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JP2018012953A - How to install equipment - Google Patents

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JP2018012953A
JP2018012953A JP2016142306A JP2016142306A JP2018012953A JP 2018012953 A JP2018012953 A JP 2018012953A JP 2016142306 A JP2016142306 A JP 2016142306A JP 2016142306 A JP2016142306 A JP 2016142306A JP 2018012953 A JP2018012953 A JP 2018012953A
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fireproof coating
hole
coating
equipment material
fireproof
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JP6756176B2 (en
Inventor
博則 丹羽
Hironori Niwa
博則 丹羽
紘史 瀬川
Hiroshi Segawa
紘史 瀬川
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Obayashi Corp
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Obayashi Corp
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Abstract

【課題】設備材の大きさの向上を図る。
【解決手段】耐火被覆が施される構造部材の貫通孔に設備材を設置する設備材の設置方法であって、貫通孔の貫通方向の一方側から構造部材に耐火被覆を吹付け施工する第一耐火被覆施工工程と、第一耐火被覆施工工程によって貫通孔の小口面に形成された耐火被覆を撤去する撤去工程と、貫通方向の他方側から構造部材に耐火被覆を吹付け施工する第二耐火被覆施工工程と、貫通孔に前記設備材を貫通させて設置する設備材設置工程とを有する。
【選択図】図7
[PROBLEMS] To improve the size of equipment.
An installation method of equipment material for installing equipment material in a through hole of a structural member to which a fireproof coating is applied, wherein the fireproof coating is applied to the structural member by spraying from one side in the penetration direction of the through hole. One fireproof coating construction process, a removal process for removing the fireproof coating formed on the small surface of the through hole by the first fireproof coating construction process, and a second that sprays the fireproof coating on the structural member from the other side in the penetration direction It has a fireproof coating construction process and an equipment material installation process for installing the equipment material through the through hole.
[Selection] Figure 7

Description

本発明は、設備材の設置方法に関する。   The present invention relates to an installation method for equipment.

建物等の構造物を構成する構造部材(例えば鉄骨梁)において、設備材(空調用や換気用の配管など)を挿通させるための貫通孔が設けられる場合がある。また、このような構造部材に対して、火災等による昇温(高温)から保護するために、吹付けロックウール等の耐火被覆材を規定の厚さ以上に施工することが法律上義務付けられている。   In a structural member (for example, a steel beam) constituting a structure such as a building, there may be a case where a through-hole for inserting an equipment material (air conditioning or ventilation pipe or the like) is provided. In addition, for such structural members, in order to protect against temperature rise (high temperature) due to fire, etc., it is legally obliged to install fireproof covering materials such as spray rock wool over the specified thickness. Yes.

特開2007−198029号公報JP 2007-198029 A

貫通孔が形成された構造部材に耐火被覆を施す場合、貫通孔の小口面にも他の部位と同じ厚さの耐火被覆を形成すると、貫通孔の実質的な有効径が小さくなり、貫通可能な設備材の径が制限されてしまう。一方、貫通孔の径を大きくすると、断面欠損による構造性能の低下が大きくなり、補強材を設けるなどの対策が必要となる。   When fireproof coating is applied to structural members with through-holes, if the fireproof coating with the same thickness as other parts is formed on the small surface of the through-hole, the effective diameter of the through-hole is reduced and penetration is possible. The diameter of the equipment material is limited. On the other hand, when the diameter of the through-hole is increased, the structural performance is greatly deteriorated due to the cross-sectional defect, and measures such as providing a reinforcing material are required.

本発明は、かかる課題に鑑みてなされたものであって、その目的とするところは、貫通孔を大きくすることなく、貫通孔の有効径を拡大し、貫通孔に設置する設備材の大きさの向上を図ることにある。   This invention is made | formed in view of this subject, The place made into the objective enlarges the effective diameter of a through-hole, without enlarging a through-hole, and the magnitude | size of the equipment material installed in a through-hole It is to improve.

かかる目的を達成するため、本発明の設備材の設置方法は、耐火被覆が施される構造部材の貫通孔に設備材を設置する設備材の設置方法であって、前記貫通孔の貫通方向の一方側から前記構造部材に前記耐火被覆を吹付け施工する第一耐火被覆施工工程と、前記第一耐火被覆施工工程によって前記貫通孔の小口面に形成された前記耐火被覆を撤去する撤去工程と、前記貫通方向の他方側から前記構造部材に前記耐火被覆を吹付け施工する第二耐火被覆施工工程と、前記貫通孔に前記設備材を貫通させて設置する設備材設置工程と、を有することを特徴とする。
このような設備材の設置方法によれば、貫通孔の小口面の耐火被覆を薄く形成でき(換言すると貫通孔の有効径を拡大でき)、設備材の大きさの向上を図ることができる。
In order to achieve such an object, the installation method of the equipment material according to the present invention is an installation method of the equipment material in which the equipment material is installed in the through hole of the structural member to which the fireproof coating is applied, in the through direction of the through hole. A first refractory coating construction step for spraying the refractory coating on the structural member from one side; and a removal step for removing the refractory coating formed on the small edge surface of the through-hole by the first fireproof coating construction step. And a second fireproof coating construction process for spraying the fireproof coating on the structural member from the other side in the penetration direction, and a facility material installation process for installing the equipment material through the through hole. It is characterized by.
According to such an installation method of the equipment material, the fireproof coating on the small opening surface of the through hole can be formed thin (in other words, the effective diameter of the through hole can be increased), and the size of the equipment material can be improved.

かかる設備材の設置方法であって、前記設備材設置工程の前に、前記貫通孔の小口面の前記耐火被覆を第一被覆厚とし、前記貫通孔の小口面以外の前記耐火被覆を前記第一被覆厚よりも厚い第二被覆厚として管理する耐火被覆管理工程を有することが望ましい。
このような設備材の設置方法によれば、小口面と小口面以外の部位の耐火被覆厚をそれぞれ確認することができる。
In this installation method of the equipment material, before the equipment material installation step, the fireproof coating on the small surface of the through hole is set to a first coating thickness, and the fireproof coating other than the small surface of the through hole is formed on the first surface. It is desirable to have a refractory coating management process that manages as a second coating thickness that is greater than one coating thickness.
According to the installation method of such an equipment material, the fireproof coating thicknesses of portions other than the facet surface and the facet surface can be respectively confirmed.

また、かかる目的を達成するため、本発明の設備材の設置方法は、耐火被覆が施される構造部材の貫通孔に設備材を設置する設備材の設置方法であって、前記貫通孔の貫通方向の一方側から前記構造部材に前記耐火被覆を吹付け施工する第一耐火被覆施工工程と、前記貫通方向の他方側から前記構造部材に前記耐火被覆を吹付け施工する第二耐火被覆施工工程と、前記貫通孔に前記設備材を貫通させて設置する設備材設置工程と、を有し、前記第一耐火被覆施工工程と前記第二耐火被覆施工工程によって前記貫通孔の小口面に吹付けられる前記耐火被覆の厚さを第一被覆厚とし、前記貫通孔の小口面以外に吹付けられる前記耐火被覆の厚さを前記第一被覆厚よりも厚い第二被覆厚としたことを特徴とする。
このような設備材の設置方法よれば、簡易に貫通孔の小口面の耐火被覆を薄く形成でき、設備材の大きさの向上を図ることができる。
In order to achieve the above object, the installation method of the equipment material of the present invention is an installation method of the equipment material for installing the equipment material in the through hole of the structural member to which the fireproof coating is applied, A first fireproof coating construction step for spraying the fireproof coating on the structural member from one side of the direction, and a second fireproof coating construction step for spraying the fireproof coating on the structural member from the other side of the penetration direction And an equipment material installation process for installing the equipment material through the through-hole, and spraying on the small surface of the through-hole by the first fireproof coating construction process and the second fireproof coating construction process The thickness of the refractory coating is a first coating thickness, and the thickness of the refractory coating sprayed to a portion other than the facet of the through hole is a second coating thickness that is thicker than the first coating thickness. To do.
According to such an installation method of equipment material, the fireproof coating on the small-mouth surface of the through hole can be easily formed thin, and the size of the equipment material can be improved.

かかる設備材の設置方法であって、前記第一被覆厚は、実験により耐火性能が確認された前記構造部材の耐火被覆厚であり、前記第二被覆厚は、法律により定められた前記構造部材の耐火被覆厚であってもよい。
このような設備材の設置方法によれば、耐火性能を確保しつつ第一被覆厚を小さく設定することができる。
In this installation method of equipment, the first coating thickness is the fireproof coating thickness of the structural member whose fireproof performance has been confirmed by experiment, and the second coating thickness is the structural member defined by law. The thickness of the fireproof coating may be.
According to such an installation method for equipment, the first coating thickness can be set small while ensuring fire resistance.

かかる設備材の設置方法であって、前記貫通孔は、円形であり、前記貫通孔の円周の3分割以上の箇所で前記第一被覆厚を管理することが望ましい。
このような設備材の設置方法によれば、第一被覆厚を精度よく管理することができる。
In this installation method of the equipment material, it is preferable that the through hole is circular, and the first coating thickness is managed at a location of three or more divisions of the circumference of the through hole.
According to such an installation method for equipment, the first coating thickness can be managed with high accuracy.

かかる設備材の設置方法であって、前記第一被覆厚の管理には、前記耐火被覆に貫入させて厚さを確認する確認具が用いられ、前記確認具を前記耐火被覆に残置した状態で、前記設備材設置工程を実行することが望ましい。
このような設備材の設置方法によれば、施工完了後も目視にて容易に所定の被覆厚が確保されていることを確認できる。
In this installation method of equipment, the first covering thickness is managed by using a checking tool that penetrates into the fireproof coating to check the thickness, and the checking tool is left in the fireproof coating. It is desirable to execute the equipment material installation step.
According to the installation method of such an equipment material, it can be confirmed that a predetermined coating thickness is easily ensured visually even after the completion of construction.

かかる設備材の設置方法であって、前記第二耐火被覆施工工程の後、前記貫通孔の小口面に形成された前記耐火被覆を鏝押さえ・整形する整形工程を有することが望ましい。
このような設備材の設置方法によれば、小口面の耐火被覆の形状を改善することができる。
It is desirable that the installation method of the equipment material includes a shaping step of pressing and shaping the fireproof coating formed on the small surface of the through hole after the second fireproof coating construction step.
According to such an installation method of equipment materials, the shape of the fireproof coating on the small edge surface can be improved.

本発明によれば、設備材の大きさの向上を図ることが可能である。   According to the present invention, it is possible to improve the size of the equipment material.

本実施形態に用いられている鉄骨梁10の構成を示す正面図である。It is a front view which shows the structure of the steel beam 10 used for this embodiment. 図1のA−A断面図である。It is AA sectional drawing of FIG. 鉄骨梁及び設備材の施工方法の概略フロー図である。It is a schematic flowchart of the construction method of a steel beam and equipment material. 比較例における耐火被覆形成及び設備材の設置方法を示すフロー図である。It is a flowchart which shows the fireproof coating formation and the installation method of an equipment material in a comparative example. 図5A〜図5Eは、比較例における耐火被覆形成及び設備材の設置方法の工程断面図である。FIG. 5A to FIG. 5E are process cross-sectional views of the fireproof coating formation and the installation method of equipment materials in a comparative example. 本実施形態における耐火被覆形成及び設備材の設置方法を示すフロー図である。It is a flowchart which shows the fireproof coating formation in this embodiment, and the installation method of an equipment material. 図7A〜図7Eは、本実施形態における耐火被覆形成及び設備材の設置方法の工程断面図である。FIG. 7A to FIG. 7E are process cross-sectional views of the fireproof coating formation and the installation method of equipment material in the present embodiment.

以下、本発明の一実施形態について図面を参照しつつ説明する。   Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

以下の実施形態では、本発明の設備材の設置方法を、鉄骨構造建物の鉄骨梁(構造部材に相当)に適用した例について説明する。   In the following embodiments, an example in which the installation method for equipment according to the present invention is applied to a steel beam (corresponding to a structural member) of a steel structure building will be described.

===実施形態===
<<鉄骨梁の構成について>>
図1は、本実施形態に用いられている鉄骨梁10の構成を示す正面図である。図2は、図1のA−A断面図である。以下の説明においては、鉄骨梁10を図1のように正面から見たときに、上下となる方向を上下方向(鉛直方向)、左右となる方向を長手方向、図1において紙面に対し直交しフランジの幅方向となる方向を単に幅方向として示す。
=== Embodiment ===
<< About the structure of steel beams >>
FIG. 1 is a front view showing a configuration of a steel beam 10 used in the present embodiment. FIG. 2 is a cross-sectional view taken along the line AA of FIG. In the following description, when the steel beam 10 is viewed from the front as shown in FIG. 1, the vertical direction is the vertical direction (vertical direction), the horizontal direction is the longitudinal direction, and in FIG. The direction that becomes the width direction of the flange is simply shown as the width direction.

図1、図2に示すように、本実施形態の鉄骨梁10は、スラブ20の下に設けられており、上下に間隔を隔てるとともに互いに対向する板状の上フランジ12及び下フランジ14と、上フランジ12と下フランジ14とを、幅方向の中央にて上下に繋ぐ板状のウェブ16とが一体をなすH形鋼である。ウェブ16には、空調用または換気用のダクトや配管用のスリーブ管等の設備材を挿通するために、幅方向、すなわちウェブ16の一方側の表面16aから他方側の表面16bまで貫通する貫通孔18が設けられている。つまり、鉄骨梁10における幅方向(ウェブ16の板厚方向)が、貫通孔18の貫通方向に相当する。図に示すように、鉄骨梁10の高さ(所謂梁せい)をHとし、貫通孔18の直径をhとする。   As shown in FIGS. 1 and 2, the steel beam 10 of the present embodiment is provided below the slab 20, and has a plate-like upper flange 12 and a lower flange 14 that are spaced apart from each other and face each other, This is an H-shaped steel in which a plate-like web 16 that connects the upper flange 12 and the lower flange 14 up and down at the center in the width direction is integrated. In order to insert equipment materials such as air conditioning or ventilation ducts and piping sleeve pipes, the web 16 penetrates in the width direction, that is, from the surface 16a on one side of the web 16 to the surface 16b on the other side. A hole 18 is provided. That is, the width direction (the thickness direction of the web 16) in the steel beam 10 corresponds to the penetration direction of the through hole 18. As shown in the figure, the height of the steel beam 10 (the so-called beam) is H, and the diameter of the through hole 18 is h.

<<耐火被覆について>>
上述したような鉄骨梁10において、耐火性能を向上させるため、表面を耐火被覆材(例えば吹付けロックウール)で規定の厚さに被覆することが建築基準法で定められている。例えば、吹付けロックウール(以下、単にロックウールという)の場合には、1時間耐火の場合25mm、2時間耐火の場合45mm、3時間耐火の場合60mmの厚さにて被覆することが規定されている。
<< About fireproof coating >>
In the steel beam 10 as described above, in order to improve the fire resistance, the building standard law stipulates that the surface is covered with a fireproof covering material (for example, spray rock wool) to a specified thickness. For example, in the case of spray rock wool (hereinafter simply referred to as rock wool), it is prescribed that the cover is 25 mm for 1 hour fire resistance, 45 mm for 2 hour fire resistance, and 60 mm for 3 hour fire resistance. ing.

しかしながら、貫通孔18の小口面18aにも上述した厚さの耐火被覆を設けると、貫通孔18の有効径が小さくなってしまう。貫通孔18の径を大きくすると、断面欠損による構造性能の低下が大きくなり、補強材を設けるなどの対策が必要となる。   However, if the fireproof coating having the above-described thickness is provided also on the small face 18a of the through hole 18, the effective diameter of the through hole 18 becomes small. When the diameter of the through-hole 18 is increased, the structural performance is greatly deteriorated due to the cross-sectional defect, and measures such as providing a reinforcing material are required.

そこで、本実施形態では、貫通孔18の小口面18aの耐火被覆の被覆厚(第一被覆厚に相当)を、小口面18a以外の耐火被覆の被覆厚(第二被覆厚に相当)よりも薄く形成するようにしている。これにより、貫通孔18の径を大きくすることなく貫通孔18の有効径を拡大し、貫通孔18に設置する設備材(後述する設備配管40)の大きさの向上を図っている。   Therefore, in the present embodiment, the coating thickness (corresponding to the first coating thickness) of the fireproof coating on the small face 18a of the through hole 18 is set to be larger than the coating thickness (corresponding to the second coating thickness) of the fireproof coating other than the small face 18a. It is designed to be thin. Thereby, the effective diameter of the through-hole 18 is expanded without increasing the diameter of the through-hole 18, and the size of the equipment material (equipment piping 40 described later) installed in the through-hole 18 is improved.

<<施工方法について>>
図3は、鉄骨梁及び設備材の施工方法の概略フロー図である。
<< About construction method >>
FIG. 3 is a schematic flow diagram of a method for constructing steel beams and equipment materials.

まず、図1、図2に示したような貫通孔18を有する鉄骨梁10を工場にて製作する(S10)。そして、製作した鉄骨梁10を建設現場へ運搬し(S20)、建設現場にて鉄骨梁10を柱等とともに建て方を行なう(S30)。その後、図1、図2のように鉄骨梁10の上にスラブ20を設ける。   First, the steel beam 10 having the through hole 18 as shown in FIGS. 1 and 2 is manufactured at a factory (S10). Then, the manufactured steel beam 10 is transported to the construction site (S20), and the steel beam 10 is built together with a pillar or the like at the construction site (S30). Then, the slab 20 is provided on the steel beam 10 like FIG. 1, FIG.

その後、鉄骨梁10の表面にロックウールなどの耐火被覆材(後述する耐火被覆30)を形成し、貫通孔18に設備材(後述する設備配管40)を設置する(S40)。   Thereafter, a fireproof coating material (fireproof coating 30 to be described later) such as rock wool is formed on the surface of the steel beam 10, and equipment material (equipment piping 40 to be described later) is installed in the through hole 18 (S40).

<耐火被覆形成及び設備材の設置について>
(比較例)
図4は、比較例における耐火被覆形成及び設備材の設置方法を示すフロー図であり、図5A〜図5Eは、比較例における耐火被覆形成及び設備材の設置方法の工程断面図である。なお、図5A〜図5Eにおいて左側の図は幅方向に沿った断面図であり、右側の図は長手方向に沿った断面図(鉄骨梁10の幅方向の中心位置の断面)である。
<Fireproof coating formation and installation of equipment>
(Comparative example)
FIG. 4 is a flowchart showing a fireproof coating formation and installation method of equipment material in a comparative example, and FIGS. 5A to 5E are process cross-sectional views of the fireproof coating formation and equipment material installation method in a comparative example. 5A to 5E, the left side is a cross-sectional view along the width direction, and the right side is a cross-sectional view along the longitudinal direction (a cross section at the center position in the width direction of the steel beam 10).

まず、図5Aのように設けられた鉄骨梁10に、幅方向の一方側(ウェブ16の表面16a側)から耐火被覆30(ロックウール)を吹付け施工する(図4:S401)。これにより、図5Bに示すように、鉄骨梁10の表面16a側(幅方向の一方側)に、耐火被覆30が形成される。なお、ここでは、耐火被覆30を1時間耐火の25mmの被覆厚で形成することとする。   First, fireproof coating 30 (rock wool) is sprayed from one side in the width direction (the surface 16a side of the web 16) to the steel beam 10 provided as shown in FIG. 5A (FIG. 4: S401). Thereby, as shown in FIG. 5B, the fireproof coating 30 is formed on the surface 16a side (one side in the width direction) of the steel beam 10. Here, the fireproof coating 30 is formed with a coating thickness of 25 mm that is fireproof for 1 hour.

次に、幅方向の他方側(ウェブ16の表面16b側)から鉄骨梁10に耐火被覆30を吹付け施工する(図4:S402)。これにより、図5Cに示すように、鉄骨梁10の表面16b側(幅方向の他方側)にも耐火被覆30が形成される。貫通孔18の小口面18aには、ステップS401とステップS402によって、他の部位と同等の厚さの耐火被覆30が形成される。なお、必要に応じて、貫通孔18の小口面18aに対して、垂直に耐火被覆30の吹付けを行なう。   Next, the fireproof coating 30 is sprayed onto the steel beam 10 from the other side in the width direction (the surface 16b side of the web 16) (FIG. 4: S402). Thereby, as shown in FIG. 5C, the fireproof coating 30 is also formed on the surface 16 b side (the other side in the width direction) of the steel beam 10. The fireproof coating 30 having a thickness equivalent to that of the other portions is formed on the small facet 18a of the through hole 18 by steps S401 and S402. In addition, the fireproof coating 30 is sprayed perpendicularly to the small face 18a of the through hole 18 as necessary.

このようにして鉄骨梁10に耐火被覆30を施した後、一般部(ウェブ16、上フランジ12、下フランジ14)、及び、貫通孔18の小口面18aの耐火被覆30を、必要に応じて、鏝押さえ・整形する(図4:S403)。   After the fire-resistant coating 30 is applied to the steel beam 10 in this manner, the fire-resistant coating 30 on the general portion (web 16, upper flange 12, lower flange 14) and the small end surface 18a of the through hole 18 is applied as necessary. The heel is pressed and shaped (FIG. 4: S403).

その後、図5Dに示すように、耐火被覆30形成後の貫通孔18の開口径(有効径:以下ではDとする)を計測して確認する(図4:S404)。これにより、小口面18aの耐火被覆30の被覆厚を算出することができる。すなわち、耐火被覆30の形成前の貫通孔18の径はh(図1、図2参照)であるので、小口面18aの耐火被覆30の被覆厚をdとすると、
d=(h−D)/2・・・・(式1)
となる。そして、算出した被覆厚dが規定厚さ(例えば25mm)以上であることを確認する。
Thereafter, as shown in FIG. 5D, the opening diameter (effective diameter: hereinafter referred to as D) of the through-hole 18 after the formation of the fireproof coating 30 is measured and confirmed (FIG. 4: S404). Thereby, the coating thickness of the fireproof coating 30 on the facet 18a can be calculated. That is, since the diameter of the through hole 18 before the formation of the fireproof coating 30 is h (see FIGS. 1 and 2), if the coating thickness of the fireproof coating 30 on the facet 18a is d,
d = (h−D) / 2 (Equation 1)
It becomes. Then, it is confirmed that the calculated coating thickness d is a specified thickness (for example, 25 mm) or more.

最後に、図5Eに示すように、貫通孔18に設備配管40´を挿入して設備配管40´を設置する(S405)。   Finally, as shown in FIG. 5E, the equipment pipe 40 'is inserted into the through hole 18 to install the equipment pipe 40' (S405).

この比較例の場合、貫通孔18の小口面18aにも他の部位とほぼ同じ厚さの耐火被覆30が形成されている。これにより貫通孔18の有効径が小さくなり、設備配管40´の大きさ(径)も小さくなってしまう。   In the case of this comparative example, the fireproof coating 30 having substantially the same thickness as other parts is also formed on the small face 18a of the through hole 18. As a result, the effective diameter of the through hole 18 is reduced, and the size (diameter) of the equipment pipe 40 'is also reduced.

また、比較例における耐火被覆30の被覆厚の算出(式1)は、貫通孔18の小口面18aに均一な厚さで耐火被覆30が施されることを前提としている。このため、例えば、貫通孔18の中心位置と、耐火被覆30形成後の開口の中心位置がずれているような場合、式1の結果から被覆厚dが規定厚さ以上であっても、規定厚さよりも薄い部分が存在するおそれがある。よって、被覆厚を確実に管理できないおそれがある。   Further, the calculation of the coating thickness of the fireproof coating 30 in the comparative example (Equation 1) is based on the premise that the fireproof coating 30 is applied to the small face 18a of the through hole 18 with a uniform thickness. For this reason, for example, when the center position of the through-hole 18 and the center position of the opening after the formation of the fireproof coating 30 are shifted, even if the coating thickness d is equal to or greater than the specified thickness from the result of Equation 1, There may be a portion thinner than the thickness. Therefore, there is a possibility that the coating thickness cannot be reliably managed.

(本実施形態)
図6は、本実施形態における耐火被覆形成及び設備材の設置方法を示すフロー図であり、図7A〜図7Eは、本実施形態における耐火被覆形成及び設備材の設置方法の工程断面図である。なお、図7A〜図7Eにおいて左側の図は幅方向に沿った断面図であり、右側の図は長手方向に沿った断面図(鉄骨梁10の幅方向の中心部分の断面)である。
(This embodiment)
FIG. 6 is a flowchart showing a fireproof coating formation and installation method of equipment material in the present embodiment, and FIGS. 7A to 7E are process cross-sectional views of the fireproof coating formation and equipment material installation method in the present embodiment. . 7A to 7E, the left side is a cross-sectional view along the width direction, and the right side is a cross-sectional view along the longitudinal direction (a cross section of the central portion of the steel beam 10 in the width direction).

まず、図7Aのように設けられた鉄骨梁10に、幅方向(貫通方向)の一方側(ウェブ16の表面16a側)から耐火被覆30(ロックウール)を吹付け施工する(図6:S41)。これにより、図7Bに示すように、鉄骨梁10の表面16a側(幅方向の一方側)に、耐火被覆30が形成される。   First, fireproof coating 30 (rock wool) is sprayed from one side in the width direction (penetration direction) (surface 16a side of the web 16) to the steel beam 10 provided as shown in FIG. 7A (FIG. 6: S41). ). Thereby, as shown in FIG. 7B, the fireproof coating 30 is formed on the surface 16a side (one side in the width direction) of the steel beam 10.

ここで、図7Cに示すように、ステップS41によって貫通孔18の小口面18aに付着した耐火被覆30を作業者の手で撤去する(図6:S42)。なお、この耐火被覆30の撤去は、作業者の手には限られず、道具などを使って行ってもよい。   Here, as shown in FIG. 7C, the fireproof coating 30 attached to the small face 18a of the through hole 18 in step S41 is removed by the operator's hand (FIG. 6: S42). The removal of the fireproof coating 30 is not limited to the operator's hand, and may be performed using a tool or the like.

次に、幅方向(貫通方向)の他方側(ウェブ16の表面16b側)から鉄骨梁10に耐火被覆30を吹付け施工する(図6:S43)。これにより、図7Dに示すように、鉄骨梁10の表面16b側(幅方向の他方側)にも耐火被覆30が形成される。なお、ステップS42において、貫通孔18の小口面18aの耐火被覆30を撤去しているため、ステップS43後の小口面18aの耐火被覆30の被覆厚は、比較例のステップS402後の小口面18aの耐火被覆30の被覆厚よりも小さく(薄く)なる。つまり、貫通孔18の小口面18aの耐火被覆30の被覆厚は、小口面18a以外の部位の被覆厚よりも薄く形成される。ただし、この小口面18aの耐火被覆30の被覆厚は、耐火実験により耐火性能を確保可能であることが確認された厚さ(例えば10mm)以上とする。これにより、耐火性能を確保しつつ被覆厚を小さく設定することができる。   Next, the fireproof coating 30 is sprayed onto the steel beam 10 from the other side in the width direction (penetration direction) (the surface 16b side of the web 16) (FIG. 6: S43). As a result, as shown in FIG. 7D, the fireproof coating 30 is also formed on the surface 16b side (the other side in the width direction) of the steel beam 10. In step S42, since the fireproof coating 30 on the small face 18a of the through hole 18 is removed, the coating thickness of the fireproof coating 30 on the small face 18a after step S43 is the small face 18a after step S402 of the comparative example. It becomes smaller (thinner) than the coating thickness of the fireproof coating 30. That is, the coating thickness of the fireproof coating 30 on the small-mouthed surface 18a of the through hole 18 is formed thinner than the coating thickness of the portion other than the small-sized surface 18a. However, the coating thickness of the fireproof coating 30 on the small-mouthed surface 18a is not less than a thickness (for example, 10 mm) that is confirmed to be able to ensure fireproof performance by a fireproof experiment. Thereby, coating thickness can be set small, ensuring fireproof performance.

耐火被覆30の形成後、貫通孔18の小口面18aの耐火被覆30を、鏝(コテ)押さえ・整形する(図6:S44)。これにより、小口面の耐火被覆30の形状を改善することができる。必要に応じて、一般部(ウェブ16、上フランジ12、下フランジ14)も、鏝押さえ・整形する。   After the formation of the fireproof coating 30, the fireproof coating 30 on the small face 18a of the through hole 18 is pressed and shaped (FIG. 6: S44). Thereby, the shape of the fireproof coating 30 on the small face can be improved. If necessary, the general part (web 16, upper flange 12, lower flange 14) is also pressed and shaped.

その後、貫通孔18の小口面18aの耐火被覆30に厚さ確認用の確認具32を植え込む(図6:S45)。本実施形態では、図7Eに示すように、貫通孔18の円周を3分割した箇所(3箇所)に確認具32を植え込んでいる。なお、図7Eにおいて確認具32(黒色の三角形)は、植え込みの様子をイメージしたものであり、確認具32の構成(形状)を表すものではない。確認具32は、耐火実験により耐火性能を確保可能であることが確認された長さ(ここでは10mm)の貫入部(例えばピン形状の部位)を有している。この確認具32の貫入部を小口面18aの耐火被覆30に貫入させて、先端が小口面18aに当接しなければ、耐火被覆30の被覆厚が10mmよりも大きいことを確認できる。確認具32を植え込む位置は3箇所には限られず、2箇所でもよいし、4箇所以上であってもよい。確認箇所が多いほど(確認具を植え込む箇所が多いほど)被覆厚を精度よく管理することができるため、少なくとも3箇所以上であることが望ましい。これにより、比較例よりも被覆厚を精度よく管理することができる。   Thereafter, a confirmation tool 32 for confirming the thickness is implanted in the fireproof coating 30 on the small face 18a of the through hole 18 (FIG. 6: S45). In this embodiment, as shown to FIG. 7E, the confirmation tool 32 is implanted in the location (three places) which divided the circumference of the through-hole 18 into three. In FIG. 7E, the confirmation tool 32 (black triangle) is an image of the state of implantation, and does not represent the configuration (shape) of the confirmation tool 32. The confirmation tool 32 has a penetration portion (for example, a pin-shaped portion) having a length (here, 10 mm) that has been confirmed to be able to ensure fire resistance performance by a fire resistance experiment. If the penetration part of this confirmation tool 32 is penetrated into the fireproof coating 30 of the small-mouthed surface 18a and the tip does not contact the small-mouthed surface 18a, it can be confirmed that the coating thickness of the fireproof coating 30 is larger than 10 mm. The position where the confirmation tool 32 is implanted is not limited to three, and may be two or four or more. Since the coating thickness can be accurately managed as the number of confirmation points increases (the number of points where the confirmation tool is implanted), it is desirable that the number is at least three. Thereby, the coating thickness can be managed more accurately than in the comparative example.

また、一般部(ウェブ16、上フランジ12、下フランジ14)にも確認具32と同様の確認具(ただし貫入部の長さが25mmのもの)を植え込んでもよい。これにより、小口面18aの耐火被覆30の被覆厚を10mmとして管理でき、小口面18a以外の耐火被覆30の被覆厚を25mmとして管理でき、小口面18aと小口面18a以外の部位の耐火被覆30の被覆厚をそれぞれ確認することができる。   Moreover, you may implant the confirmation tool (however, the length of a penetration part is 25 mm) similar to the confirmation tool 32 also in the general part (web 16, the upper flange 12, the lower flange 14). Thereby, the coating thickness of the fireproof coating 30 on the small edge surface 18a can be managed as 10 mm, the coating thickness of the fireproof coating 30 other than the small edge surface 18a can be managed as 25 mm, and the fireproof coating 30 on the portions other than the small edge surface 18a and the small edge surface 18a. The coating thickness of each can be confirmed.

最後に、図7Fに示すように、貫通孔18に設備配管40を挿入して(貫通させて)設備配管40を設置する(S46)。なお、図7Fでは、確認具32の記載を省略しているが、設備配管40の設置は確認具32を耐火被覆30に残置したまま行う。このように、確認具32を残置することにより、施工完了後も目視にて容易に所定の被覆厚(ここでは10mm)が確保されていることを確認できる。   Finally, as shown in FIG. 7F, the facility piping 40 is installed by inserting (penetrating) the facility piping 40 into the through hole 18 (S46). Although the description of the confirmation tool 32 is omitted in FIG. 7F, the installation piping 40 is installed with the confirmation tool 32 left on the fireproof coating 30. Thus, by leaving the confirmation tool 32, it can be easily confirmed that a predetermined coating thickness (here, 10 mm) is ensured visually even after the completion of construction.

以上、説明したように、本実施形態では、貫通孔18が設けられた鉄骨梁10に、幅方向の一方側(表面16a側)から耐火被覆30(ロックウール)を吹付け施工するステップS41(第一耐火被覆工程)と、貫通孔18の小口面18aに形成された耐火被覆30を撤去するステップS42(撤去工程)と、幅方向の他方側(表面16b側)から耐火被覆30(ロックウール)を吹付け施工するステップS43(第二耐火被覆工程)と、貫通孔18に設備配管40を貫通させて配置するステップS46(設備配置工程)を有している。   As described above, in this embodiment, the fireproof coating 30 (rock wool) is sprayed from one side in the width direction (surface 16a side) to the steel beam 10 provided with the through holes 18 (step S41). The first fireproof coating process), the step S42 (removal process) for removing the fireproof coating 30 formed on the small face 18a of the through hole 18, and the fireproof coating 30 (rock wool from the other side in the width direction (surface 16b side)) ) And step S46 (equipment placement step) in which the equipment pipe 40 is disposed through the through hole 18.

これにより、比較例よりも貫通孔18の小口面18aにおける耐火被覆30の被覆厚を薄くすることができ、比較例よりも貫通孔18の有効径を拡大することができる。よって、貫通孔18に設置する設備配管40の大きさ(径)を、比較例の設備配管40´の大きさ(径)よりも大きくすることが可能である。   Thereby, the coating thickness of the fireproof coating 30 on the small face 18a of the through hole 18 can be made thinner than that of the comparative example, and the effective diameter of the through hole 18 can be enlarged as compared with the comparative example. Therefore, the size (diameter) of the equipment pipe 40 installed in the through hole 18 can be made larger than the size (diameter) of the equipment pipe 40 ′ of the comparative example.

===その他の実施形態について===
上記実施形態は、本発明の理解を容易にするためのものであり、本発明を限定して解釈するためのものではない。本発明は、その趣旨を逸脱することなく、変更、改良され得ると共に、本発明にはその等価物が含まれることはいうまでもない。特に、以下に述べる実施形態であっても、本発明に含まれるものである
<鉄骨梁について>
前述の実施形態では、構造部材を鉄骨梁10としたが、これに限らず、表面を耐火被覆しなければならず、且つ、貫通孔を有する構造部材であれば構わない。例えば、ステンレスやアルミニウム合金などの金属材料を用いた他の耐火被覆構造部材にも適用可能である。また、例えば、柱にも適用可能である。また、前述の実施形態では、構造部材(鉄骨梁10)の断面形状をH形としたが、これに限らず、I形やT形であってもよい。
=== About Other Embodiments ===
The above embodiment is for facilitating the understanding of the present invention, and is not intended to limit the present invention. The present invention can be changed and improved without departing from the gist thereof, and it is needless to say that the present invention includes equivalents thereof. In particular, even the embodiments described below are included in the present invention <about steel beams>
In the above-described embodiment, the structural member is the steel beam 10. However, the present invention is not limited to this, and the structural member may be any structural member that has a surface that needs to be fireproofed and that has a through hole. For example, the present invention can be applied to other fireproof covering structural members using a metal material such as stainless steel or aluminum alloy. For example, it is applicable also to a pillar. In the above-described embodiment, the cross-sectional shape of the structural member (steel beam 10) is H-shaped, but is not limited thereto, and may be I-shaped or T-shaped.

<耐火被覆材について>
前述の実施形態では、耐火被覆30を吹付ロックウールとしたが、これに限らず、セラミック系や石膏系などの他の耐火被覆材料であってもよい。
<Fireproof coating material>
In the above-described embodiment, the fireproof coating 30 is sprayed rock wool. However, the present invention is not limited to this, and other fireproof coating materials such as ceramics and gypsum may be used.

<耐火被覆材の施工方法について>
前述の実施形態では、鉄骨梁10の一方側(表面16b側)に耐火被覆30を吹付け施工した後、貫通孔18の小口面18aに付着した耐火被覆30を撤去していたが、これには限られない。例えば、比較例(図4)のステップ402において、小口面18aに対して垂直に吹付けを行うことで小口面18aの被覆厚を他の部位と同じになるように調整している場合、この吹付けを省略するようにしてもよい。すなわち、鉄骨梁10の幅方向の一方側からと他方側からの2回の耐火被覆30の吹付けによって小口面18aに吹付けられる耐火被覆30の量(単位被覆面積当たり)が、各吹付けによって鉄骨梁10の片面に吹付けられる耐火被覆30の量(単位被覆面積当たり)よりも少なくなるようにすればよい。なお、上記2回の吹付けにおいて、耐火被覆30は、小口面18a以外には垂直に当たり、小口面18aには斜めに当たるので、自ずと小口面18aに吹付けられる耐火被覆30の量は(他の部位よりも)少なくなる。このようにすることで、小口面18aの耐火被覆30の被覆厚を、簡易に、他の部位(小口面18a以外の部位)よりも薄く形成することができる。
<About construction method of fireproof coating material>
In the above-described embodiment, after the fireproof coating 30 is sprayed on one side (the surface 16b side) of the steel beam 10, the fireproof coating 30 attached to the small edge surface 18a of the through hole 18 is removed. Is not limited. For example, in step 402 of the comparative example (FIG. 4), when the coating thickness of the facet 18a is adjusted to be the same as that of other parts by spraying perpendicularly to the facet 18a, this You may make it abbreviate | omit spraying. That is, the amount (per unit covering area) of the refractory coating 30 sprayed on the small face 18a by the blasting of the refractory coating 30 twice from one side and the other side in the width direction of the steel beam 10 is each sprayed. Therefore, the amount of fireproof coating 30 sprayed on one side of the steel beam 10 (per unit covering area) may be reduced. In addition, in the above-mentioned two times of spraying, the fireproof coating 30 hits perpendicularly other than the facet 18a and hits the facet 18a obliquely, so the amount of the fireproof cover 30 sprayed on the facet 18a by itself is (other Less than part). By doing in this way, the coating thickness of the fireproof coating 30 of the small face 18a can be easily formed thinner than other parts (parts other than the small face 18a).

<貫通孔について>
前述の実施形態では、貫通孔18の形状は円形であったがこれには限られない。例えば、楕円であってもよいし、多角形であってもよい。また、前述の実施形態では鉄骨梁10に形成された貫通孔18の数は1つであったがこれに限らず、貫通孔18が複数形成されていてもよい。
<About through holes>
In the above-described embodiment, the shape of the through hole 18 is circular, but is not limited thereto. For example, an ellipse may be sufficient and a polygon may be sufficient. In the above-described embodiment, the number of through holes 18 formed in the steel beam 10 is one. However, the number is not limited to this, and a plurality of through holes 18 may be formed.

10 鉄骨梁
12 上フランジ
14 下フランジ
16 ウェブ
16a 表面
16b 表面
18 貫通孔
18a 小口面
20 スラブ
30 耐火被覆(ロックウール)
32 確認具
40 設備配管
DESCRIPTION OF SYMBOLS 10 Steel beam 12 Upper flange 14 Lower flange 16 Web 16a Surface 16b Surface 18 Through-hole 18a Small-mouthed surface 20 Slab 30 Fireproof coating (rock wool)
32 Checking tool 40 Equipment piping

Claims (7)

耐火被覆が施される構造部材の貫通孔に設備材を設置する設備材の設置方法であって、
前記貫通孔の貫通方向の一方側から前記構造部材に前記耐火被覆を吹付け施工する第一耐火被覆施工工程と、
前記第一耐火被覆施工工程によって前記貫通孔の小口面に形成された前記耐火被覆を撤去する撤去工程と、
前記貫通方向の他方側から前記構造部材に前記耐火被覆を吹付け施工する第二耐火被覆施工工程と、
前記貫通孔に前記設備材を貫通させて設置する設備材設置工程と、
を有することを特徴とする設備材の設置方法。
A facility material installation method for installing facility material in a through-hole of a structural member to which a fireproof coating is applied,
A first fireproof coating construction step of spraying and constructing the fireproof coating on the structural member from one side in the penetration direction of the through hole;
A removal step of removing the fireproof coating formed on the small surface of the through-hole by the first fireproof coating construction step;
A second fireproof coating construction step of spraying the fireproof coating on the structural member from the other side of the penetration direction;
An equipment material installation step of installing the equipment material through the through hole; and
The installation method of the equipment material characterized by having.
請求項1に記載の設備材の設置方法であって、
前記設備材設置工程の前に、前記貫通孔の小口面の前記耐火被覆を第一被覆厚とし、前記貫通孔の小口面以外の前記耐火被覆を前記第一被覆厚よりも厚い第二被覆厚として管理する耐火被覆管理工程を有する、
ことを特徴とする設備材の設置方法。
It is the installation method of the equipment material of Claim 1, Comprising:
Before the equipment material installation step, the fireproof coating on the small surface of the through hole is the first coating thickness, and the fireproof coating other than the small surface of the through hole is a second coating thickness that is thicker than the first coating thickness. As a fireproof coating management process to manage as
The installation method of the equipment material characterized by this.
耐火被覆が施される構造部材の貫通孔に設備材を設置する設備材の設置方法であって、
前記貫通孔の貫通方向の一方側から前記構造部材に前記耐火被覆を吹付け施工する第一耐火被覆施工工程と、
前記貫通方向の他方側から前記構造部材に前記耐火被覆を吹付け施工する第二耐火被覆施工工程と、
前記貫通孔に前記設備材を貫通させて設置する設備材設置工程と、
を有し、
前記第一耐火被覆施工工程と前記第二耐火被覆施工工程とによって前記貫通孔の小口面に吹付けられる前記耐火被覆の厚さを第一被覆厚とし、前記貫通孔の小口面以外に吹付けられる前記耐火被覆の厚さを前記第一被覆厚よりも厚い第二被覆厚とした、
ことを特徴とする設備材の設置方法。
A facility material installation method for installing facility material in a through-hole of a structural member to which a fireproof coating is applied,
A first fireproof coating construction step of spraying and constructing the fireproof coating on the structural member from one side in the penetration direction of the through hole;
A second fireproof coating construction step of spraying the fireproof coating on the structural member from the other side of the penetration direction;
An equipment material installation step of installing the equipment material through the through hole; and
Have
The thickness of the refractory coating sprayed on the small surface of the through hole in the first fireproof coating construction step and the second fireproof coating construction step is defined as the first coating thickness, and sprayed on other than the small surface of the through hole. The thickness of the fireproof coating is a second coating thickness greater than the first coating thickness,
The installation method of the equipment material characterized by this.
請求項2又は3に記載の設備材の設置方法であって、
前記第一被覆厚は、実験により耐火性能が確認された前記構造部材の耐火被覆厚であり、
前記第二被覆厚は、法律により定められた前記構造部材の耐火被覆厚である、
ことを特徴とする設備材の設置方法。
It is the installation method of the equipment material of Claim 2 or 3,
The first coating thickness is the fireproof coating thickness of the structural member whose fireproof performance has been confirmed by experiments,
The second coating thickness is a fireproof coating thickness of the structural member defined by law,
The installation method of the equipment material characterized by this.
請求項2乃至請求項4の何れかに記載の設備材の設置方法であって、
前記貫通孔は、円形であり、
前記貫通孔の円周の3分割以上の箇所で前記第一被覆厚を管理する、
ことを特徴とする設備材の設置方法。
It is the installation method of the equipment material in any one of Claim 2 thru | or 4, Comprising:
The through hole is circular,
Managing the first coating thickness at a location of three or more divisions of the circumference of the through-hole,
The installation method of the equipment material characterized by this.
請求項5に記載の設備材の設置方法であって、
前記第一被覆厚の管理には、前記耐火被覆に貫入させて厚さを確認する確認具が用いられ、
前記確認具を前記耐火被覆に残置した状態で、前記設備材設置工程を実行する、
ことを特徴とする設備材の設置方法。
It is the installation method of the equipment material according to claim 5,
For the management of the first coating thickness, a confirmation tool is used to check the thickness by penetrating the fireproof coating,
In the state where the confirmation tool is left on the fireproof coating, the equipment material installation step is executed.
The installation method of the equipment material characterized by this.
請求項1乃至請求項6の何れかに記載の設備材の設置方法であって、
前記第二耐火被覆施工工程の後、前記貫通孔の小口面に形成された前記耐火被覆を鏝押さえ・整形する整形工程を有する、
ことを特徴とする設備材の設置方法。
It is the installation method of the equipment material in any one of Claims 1 thru | or 6, Comprising:
After the second refractory coating construction step, it has a shaping step of holding down and shaping the refractory coating formed on the small surface of the through hole,
The installation method of the equipment material characterized by this.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56165832U (en) * 1980-05-12 1981-12-08
JPH07150652A (en) * 1993-12-01 1995-06-13 Taisei Corp Steel frame provided with fire resistant coating and method for pre-attaching steel frame fire resistant coating
JPH09242214A (en) * 1996-03-08 1997-09-16 Taisei Corp Sleeve for duct insertion of fireproof coated steel members
JP2014020051A (en) * 2012-07-13 2014-02-03 Ohbayashi Corp Fire-resistive covering structure and fire-resistive covering method for structural member
JP2015212471A (en) * 2014-05-02 2015-11-26 株式会社大林組 Heat and fire resistive covering structure and construction method
US20160040428A1 (en) * 2013-06-03 2016-02-11 Philip Glen Miller Self-aligning, double wire corner bead for fireproofing structural steel member and method of using same

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56165832U (en) * 1980-05-12 1981-12-08
JPH07150652A (en) * 1993-12-01 1995-06-13 Taisei Corp Steel frame provided with fire resistant coating and method for pre-attaching steel frame fire resistant coating
JPH09242214A (en) * 1996-03-08 1997-09-16 Taisei Corp Sleeve for duct insertion of fireproof coated steel members
JP2014020051A (en) * 2012-07-13 2014-02-03 Ohbayashi Corp Fire-resistive covering structure and fire-resistive covering method for structural member
US20160040428A1 (en) * 2013-06-03 2016-02-11 Philip Glen Miller Self-aligning, double wire corner bead for fireproofing structural steel member and method of using same
JP2015212471A (en) * 2014-05-02 2015-11-26 株式会社大林組 Heat and fire resistive covering structure and construction method

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