed. According to this, it is possible to make it difficult for the work floor to be laterally displaced.

上記作業床と上記鉄骨梁との間には、上記耐火被覆材が差し込める隙間が形成されていてもよい。これによれば、上記作業床の設置後でも上記耐火被覆材を上記鉄骨梁に巻き付けることができる。 A gap into which the refractory coating material can be inserted may be formed between the work floor and the steel beam. According to this, the fireproof coating material can be wound around the steel beam even after the working floor is installed.

また、この発明の建物吹抜部の作業床設置工法は、上記建物耐火構造を用いた建物吹抜部の作業床設置工法であって、上記梁上固定部材を上記鉄骨梁に固定する過程と、上記梁上固定部材に上記作業床受け部材を取り付けて上記作業床を仮設する過程と、上記耐火被覆材を鉄骨梁に被覆する過程と、上記作業床を用いた作業の終了後に上記作業床および上記作業床受け部材を取り外す過程と、を含むことを特徴とする。 Further, the work floor installation method of the building blow-out part of the present invention is a work floor installation method of the building blow-out part using the building fireproof structure, the process of fixing the above-beam fixing member to the steel beam, A process of temporarily installing the work floor by attaching the work floor receiving member to the beam fixing member, a process of coating the steel frame beam with the fire resistant coating material, and the work floor and the above after the work using the work floor is completed. And a step of removing the work floor receiving member.

本発明であれば、建物の構成要素が耐火被覆材で被覆される建物耐火構造において、着脱可能に設けられる部材によって上記耐火被覆材に欠損が生じるのを低減できるという効果を奏する。 Advantageous Effects of Invention According to the present invention, in a building fireproof structure in which building components are covered with a fireproof covering material, it is possible to reduce damage to the fireproof covering material due to a member that is detachably provided.

同図(A)は本発明の実施形態に係る建物耐火構造である建物吹抜部の作業床設置構造を示した概略の斜視図であり、同図(B)は作業床設置に用いる梁上固定部材を示した概略の斜視図である。FIG. 1A is a schematic perspective view showing a work floor installation structure of a building blow-out part which is a building fireproof structure according to the embodiment of the present invention, and FIG. 1B is a beam top fixing used for the work floor installation. It is a schematic perspective view which showed the member. 同図(A)は図1の作業床設置構造を示した概略の説明図であり、同図(B)は耐火被覆材の切込を示した説明図である。FIG. 1A is a schematic explanatory view showing the work floor installation structure of FIG. 1, and FIG. 1B is an explanatory view showing a cut of the fireproof coating material. 本発明の他の実施形態に係る建物耐火構造である建物吹抜部の作業床設置構造を示した概略の説明図である。It is an explanatory view of the outline showing a work floor installation structure of a building blow-out part which is a building fireproof structure concerning other embodiments of the present invention.

以下、この発明の実施の形態を添付図面に基づいて説明する。
この実施形態にかかる建物耐火構造は、少なくとも一部が耐火被覆材で被覆される建物の第1部材に対して着脱可能に第2部材が取り付けられる建物耐火構造であって、上記第1部材および上記第2部材の各々に設けられている縦板部同士が重ね合わされて固定されることで上記第1部材に上記第2部材が取り付けられる。
Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.
The building fire-resistant structure according to this embodiment is a building fire-resistant structure in which a second member is detachably attached to a first member of a building at least a part of which is covered with a fire-resistant covering material. The second member is attached to the first member by stacking and fixing the vertical plate portions provided on each of the second members.

例えば、図1(A)および図1(B)に示すように、建物100の上階部には、建物吹抜部100aの周囲部を形成する鉄骨梁1が設けられている。この鉄骨梁1は、例えば、H形鋼からなり、その上フランジの上面であって、当該上フランジの幅方向中心より一方の片側(部屋側)には、ALC(Autoclaved Lightweight aerated Concrete)床板2が設けられる。 For example, as shown in FIGS. 1(A) and 1(B), a steel beam 1 that forms a peripheral portion of the building blow-out portion 100a is provided on the upper floor of the building 100. The steel frame beam 1 is made of, for example, H-shaped steel, and on one side (room side) of the upper flange of the upper flange and one side (room side) from the center of the upper flange in the width direction, an ALC (Autoclaved Lightweight aerated Concrete) floor plate 2 is provided. Is provided.

また、図2(A)に示すように、上記ALC床板2には鉛直方向に貫通孔が形成されており、この貫通孔に上側から挿通された床板固定具3によって、上記ALC床板2の端部が上記鉄骨梁1の上フランジに固定される。上記床板固定具3の下端には、L字状に開くフック部3aが設けられており、上側から落とし込んでボルト部3bを回すことで、上記フック部3aを上記鉄骨梁1の上フランジの下面に圧接させることができる。 Further, as shown in FIG. 2(A), a through hole is formed in the ALC floor plate 2 in the vertical direction, and the end of the ALC floor plate 2 is fixed by the floor plate fixture 3 inserted into the through hole from above. The part is fixed to the upper flange of the steel beam 1. At the lower end of the floor plate fixture 3, a hook portion 3a that opens in an L shape is provided. By dropping the hook portion 3a from the upper side and turning the bolt portion 3b, the hook portion 3a is placed on the lower surface of the upper flange of the steel beam 1. Can be pressed against.

上記鉄骨梁1の外周には、耐火被覆材4が被覆される。この耐火被覆材4は、例えば、耐熱ロックウールからなる柔軟性を有する巻き付け可能な耐火材であり、一端側は、上記ALC床板2の端側の裏面に当てられ、他端側は上記鉄骨梁1の上フランジの幅方向中心より他方の片側(建物吹抜部側)に載せられている。また、上記鉄骨梁1の上フランジの幅方向中心より他方の片側には、上記第1部材として梁上固定部材5が設けられている。上記梁上固定部材5が設けられる上記鉄骨梁1の上フランジ上に壁または床を形成することができる。 The outer periphery of the steel beam 1 is coated with a fireproof coating material 4. The fireproof coating material 4 is, for example, a flexible wrappable fireproof material made of heat-resistant rock wool, one end side of which is applied to the back surface of the ALC floorboard 2 at the end side, and the other end side thereof is the steel frame beam. It is placed on the other side (building blow-out side) from the center of the upper flange in the width direction. A beam fixing member 5 is provided as the first member on the other side of the widthwise center of the upper flange of the steel beam 1. A wall or floor may be formed on the upper flange of the steel beam 1 on which the on-beam fixing member 5 is provided.

上記梁上固定部材5は、図1(B)に示したように、上記鉄骨梁1の上フランジの上面に締結部材(ボルト・ナット等)11によって固定される固定部51と、この固定部51の上面に溶接等により固定された縦板部52と、この縦板部52の上端部に溶接等により固定された支持板部53、54とを有する。上記固定部51には、上記締結部材11が挿通される挿通孔が、上記鉄骨梁1の長手方向に沿って2箇所形成されており、上記鉄骨梁1の上フランジにも上記2箇所の挿通孔と同間隔で挿通孔が形成されている。上記上フランジに形成される各固定部51用の2箇所の挿通孔は、他の箇所で用いる図示しない床下地金物を固定するための挿通孔と同じように形成することができる。また、上記縦板部52は、上記2箇所の挿通孔の間の位置において上記鉄骨梁1の長手方向に直交するように立てて設けられており、また、鉤形状を有し、上記上フランジの外側で下方に垂下している。この垂下部分には、水平方向に貫通された2個の貫通孔52aが上下方向に離間して形成されている。また、上記支持板部53、54は、上記縦板部52の上縁に水平に固定されており、これら支持板部53、54によってALC等からなる耐火板21(下地板)を支持することができ、また、その下側と上記上フランジとの間に、耐火被覆材4が入れられる空間が形成される。なお、下地板としては、耐火板21に限らず、合板等を設けることもできる。上記梁上固定部材5における上記支持板部53、54の上面以外は、上記耐火被覆材4で覆われる。上記耐火被覆材4においては、その厚さが、上記上フランジの上面から上記支持板部53、54の下面までの高さに略等しいものとなっているが、上記上フランジの上面から上記支持板部53、54の下面までの高さより薄いものを用いる場合には、上記支持板部53、54の下面側に別の耐火被覆材を設けることができる。 As shown in FIG. 1(B), the above-beam fixing member 5 includes a fixing portion 51 fixed to the upper surface of the upper flange of the steel beam 1 by a fastening member (bolts, nuts, etc.) 11, and this fixing portion. A vertical plate portion 52 fixed to the upper surface of 51 by welding or the like, and support plate portions 53 and 54 fixed to the upper end of the vertical plate portion 52 by welding or the like. The fixing portion 51 has two insertion holes through which the fastening member 11 is inserted, along the longitudinal direction of the steel beam 1, and the upper flange of the steel beam 1 also has the two insertion holes. Insertion holes are formed at the same intervals as the holes. The two insertion holes for each fixing portion 51 formed on the upper flange can be formed in the same manner as the insertion holes for fixing a floor base metal member (not shown) used at other positions. Further, the vertical plate portion 52 is provided upright so as to be orthogonal to the longitudinal direction of the steel beam 1 at a position between the two insertion holes, and has a hook shape, and has the upper flange. It hangs downward on the outside of. Two penetrating holes 52a penetrating in the horizontal direction are formed in the hanging portion so as to be vertically separated from each other. The support plate portions 53 and 54 are horizontally fixed to the upper edge of the vertical plate portion 52, and the support plate portions 53 and 54 support the fireproof plate 21 (base plate) made of ALC or the like. In addition, a space in which the refractory coating material 4 is put is formed between the lower side and the upper flange. The base plate is not limited to the refractory plate 21, but plywood or the like may be provided. Except for the upper surfaces of the support plate portions 53, 54 of the beam fixing member 5, the refractory coating material 4 is covered. The thickness of the fire-resistant coating material 4 is substantially equal to the height from the upper surface of the upper flange to the lower surfaces of the support plate portions 53 and 54, but When using a plate having a thickness lower than the lower surface of the plate portions 53 and 54, another refractory coating material can be provided on the lower surface side of the support plate portions 53 and 54.

上記梁上固定部材5には、上記第2部材としての作業床受け部材6が取り外し可能に設けられる。この作業床受け部材6は、縦板部61と、この縦板部61に溶接等により固定された支持板部62とを備える。上記縦板部61は、上記鉄骨梁1の長手方向に直交するように立てて取り付けられるものであり、また、この縦板部61には、水平方向に貫通された2個の貫通孔61aが上下方向に離間し上記貫通孔52aの間隔と同間隔で形成されている。上記縦板部61と上記縦板部52とを重ね合わせた状態で、上記貫通孔61aと上記貫通孔52aとに締結部材(ボルト・ナット等)を設けて締め付けることにより、上記梁上固定部材5に上記作業床受け部材6を取り付けることができる。上記縦板部61と上記縦板部52との重ね合わせの箇所は、一部において上記締結部材の水平方向長さによる凸部が形成されるものの、全体としてはこれら2枚の縦板部61、52の板厚を加算した厚さに過ぎないので、比較的薄いものとなる。 A work floor receiving member 6 as the second member is detachably provided on the beam fixing member 5. The work floor receiving member 6 includes a vertical plate portion 61 and a support plate portion 62 fixed to the vertical plate portion 61 by welding or the like. The vertical plate portion 61 is mounted upright so as to be orthogonal to the longitudinal direction of the steel beam 1, and the vertical plate portion 61 has two through holes 61a penetrating in the horizontal direction. The holes are spaced apart in the vertical direction and are formed at the same intervals as the through holes 52a. In the state where the vertical plate portion 61 and the vertical plate portion 52 are overlapped with each other, a fastening member (bolt, nut, etc.) is provided in the through hole 61a and the through hole 52a, and the through hole 61a is fastened to the above-mentioned beam fixing member. The work floor receiving member 6 can be attached to the unit 5. Although the vertical plate portion 61 and the vertical plate portion 52 are overlapped with each other at a part thereof, a convex portion due to the horizontal length of the fastening member is formed, but as a whole, these two vertical plate portions 61 are formed. , 52 is only the sum of the plate thicknesses of 52 and 52, and is relatively thin.

上記作業床受け部材6の支持板部62は、上記縦板部61の上記建物吹抜部100aの側に張り出した箇所上で当該縦板部61に直交して水平に設けられており、この支持板部62上に作業床7を置くことができるようになっている。上記縦板部61の上記張り出し箇所の高さ位置は、上記上フランジの高さ位置と略同じとされている。また、上記支持板部62における上記鉄骨梁1の側には、上記作業床7の立面部(側面等)が当たる立ち上げ部62aが形成されている。上記立ち上げ部62aと上記鉄骨梁1の上フランジの縁との間には、上記耐火被覆材4が差し込める程度の隙間が形成される。また、上記作業床7は、枠部7aと、この枠部7aにヒンジによって開閉自在に設けられた蓋部7bとからなり、作業中において必要に応じて、上記蓋部7bを開閉することができる。 The support plate portion 62 of the work floor receiving member 6 is provided horizontally on the portion of the vertical plate portion 61 projecting to the side of the building blow-out portion 100a, orthogonal to the vertical plate portion 61, and horizontally. The work floor 7 can be placed on the plate portion 62. The height position of the protruding portion of the vertical plate portion 61 is substantially the same as the height position of the upper flange. Further, on the side of the steel frame beam 1 in the support plate portion 62, a rising portion 62a against which an elevation surface portion (side surface or the like) of the work floor 7 abuts is formed. A gap is formed between the rising portion 62a and the edge of the upper flange of the steel beam 1 so that the refractory coating material 4 can be inserted. The work floor 7 is composed of a frame portion 7a and a lid portion 7b provided on the frame portion 7a so as to be openable and closable by a hinge, and the lid portion 7b can be opened and closed as needed during work. it can.

この実施形態では、上記作業床7を仮設した後に、上記鉄骨梁1に上記耐火被覆材4を巻き付ける作業を行う。すなわち、この例においては、上記鉄骨梁1に上記梁上固定部材5及び上記作業床受け部材6を取り付け、上記作業床7を仮設した状態で、上記鉄骨梁1に上記耐火被覆材4を巻き付けることができる。この耐火被覆材4の巻き付けにおいては、図2(B)に示すように、上記縦板部52と上記縦板部61の重ね合わせ箇所に位置する上記耐火被覆材4の部分に縦に切込4aを形成しておく。そして、この切込4aによって上記重ね合わせ部分を避けながら、上記耐火被覆材4の端側を上記鉄骨梁1の上フランジの幅方向中心より他方の片側(建物吹抜部側)に載せる。 In this embodiment, after the work floor 7 is temporarily installed, the work of winding the fireproof coating material 4 around the steel beam 1 is performed. That is, in this example, the above-mentioned beam fixing member 5 and the above-mentioned work floor receiving member 6 are attached to the above-mentioned steel beam 1, and the above-mentioned fire-resistant coating material 4 is wound around the above-mentioned steel beam 1 in the state where the above-mentioned work floor 7 is temporarily installed. be able to. In winding the fireproof covering material 4, as shown in FIG. 2(B), a vertical cut is made in the portion of the fireproof covering material 4 located at the overlapping position of the vertical plate portion 52 and the vertical plate portion 61. 4a is formed. Then, while avoiding the overlapping portion by the notch 4a, the end side of the fireproof covering 4 is placed on the other side (the building blowout side) from the center of the upper flange of the steel beam 1 in the width direction.

上記耐火被覆材4の巻き付け作業および他の作業が完了して上記作業床7を取り外すときには、上記作業床受け部材6も取り外して回収する。 When the work for winding the fireproof covering 4 and other work are completed and the work floor 7 is removed, the work floor receiving member 6 is also removed and collected.

上記の構成において、上記梁上固定部材5(第1部材)と上記作業床受け部材6(第2部材)との縦板部52、61同士の重ね合わせの箇所の水平方向厚さは、上記したように、一部において上記締結部材の水平方向長さによる凸部が形成されるものの、全体としては2枚の板厚を加算した厚さに過ぎず比較的薄くなる。よって、上記耐火被覆材4に形成された上記切込4aを広げることにより、上記耐火被覆材4に欠損を生じることなく、上記縦板部52、61同士が重ね合わされる箇所の耐火被覆を行うことができる。そして、上記作業床受け部材6を取り外すときには、上記切込4aから工具(スパナ等)を差し込んで上記縦板部52、61同士の固定の状態を解くことができる。上記作業床受け部材6を取り外すと、上記縦板部52、61同士の重ね合わせが無くなり、上記切込4a内では上記梁上固定部材5の縦板部52との間に隙間が生じるが、上記切込4aの周囲の耐火被覆材4を寄せて上記隙間を閉じることが可能である。 In the above-mentioned configuration, the horizontal thickness of the overlapping portion of the vertical plate portions 52 and 61 of the beam fixing member 5 (first member) and the work floor receiving member 6 (second member) is the above. As described above, although the convex portion formed by the horizontal length of the fastening member is formed in part, the overall thickness is merely the sum of the two plate thicknesses and is relatively thin. Therefore, by expanding the notch 4a formed in the fireproof coating material 4, the fireproof coating is applied to a portion where the vertical plate portions 52 and 61 are overlapped with each other without causing a defect in the fireproof coating material 4. be able to. Then, when the work floor receiving member 6 is removed, a tool (spanner or the like) is inserted from the notch 4a to release the fixed state between the vertical plate portions 52 and 61. When the work floor receiving member 6 is removed, the vertical plate portions 52 and 61 are not overlapped with each other, and a gap is generated between the vertical plate portion 52 of the beam fixing member 5 in the cut 4a. It is possible to bring the fireproof coating material 4 around the notch 4a close to close the gap.

上記梁上固定部材5が、上記縦板部52の上部に支持板部53、54が固定された構造を有し、上記支持板部53、54の下面側に耐火被覆材4が設けられ、上面側に耐火板21が設けられていると、上記梁上固定部材5の支持板部53、54の上面側(床或いは壁)の耐火を図ることができる。 The on-beam fixing member 5 has a structure in which support plate portions 53 and 54 are fixed to the upper portion of the vertical plate portion 52, and the fireproof coating material 4 is provided on the lower surface side of the support plate portions 53 and 54. When the fireproof plate 21 is provided on the upper surface side, the fireproofing of the upper surface side (floor or wall) of the support plate portions 53 and 54 of the beam fixing member 5 can be achieved.

上記作業床受け部材6の上記支持板部62に上記作業床7が当たる立ち上げ部62aが形成されていると、上記作業床7の横ずれを生じ難くすることができる。 When the support plate portion 62 of the work floor receiving member 6 is formed with the rising portion 62a against which the work floor 7 abuts, it is possible to prevent the work floor 7 from laterally shifting.

上記作業床7と上記鉄骨梁1との間に上記耐火被覆材4が差し込める隙間が形成されていると、上記作業床7の設置後でも上記耐火被覆材4を上記鉄骨梁1に巻き付けることができる。 If a gap into which the refractory covering 4 can be inserted is formed between the working floor 7 and the steel beam 1, the refractory covering 4 can be wound around the steel beam 1 even after the working floor 7 is installed. You can

また、この発明の建物吹抜部の作業床設置工法は、上記の建物耐火構造を用いた建物吹抜部の作業床設置工法であって、上記梁上固定部材5を上記鉄骨梁1に固定する過程と、上記梁上固定部材5に上記作業床受け部材6を取り付けて上記作業床7を仮設する過程と、上記耐火被覆材4を鉄骨梁1に被覆する過程と、上記作業床7を用いた作業の終了後に上記作業床7および上記作業床受け部材6を取り外す過程と、を含む。よって、上記作業床7の仮設することにおいて、上記鉄骨梁1を被覆する耐火被覆材4に欠損が生じるのを低減することができる。なお、上記梁上固定部材5が取り付けられた上記鉄骨梁1に上記切込4aを形成した上記耐火被覆材4を被覆した後に、上記切込4aから上記作業床受け部材6の縦板部61を入れて締結部材によって上記梁上固定部材5に上記作業床受け部材6を取り付けるようにしてもよいものである。 Further, the work floor installation method of the building blow-out part of the present invention is the work floor installation method of the building blow-out part using the building fireproof structure, in which the above-beam fixing member 5 is fixed to the steel beam 1. And a step of temporarily installing the work floor 7 by attaching the work floor receiving member 6 to the beam upper fixing member 5, a step of coating the steel frame beam 1 with the fireproof coating material 4, and the work floor 7. A step of removing the work floor 7 and the work floor receiving member 6 after completion of the work. Therefore, when the work floor 7 is temporarily installed, it is possible to reduce the occurrence of defects in the fireproof coating material 4 that covers the steel beam 1. It should be noted that, after the steel frame beam 1 to which the above-beam fixing member 5 is attached is coated with the above-mentioned fireproof coating material 4 in which the notch 4a is formed, the vertical plate portion 61 of the working floor receiving member 6 is provided from the notch 4a. Alternatively, the work floor receiving member 6 may be attached to the above-beam fixing member 5 by a fastening member.

図3は、第1部材として梁上固定部材5Aを用い、第2部材として作業床受け部材6Aを用いた建物耐火構造を示している。上記梁上固定部材5Aの縦板部52として鉤形状板を用いずに長方形形板を用いており、また、1箇所に貫通孔52aを有している。また、上記作業床受け部材6Aにも、貫通孔61aが1箇所形成されている。そして、上記作業床受け部材6Aの縦板部61の上記鉄骨梁1側の部位には、上記固定部51の上面にかかる入角部61bが形成されている。この入角部61bの鉛直縁を上記鉄骨梁1の上フランジの縁に当接させた状態で上記1箇所の貫通孔52aと貫通孔61aとが重なり、当該貫通孔に締結部材を設けて締結することで、上記梁上固定部材5Aに上記作業床受け部材6Aが取り付けられる。 FIG. 3 shows a building fireproof structure in which the on-beam fixing member 5A is used as the first member and the work floor receiving member 6A is used as the second member. As the vertical plate portion 52 of the above-mentioned beam fixing member 5A, a rectangular plate is used without using a hook-shaped plate, and a through hole 52a is provided at one location. Further, the work floor receiving member 6A also has one through hole 61a formed therein. A corner portion 61b is formed on the upper surface of the fixing portion 51 at a portion of the vertical plate portion 61 of the work floor receiving member 6A on the steel beam 1 side. The through hole 52a at one location and the through hole 61a overlap with each other in a state where the vertical edge of the corner portion 61b is brought into contact with the edge of the upper flange of the steel frame beam 1, and a fastening member is provided in the through hole for fastening. By doing so, the work floor receiving member 6A is attached to the beam fixing member 5A.

以上、図面を参照してこの発明の実施形態を説明したが、この発明は、図示した実施形態のものに限定されない。図示した実施形態に対して、この発明と同一の範囲内において、あるいは均等の範囲内において、種々の修正や変形を加えることが可能である。 Although the embodiment of the present invention has been described with reference to the drawings, the present invention is not limited to the illustrated embodiment. Various modifications and variations can be made to the illustrated embodiment within the same range as the present invention or within an equivalent range.

1 :鉄骨梁
2 :ALC床板
3 :床板固定具
4 :耐火被覆材
4a :切込
5 :梁上固定部材
5A :梁上固定部材
6 :作業床受け部材
6A :作業床受け部材
7 :作業床
11 :締結部材
21 :耐火板(下地板)
51 :固定部
52 :縦板部
52a :貫通孔
53 :支持板部
54 :支持板部
61 :縦板部
61a :貫通孔
62 :支持板部
62a :立ち上げ部
63 :当接水平板部
100 :建物
100a :建物吹抜部
1 :Steel beam 2 :ALC floor plate 3 :Floor plate fixture 4 :Fireproof coating 4a :Incision 5 :Beam fixing member 5A :Beam fixing member 6 :Work floor receiving member 6A :Work floor receiving member 7 :Work floor 11: Fastening member 21: Fireproof plate (base plate)
51: fixed part 52: vertical plate part 52a: through hole 53: support plate part 54: support plate part 61: vertical plate part 61a: through hole 62: support plate part 62a: rising part 63: contact horizontal plate part 100 : Building 100a: Building open-air part

Claims (6)

少なくとも一部が耐火被覆材で被覆される建物の第1部材に対して着脱可能に第2部材が取り付けられる建物耐火構造であって、上記第1部材および上記第2部材の各々に設けられている縦板部同士が重ね合わされて固定されることで上記第1部材に上記第2部材が取り付けられ、上記縦板部同士が重ね合わされる箇所の上記耐火被覆材には縦に切込が形成されていることを特徴とする建物耐火構造。 A building fireproof structure in which a second member is detachably attached to a first member of a building, at least a part of which is covered with a fireproof covering material, and which is provided in each of the first member and the second member. The vertical plate portions are overlapped and fixed to each other so that the second member is attached to the first member, and a vertical cut is formed in the fireproof coating material at a position where the vertical plate portions are overlapped with each other. Building fireproof structure characterized by being. 請求項1に記載の建物耐火構造において、建物吹抜部の周囲部を形成し耐火被覆材が被覆される鉄骨梁に上記第1部材が固定されており、この第1部材に取り付けられる上記第2部材としての作業床受け部材によって、上記建物吹抜部に作業床が仮設されることを特徴とする建物耐火構造。 The fireproof structure for a building according to claim 1, wherein the first member is fixed to a steel frame beam that forms a peripheral portion of the building blowout portion and is covered with a fireproof covering material, and the second member is attached to the first member. A fire resistant structure for a building, wherein a work floor is temporarily installed in the above-mentioned blow-out part of the building by a work floor receiving member as a member. 請求項2に記載の建物耐火構造において、上記第1部材として上記鉄骨梁の上部に固定される梁上固定部材が設けられており、この梁上固定部材は、その縦板部の上部に支持板部が固定された構造を有しており、上記支持板部の下面側に耐火被覆材が設けられ、上面側に下地板が設けられることを特徴とする建物耐火構造。 The building fireproof structure according to claim 2, wherein a beam upper fixing member fixed to an upper portion of the steel beam is provided as the first member, and the beam upper fixing member is supported on an upper portion of a vertical plate portion thereof. A building fireproof structure having a structure in which a plate portion is fixed, a fireproof coating material is provided on a lower surface side of the support plate portion, and a base plate is provided on an upper surface side. 請求項2または請求項3に記載の建物耐火構造において、上記作業床受け部材は、その縦板部に上記作業床を受ける支持板部が固定された構造を有しており、上記支持板部には上記作業床の立面部が当たる立ち上げ部が形成されていることを特徴とする建物耐火構造。 The building fireproof structure according to claim 2 or 3, wherein the work floor receiving member has a structure in which a support plate portion for receiving the work floor is fixed to a vertical plate portion thereof. A fireproof structure for a building, characterized in that a rising part is formed on the rising part of the working floor. 請求項2〜請求項4のいずれか1項に記載の建物耐火構造において、上記作業床と上記鉄骨梁との間には、上記耐火被覆材が差し込める隙間が形成されることを特徴とする建物耐火構造。 The building fireproof structure according to any one of claims 2 to 4, wherein a gap into which the fireproof coating material can be inserted is formed between the work floor and the steel beam. Building fireproof structure. 請求項〜請求項5のいずれか1項に記載の建物耐火構造を用いた建物吹抜部の作業床設置工法であって、上記第1部材を上記鉄骨梁に固定する過程と、上記第1部材に上記作業床受け部材を取り付けて上記作業床を仮設する過程と、上記耐火被覆材を鉄骨梁に被覆する過程と、上記作業床を用いた作業の終了後に上記作業床および上記作業床受け部材を取り外す過程と、を含むことを特徴とする建物吹抜部の作業床設置工法。 A work floor installation method for a building blow-out part using the building fireproof structure according to any one of claims 2 to 5, wherein a step of fixing the first member to the steel beam and the first step. A step of temporarily installing the work floor by attaching the work floor receiving member to a member, a step of coating the steel frame beam with the fireproof coating material, and the work floor and the work floor support after the work using the work floor is completed. A work floor installation method for a building blow-out part, which includes a process of removing members.
JP2016055653A 2016-03-18 2016-03-18 Construction method for work floors in building fireproof structures and blowout areas Active JP6734086B2 (en)

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