JP6944795B2 - Fireproof structure and construction method of fireproof structure - Google Patents

Fireproof structure and construction method of fireproof structure Download PDF

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JP6944795B2
JP6944795B2 JP2017041797A JP2017041797A JP6944795B2 JP 6944795 B2 JP6944795 B2 JP 6944795B2 JP 2017041797 A JP2017041797 A JP 2017041797A JP 2017041797 A JP2017041797 A JP 2017041797A JP 6944795 B2 JP6944795 B2 JP 6944795B2
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pipe material
coating
fireproof
heat insulating
fireproof coating
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JP2018145687A (en
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真輝 加藤
真輝 加藤
慶 岩本
慶 岩本
友規 山口
友規 山口
晃 江崎
晃 江崎
誠也 遠藤
誠也 遠藤
慶 宇都宮
慶 宇都宮
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Takenaka Corp
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Description

本発明は、耐火構造及び耐火構造の施工方法に関する。 The present invention relates to a fireproof structure and a method of constructing a fireproof structure.

従来、鉄骨梁に形成された貫通孔にダクトを挿通する方法として、例えば、鉄骨梁に耐火被覆を巻きつけて、耐火被覆における貫通孔に対応する位置に切り込みを入れ、この切り込みにダクトを挿通する方法が提案されている(例えば、特許文献1参照)。 Conventionally, as a method of inserting a duct through a through hole formed in a steel beam, for example, a fireproof coating is wound around the steel beam, a notch is made at a position corresponding to the through hole in the fireproof coating, and the duct is inserted into this notch. A method has been proposed (see, for example, Patent Document 1).

特開2015−117508号公報JP-A-2015-117508

ここで、ダクトの外部に熱を逃がさないようにすべく、ダクトの周囲に保温材を巻きつける場合がある。その場合には、貫通孔の内部にダクト、保温材、及び耐火被覆が位置するので、これらを貫通孔の径に収めるためには、梁の貫通孔の径を大きくすべく梁せいを増大させる必要があり、階高が増大してしまう。また、ダクトの径を貫通孔の径に合わせて小さくしてもよいが、その場合には空調性能が低下してしまう。したがって、階高の増大を抑止しつつ、空調性能の低下を抑止することが可能な耐火構造が要望されていた。 Here, in order to prevent heat from escaping to the outside of the duct, a heat insulating material may be wrapped around the duct. In that case, the duct, the heat insulating material, and the refractory coating are located inside the through hole. Therefore, in order to fit these within the diameter of the through hole, the beam diameter is increased in order to increase the diameter of the through hole of the beam. It is necessary and the floor height will increase. Further, the diameter of the duct may be reduced according to the diameter of the through hole, but in that case, the air conditioning performance is deteriorated. Therefore, there has been a demand for a fireproof structure capable of suppressing a decrease in air conditioning performance while suppressing an increase in floor height.

本発明は、上記に鑑みてなされたものであって、階高の増大を抑止しつつ、空調性能の低下を抑止することが可能な耐火構造を提供することを目的とする。 The present invention has been made in view of the above, and an object of the present invention is to provide a fireproof structure capable of suppressing an increase in floor height and a decrease in air conditioning performance.

上述した課題を解決し、目的を達成するために、請求項1に記載の耐火構造は、梁のウェブに形成された梁貫通孔に挿通された挿通管材と、前記挿通管材の外周面に貼り付けられた管材側耐火被覆と、前記梁の側方及び下方を覆う梁側耐火被覆であって、前記梁の側方を覆う部分に、前記挿通管材及び前記管材側耐火被覆を貫通させた梁側耐火被覆と、前記挿通管材の継手方向に沿って前記挿通管材の端部に接続される継手管材と、前記継手管材の外周面から前記管材側耐火被覆の側端部に至るように取り付けられた保温材と、を備え、前記保温材の少なくとも一部が前記管材側耐火被覆の側端部に乗り上げており、前記保温材における前記梁と対向する側の端部が、前記梁側耐火被覆における前記梁の側方を覆う部分に当接する。 In order to solve the above-mentioned problems and achieve the object, the fireproof structure according to claim 1 is attached to the insertion tube material inserted into the beam through hole formed in the web of the beam and the outer peripheral surface of the insertion tube material. A beam having the attached pipe material side fireproof coating and a beam side fireproof coating covering the side and the lower side of the beam, and the insertion pipe material and the pipe material side fireproof coating penetrating the portion covering the side of the beam. The side fireproof coating, the joint pipe material connected to the end portion of the insertion pipe material along the joint direction of the insertion pipe material, and the side end portion of the pipe material side fireproof coating are attached from the outer peripheral surface of the joint pipe material. The heat insulating material is provided, and at least a part of the heat insulating material rides on the side end portion of the pipe material side fireproof coating, and the end portion of the heat insulating material facing the beam is the beam side fireproof coating. It abuts on the portion of the beam that covers the side of the beam.

請求項に記載の耐火構造は、請求項に記載の耐火構造において、前記管材側耐火被覆は、乾式巻付け耐火被覆である。 The refractory structure according to claim 2 is the refractory structure according to claim 1, and the refractory coating on the pipe material side is a dry-wound refractory coating.

請求項3に記載の耐火構造の施工方法は、梁のウェブに形成された梁貫通孔に挿通管材を挿通する挿通管材挿通ステップと、前記挿通管材の外周面に管材側耐火被覆を貼り付ける管材側耐火被覆貼付ステップと、前記梁の側方及び下方を梁側耐火被覆で覆う梁側耐火被覆設置ステップであって、前記梁の側方を覆う部分に、前記挿通管材及び前記管材側耐火被覆を貫通させる梁側耐火被覆設置ステップと、前記挿通管材の継手方向に沿って前記挿通管材の端部に継手管材を接続する継手管材接続ステップと、前記継手管材の外周面から前記管材側耐火被覆の側端部に至るように保温材を取り付ける保温材取付ステップと、を含み、前記保温材の少なくとも一部が前記管材側耐火被覆の側端部に乗り上げおり、前記保温材における前記梁と対向する側の端部が、前記梁側耐火被覆における前記梁の側方を覆う部分に当接する。
請求項4に記載の耐火構造の施工方法は、請求項3に記載の耐火構造の施工方法において、前記挿通管材は、円筒形であり、前記梁側耐火被覆設置ステップにおいては、前記梁側耐火被覆における前記梁の側方を覆う部分に、前記挿通管材を挿通するための挿通孔を設ける第1ステップと、前記第1ステップで設けた前記挿通孔に前記挿通管材を挿通する第2ステップと、を含み、前記第1ステップにおいては、前記挿通管材の端部を前記梁側耐火被覆における前記梁の側方を覆う部分に押し当てた状態で、前記梁側耐火被覆において、前記挿通管材の端部における上半分に対応する半円状の孔を形成し、この後に、前記梁側耐火被覆において、前記挿通管材の端部における下半分に対応する半円状の孔を形成することにより、前記挿通孔を設ける。
The method for constructing the fireproof structure according to claim 3 includes an insertion pipe material insertion step for inserting the insertion pipe material into a beam through hole formed in the web of the beam, and a pipe material for attaching a pipe material side fireproof coating to the outer peripheral surface of the insertion pipe material. A step of attaching a side fireproof coating and a step of installing a beam side fireproof coating that covers the side and the lower side of the beam with a beam side fireproof coating. A beam-side fireproof coating installation step for penetrating the joint pipe material, a joint pipe material connecting step for connecting the joint pipe material to the end of the insertion pipe material along the joint direction of the insertion pipe material, and the pipe material side fireproof coating from the outer peripheral surface of the joint pipe material. Including a heat insulating material mounting step of mounting the heat insulating material so as to reach the side end portion of the heat insulating material, at least a part of the heat insulating material rides on the side end portion of the pipe material side fireproof coating and faces the beam in the heat insulating material. The end portion on the side of the beam abuts on the portion of the beam-side fireproof coating that covers the side of the beam.
The method for constructing the fireproof structure according to claim 4 is the method for constructing the fireproof structure according to claim 3, wherein the insertion pipe material is cylindrical, and the beam side fireproof coating is installed in the beam side fireproof coating installation step. A first step of providing an insertion hole for inserting the insertion tube material in a portion of the coating covering the side of the beam, and a second step of inserting the insertion tube material into the insertion hole provided in the first step. includes, in the first step, the end portion of the insertion tube member in a state pressed against the portion covering the side of the beam in the beam-side fireproofing, in the beam-side refractory coating of the insertion tube member the semicircular hole corresponding to the upper half is formed at the end, after this, before Kihari side fireproofing, by forming a semicircular hole corresponding to the lower half at the end of the insertion tube member , The insertion hole is provided.

請求項1に記載の耐火構造、及び請求項に記載の耐火構造の施工方法によれば、保温材の厚み分の梁せい増大やダクト径縮小を抑止でき、階高の増大を抑止しつつ、空調性能の低下を抑止することができる。
また、請求項1に記載の耐火構造によれば、保温材の少なくとも一部が管材側耐火被覆の側端部に乗り上げているので、梁貫通孔の内部に保温材を介在させないことに伴って、管材側耐火被覆と保温材との継目に保温の連続性が断たれることを防止でき、保温性能が向上すると共に、保温材の好適に設置できていることを目視で容易に確認でき、施工性が向上する。
また、請求項1に記載の耐火構造によれば、保温材における端部が、梁側耐火被覆における側方を覆う部分に当接するので、管材側耐火被覆と保温材との継目によって保温の連続性が断たれることをさらに防止でき、保温性能がさらに向上する。
Refractory structure according to claim 1, and according to the construction method of the refractory structure according to claim 3, can suppress Sei Ryo increase or duct size reduction of the thickness of the holding temperature material content, suppresses the increase in the floor height At the same time, deterioration of air conditioning performance can be suppressed.
Further, according to the fireproof structure according to claim 1, since at least a part of the heat insulating material rides on the side end portion of the fireproof coating on the pipe material side, the heat insulating material is not interposed inside the beam through hole. It is possible to prevent the continuity of heat retention from being interrupted at the joint between the fireproof coating on the pipe material side and the heat insulation material, improve the heat retention performance, and easily visually confirm that the heat insulation material is properly installed. Workability is improved.
Further, according to the fireproof structure according to claim 1, since the end portion of the heat insulating material abuts on the side covering portion of the beam side fireproof coating, the heat insulation is continuous by the joint between the pipe material side fireproof coating and the heat insulating material. It is possible to further prevent the sex from being cut off, and the heat retention performance is further improved.

請求項に記載の耐火構造によれば、管材側耐火被覆は乾式巻付け耐火被覆であるので、耐火被覆の切り貼りによる簡易な方法で管材側耐火被覆を施工でき、耐火構造の施工性が向上する。 According to the fireproof structure according to claim 2 , since the fireproof coating on the pipe material side is a dry winding fireproof coating, the fireproof coating on the pipe material side can be applied by a simple method of cutting and pasting the fireproof coating, and the workability of the fireproof structure is improved. do.

本実施の形態に係る耐火構造の軸断面図である。It is a shaft sectional view of the fireproof structure which concerns on this embodiment. 図1のA部拡大図である。It is an enlarged view of the part A of FIG. 図3(a)は、第一回耐火実験の結果を示す表、図3(b)は、第二回耐火実験の結果を示す表である。FIG. 3 (a) is a table showing the results of the first fire resistance experiment, and FIG. 3 (b) is a table showing the results of the second fire resistance experiment.

以下に添付図面を参照して、この発明に係る耐火構造の実施の形態を詳細に説明する。まず、〔I〕実施の形態の基本的概念を説明した後、〔II〕実施の形態の具体的内容について説明し、最後に、〔III〕実施の形態に対する変形例について説明する。ただし、実施の形態によって本発明が限定されるものではない。 Hereinafter, embodiments of the fireproof structure according to the present invention will be described in detail with reference to the accompanying drawings. First, the basic concept of the embodiment of [I] will be described, then the specific contents of the embodiment of [II] will be described, and finally, a modified example of the embodiment of [III] will be described. However, the present invention is not limited to the embodiments.

〔I〕実施の形態の基本的概念
まず、実施の形態の基本的概念について説明する。
実施の形態は、耐火構造に関する。この耐火構造とは、建築物の内部で火災が発生した際に、建築物の構造部を延焼から守る構造である。なお、本実施の形態の耐火構造は、建築物の梁を延焼から守るべく、梁に取り付けられている。なお、建築物の構造は任意で、本実施の形態では鉄骨鉄筋コンクリート造である場合について説明するが、木造、鉄骨造、又は鉄筋コンクリート造等でも構わない。
[I] Basic concept of the embodiment First, the basic concept of the embodiment will be described.
The embodiment relates to a fireproof structure. This fireproof structure is a structure that protects the structural part of a building from the spread of fire when a fire breaks out inside the building. The fireproof structure of the present embodiment is attached to the beam in order to protect the beam of the building from the spread of fire. The structure of the building is arbitrary, and the case where the building is made of steel-framed reinforced concrete will be described in the present embodiment, but a wooden structure, a steel-framed structure, a reinforced concrete structure, or the like may be used.

〔II〕実施の形態の具体的内容
次に、実施の形態の具体的内容について説明する。
[II] Specific contents of the embodiment Next, the specific contents of the embodiment will be described.

(構成)
図1は、本実施の形態に係る耐火構造1の軸断面図、図2は、図1のA部拡大図である。ここで、以下では、必要に応じて、各図における+X−X方向を「軸方向」と称し、特に+X方向を「右方向」、−X方向を「左方向」と称する。また、+Y−Y方向(XZ平面に直交する方向。梁2の長手方向)を「奥行き方向」又は「前後方向」と称し、特に+Y方向(図1において向かって手前方向)を「前方向」、−Y方向(図1において向かって奥方向)を「後方向」と称する。また、+Z−Z方向を「高さ方向」又は「上下方向」と称し、特に+Z方向を「上方向」、−Z方向を「下方向」と称する。また、後述する挿通管材10や継手管材40の軸に近付く方向を「内方向」、軸から遠ざかる方向を「外方向」と称する。以下では、まずは梁2、及び耐火構造1の構成について説明する。
(composition)
FIG. 1 is an axial cross-sectional view of the fireproof structure 1 according to the present embodiment, and FIG. 2 is an enlarged view of part A of FIG. Here, in the following, if necessary, the + XX direction in each figure is referred to as an "axial direction", particularly the + X direction is referred to as a "right direction" and the −X direction is referred to as a "left direction". Further, the + YY direction (direction orthogonal to the XZ plane; longitudinal direction of the beam 2) is referred to as "depth direction" or "front-back direction", and particularly the + Y direction (front direction in FIG. 1) is "forward direction". , -Y direction (backward direction in FIG. 1) is referred to as "rear direction". Further, the + Z-Z direction is referred to as "height direction" or "vertical direction", and particularly the + Z direction is referred to as "upward direction" and the −Z direction is referred to as "downward direction". Further, the direction of approaching the shaft of the insertion pipe material 10 and the joint pipe material 40, which will be described later, is referred to as "inward direction", and the direction away from the shaft is referred to as "outward direction". In the following, first, the configurations of the beam 2 and the fireproof structure 1 will be described.

(構成−梁)
梁2は、本実施の形態では建築物の各階の天井付近に設置されたH形鋼であり、図1及び図2では前後方向に沿って配置されている。ここで、梁2は上フランジ3、ウェブ4、下フランジ5を有し、ウェブ4には+X−X方向に沿って貫通する梁貫通孔6が形成されている。この梁貫通孔6は、梁2を設置する前段階から予め形成してもよいし、梁2の設置後にドリル等を用いて形成してもよい。
(Structure-Beam)
The beam 2 is an H-shaped steel installed near the ceiling of each floor of the building in the present embodiment, and is arranged along the front-rear direction in FIGS. 1 and 2. Here, the beam 2 has an upper flange 3, a web 4, and a lower flange 5, and the web 4 is formed with a beam through hole 6 penetrating along the + XX direction. The beam through hole 6 may be formed in advance from the stage before the beam 2 is installed, or may be formed by using a drill or the like after the beam 2 is installed.

(構成−耐火構造)
耐火構造1は、建築物の構造部を延焼から守る構造である。この耐火構造1は、挿通管材10、管材被覆20、梁被覆30、継手管材40、ニップル50、及び保温材60を備えて構成される。
(Structure-Fireproof structure)
The fireproof structure 1 is a structure that protects the structural part of the building from the spread of fire. The fireproof structure 1 includes an insertion pipe material 10, a pipe material coating 20, a beam coating 30, a joint pipe material 40, a nipple 50, and a heat insulating material 60.

(構成−耐火構造−挿通管材)
挿通管材10は、梁2のウェブ4に形成された梁貫通孔6に挿通された管材である。この挿通管材10は主に空調に用いられ、例えば図示しない熱交換器で熱交換された空気が、当該挿通管材10や後述する継手管材40を通って任意の部屋まで流動する。ただし、挿通管材10の用途は空調に限らず、例えば電源配線等が挿通する電気設備用の管として用いても構わない。
(Structure-Fireproof structure-Insert pipe material)
The insertion pipe material 10 is a pipe material inserted into the beam through hole 6 formed in the web 4 of the beam 2. The insertion pipe material 10 is mainly used for air conditioning. For example, air exchanged with heat by a heat exchanger (not shown) flows to an arbitrary room through the insertion pipe material 10 and the joint pipe material 40 described later. However, the application of the insertion pipe material 10 is not limited to air conditioning, and may be used as a pipe for electrical equipment through which a power supply wiring or the like is inserted, for example.

この挿通管材10は、本実施の形態では円筒形のスリーブであるが、形状はこれに限らない。また、挿通管材10の径は梁貫通孔6の径よりもわずかに小さく、挿通管材10の外周面と梁貫通孔6の内周面との間には管材被覆20が収まっている。また、本実施の形態の挿通管材10の軸方向の長さは、梁2の上フランジ3や下フランジ5の軸方向の長さよりも長くなっており、挿通管材10の軸方向中央部付近に梁貫通孔6が位置している。そのため、挿通管材10の左右の端部は、各フランジの左右の端部よりも軸方向に突出している。 The insertion tube material 10 is a cylindrical sleeve in the present embodiment, but the shape is not limited to this. Further, the diameter of the insertion pipe material 10 is slightly smaller than the diameter of the beam through hole 6, and the pipe material coating 20 is accommodated between the outer peripheral surface of the insertion pipe material 10 and the inner peripheral surface of the beam through hole 6. Further, the axial length of the insertion pipe material 10 of the present embodiment is longer than the axial length of the upper flange 3 and the lower flange 5 of the beam 2, and is located near the axial center portion of the insertion pipe material 10. The beam through hole 6 is located. Therefore, the left and right ends of the insertion tube material 10 project in the axial direction from the left and right ends of each flange.

(構成−耐火構造−管材被覆)
管材被覆20は、挿通管材10の外周面に貼り付けられた管材側耐火被覆である。この管材被覆20は、挿通管材10の外周面のほぼ全域にわたって貼り付けられているが、図2に示すように、厳密には挿通管材10の左右両端部の一部分には貼り付けられていない。例えば本実施の形態では挿通管材10の左右両端部から40mm程度の領域には管材被覆20が貼り付けられておらず、この領域に挿通管材10とニップル50とを接続するためのビス50aが打ち込まれている。なお、「貼り付ける」とは、接着剤等で貼り付けることに限らず、ビス等で挿通管材10に打ち付けて接合することも含む。
(Structure-Fireproof structure-Cylinder coating)
The pipe material coating 20 is a pipe material side fireproof coating attached to the outer peripheral surface of the insertion pipe material 10. The pipe material coating 20 is attached over almost the entire outer peripheral surface of the insertion pipe material 10, but strictly speaking, it is not attached to a part of the left and right ends of the insertion pipe material 10. For example, in the present embodiment, the pipe material coating 20 is not attached to a region of about 40 mm from the left and right ends of the insertion pipe material 10, and a screw 50a for connecting the insertion pipe material 10 and the nipple 50 is driven into this region. It has been. The term "pasting" is not limited to sticking with an adhesive or the like, but also includes striking the insertion tube material 10 with a screw or the like to join.

ここで、本実施の形態の管材被覆20は、公知の乾式巻付け耐火被覆である。このような乾式巻付け耐火被覆は、建築基準法で定められる耐火性能の条件を満たす様々なものを用いてよいが、本実施の形態の管材被覆20は、耐火材である耐熱ロックウールの外表面に不織布を施して形成している。ここで、管材被覆20の厚みは、本実施の形態では25mmとするが、これに限らず建築基準法で定められる耐火性能の条件を満たす様々な厚みを採用できる。 Here, the pipe material coating 20 of the present embodiment is a known dry-wrapping fireproof coating. As such a dry-wrapping fire-resistant coating, various materials that satisfy the conditions of fire-resistant performance specified by the Building Standards Act may be used, but the pipe material coating 20 of the present embodiment is outside the heat-resistant rock wool which is a fire-resistant material. It is formed by applying a non-woven fabric to the surface. Here, the thickness of the pipe material coating 20 is 25 mm in the present embodiment, but the thickness is not limited to this, and various thicknesses that satisfy the conditions of fire resistance specified by the Building Standards Act can be adopted.

このように、本実施の形態では管材被覆20を保温材として兼用しているため、管材被覆20の周囲には保温材60は設置されていない。したがって、施工に要する手間やコストを削減できる。なお、このように本実施の形態の管材被覆20は乾式巻付け耐火被覆とするが、これに限らず、挿通管材10の外表面にロックウールを含む吹付材を吹き付けて形成する湿式耐火被覆でも構わない。 As described above, in the present embodiment, since the pipe material coating 20 is also used as the heat insulating material, the heat insulating material 60 is not installed around the pipe material coating 20. Therefore, the labor and cost required for construction can be reduced. As described above, the pipe material coating 20 of the present embodiment is a dry-wound fire-resistant coating, but the present invention is not limited to this, and a wet fire-resistant coating formed by spraying a spray material containing rock wool on the outer surface of the insertion pipe material 10 is also available. I do not care.

(構成−耐火構造−梁被覆)
梁被覆30は、梁2の側方及び下方を覆う梁側耐火被覆であって、梁2の側方を覆う部分に、挿通管材10及び管材被覆20を貫通させた梁側耐火被覆である。本実施の形態では、図示のように、右梁被覆と、左梁被覆を設けている。右梁被覆は、梁2の右方及び下方を覆うように配置されており、左梁被覆は、梁2の左方及び下方を覆うように配置されている。そして、これら2つの梁被覆30は、梁2の下方において互いに重なっている。なお、このように以下では2つの梁被覆30を別個に設ける場合について説明するが、これに限らず梁被覆30を一体形成してもよいし、より多くの梁被覆30を設けてもよい。
(Structure-Fireproof structure-Beam coating)
The beam coating 30 is a beam-side fireproof coating that covers the side and the lower side of the beam 2, and is a beam-side fireproof coating in which the insertion pipe material 10 and the pipe material coating 20 are penetrated through a portion that covers the side of the beam 2. In the present embodiment, as shown in the figure, a right beam coating and a left beam coating are provided. The right beam covering is arranged so as to cover the right side and the lower side of the beam 2, and the left beam covering is arranged so as to cover the left side and the lower side of the beam 2. The two beam coverings 30 overlap each other below the beam 2. As described above, the case where the two beam coverings 30 are provided separately will be described below, but the present invention is not limited to this, and the beam covering 30 may be integrally formed or more beam coverings 30 may be provided.

ここで、左右の梁被覆30における梁2の側方(左方及び右方)を覆う部分を以下では「側方被覆部」31、梁2の下方を覆う部分を以下では「下方被覆部」32と称して説明する。なお、側方被覆部31や下方被覆部32は、一体の部材でもよいし、それぞれ別々の部材でもよい。また、梁被覆30を図示の位置に固定する具体的な方法は任意で、例えば、梁2のフランジや天井にビスを打ち込んで固定してもよい。 Here, the portion of the left and right beam coverings 30 that covers the sides (left and right) of the beam 2 is the "side covering portion" 31 below, and the portion that covers the lower part of the beam 2 is the "lower covering portion" below. It will be referred to as 32 and will be described. The side covering portion 31 and the lower covering portion 32 may be an integral member or may be separate members. Further, a specific method for fixing the beam coating 30 at the position shown in the drawing is arbitrary, and for example, a screw may be driven into the flange or ceiling of the beam 2 to fix the beam coating 30.

ここで、側方被覆部31における挿通管材10及び管材被覆20と対応する位置には、被覆孔33が形成されている。この被覆孔33は、挿通管材10及び管材被覆20を貫通させるための孔である。そして、被覆孔33の内径は、管材被覆20の外径と一致しており、図示のように被覆孔33の内周面が管材被覆20の外周面に接している。 Here, a covering hole 33 is formed at a position corresponding to the insertion pipe material 10 and the pipe material coating 20 in the side covering portion 31. The covering hole 33 is a hole for penetrating the insertion tube material 10 and the tube material coating 20. The inner diameter of the covering hole 33 coincides with the outer diameter of the pipe material coating 20, and the inner peripheral surface of the covering hole 33 is in contact with the outer peripheral surface of the pipe material coating 20 as shown in the drawing.

ここで、管材被覆20の端部(図2では左端部)が側方被覆部31よりも側方(図2では左方向)に突出している。そのため、管材被覆20の端部が側方被覆部31よりも側方に突出していない構成(具体的には、側方被覆部31を挿通管材10に当接させ、梁被覆30の端部(図2では左端部)を側方被覆部31(図2では側方被覆部31の右面)に当接させる構成)と比べて、梁被覆30を設置後にも管材被覆20を外から視認できる。したがって、管材被覆20と側方被覆部31との間に隙間がなく、保温及び耐火の連続性が保たれていることを目視で容易に確認でき、施工性及び保温耐火性能の向上を図ることができる。なお、梁被覆30の厚みや素材は管材被覆20と同様であるため詳細な説明を省略する。 Here, the end portion (left end portion in FIG. 2) of the pipe material coating 20 projects laterally (leftward in FIG. 2) from the side covering portion 31. Therefore, the end portion of the pipe material coating 20 does not protrude laterally from the side coating portion 31 (specifically, the side coating portion 31 is brought into contact with the insertion pipe material 10 and the end portion of the beam coating 30 (specifically, the end portion of the beam coating 30). Compared with the side covering portion 31 (the configuration in which the left end portion in FIG. 2 is brought into contact with the side covering portion 31 (the right surface of the side covering portion 31 in FIG. 2)), the pipe material coating 20 can be visually recognized even after the beam coating 30 is installed. Therefore, it is possible to easily visually confirm that there is no gap between the pipe material coating 20 and the side coating portion 31 and the continuity of heat retention and fire resistance is maintained, and the workability and heat retention and fire resistance performance are improved. Can be done. Since the thickness and material of the beam coating 30 are the same as those of the pipe coating 20, detailed description thereof will be omitted.

(構成−耐火構造−継手管材)
継手管材40は、挿通管材10の継手方向に沿って挿通管材10の端部に接続される管材である。具体的には、この継手管材40は、図示のように挿通管材10の軸方向延長線上に配置されており、挿通管材10の右端部と左端部に接続されている。ここで、本実施の形態の継手管材40は挿通管材10と同一径の円筒形の管材であるが、これに限らず任意の形状の管材を採用してよい。
(Structure-Fireproof structure-Coupling pipe material)
The joint pipe material 40 is a pipe material connected to the end portion of the insertion pipe material 10 along the joint direction of the insertion pipe material 10. Specifically, the joint pipe material 40 is arranged on the axial extension line of the insertion pipe material 10 as shown in the drawing, and is connected to the right end portion and the left end portion of the insertion pipe material 10. Here, the joint pipe material 40 of the present embodiment is a cylindrical pipe material having the same diameter as the insertion pipe material 10, but the joint pipe material 40 is not limited to this, and a pipe material of any shape may be adopted.

(構成−耐火構造−ニップル)
ニップル50は、挿通管材10と継手管材40とを接続する接続手段である。このニップル50は、図示のように挿通管材10と継手管材40との間の位置において、挿通管材10及び継手管材40の内部に収まるように配置されている。そして、このニップル50は、挿通管材10や継手管材40よりも一回り小さい径の管材であり、ニップル50の外周面が挿通管材10及び継手管材40の内周面に接している。そして、図示のように挿通管材10からニップル50に至るように貫通するビス50aと、継手管材40からニップル50に至るように貫通するビス50bが取り付けられることで、挿通管材10と継手管材40を間接的に接続している。なお、挿通管材10と継手管材40の径が異なる場合には、径違い継手(レジューサー)をニップル50の代わりに用いて挿通管材10と継手管材40を接続しても構わない。
(Structure-Fireproof structure-Nipple)
The nipple 50 is a connecting means for connecting the insertion pipe material 10 and the joint pipe material 40. As shown in the drawing, the nipple 50 is arranged so as to fit inside the insertion pipe material 10 and the joint pipe material 40 at a position between the insertion pipe material 10 and the joint pipe material 40. The nipple 50 is a pipe material having a diameter one size smaller than that of the insertion pipe material 10 and the joint pipe material 40, and the outer peripheral surface of the nipple 50 is in contact with the inner peripheral surface of the insertion pipe material 10 and the joint pipe material 40. Then, as shown in the drawing, the insertion pipe material 10 and the joint pipe material 40 are attached by attaching the screw 50a penetrating from the insertion pipe material 10 to the nipple 50 and the screw 50b penetrating from the joint pipe material 40 to the nipple 50. Indirectly connected. When the diameters of the insertion pipe material 10 and the joint pipe material 40 are different, the insertion pipe material 10 and the joint pipe material 40 may be connected by using a joint (reducer) having a different diameter instead of the nipple 50.

(構成−耐火構造−保温材)
保温材60は、継手管材40の内部を流動する空調空気の熱が、継手管材40の外部に逃げてしまうことを防止するための保温手段である。この保温材60は、主に、図示のように継手管材40の外周面に巻きつけられており、継手管材40の断熱性を高めている。そして、具体的には、保温材60は、継手管材40の外周面から管材被覆20の側端部に至るように取り付けられており、保温材60の一部が、図2に示すように管材被覆20の側端部に乗り上げている。このように保温材60が管材被覆20に乗り上げることで、保温材60が乗り上げていない場合、すなわち、管材被覆20の梁2側の端面(図2では右端面)が、管材被覆20の継手管材40側の端面(図2では左端面)に接している場合と比べて、管材被覆20と保温材60との密着性が向上し、保温性を高めることができる。特に、保温材60が乗り上げていない場合には、保温材60と管材被覆20との間の隙間により保温性能が低下してしまう可能性があるが、保温材60が乗り上げることで隙間が発生することを防止でき、保温性能が向上する。また、保温材60が乗り上げていることで、保温材60の梁2側の端部が管材被覆20の厚み分だけ外側に突出するので、この突出が有ることを視認することで、保温材60が適切に巻かれていることを簡易に確認することができる。また、好ましくは、本実施の形態のように保温材60における梁2と対向する側の端部(図2では右端部)が、梁被覆30における側方被覆部31に当接しているとよい。この場合には、保温材60が管材被覆20と梁被覆30の両方に接するので、保温材60による保温性能がさらに向上する。
(Structure-Fireproof structure-Heat insulation material)
The heat insulating material 60 is a heat insulating means for preventing the heat of the conditioned air flowing inside the joint pipe material 40 from escaping to the outside of the joint pipe material 40. The heat insulating material 60 is mainly wound around the outer peripheral surface of the joint pipe material 40 as shown in the drawing, and enhances the heat insulating property of the joint pipe material 40. Specifically, the heat insulating material 60 is attached so as to extend from the outer peripheral surface of the joint pipe material 40 to the side end portion of the pipe material coating 20, and a part of the heat insulating material 60 is a pipe material as shown in FIG. It rides on the side end of the coating 20. When the heat insulating material 60 rides on the pipe material coating 20 in this way, the end surface of the pipe material coating 20 on the beam 2 side (right end surface in FIG. 2) is the joint pipe material of the pipe material coating 20. Compared with the case where it is in contact with the end surface on the 40 side (the left end surface in FIG. 2), the adhesion between the pipe material coating 20 and the heat insulating material 60 is improved, and the heat retaining property can be improved. In particular, when the heat insulating material 60 does not ride on the heat insulating material 60, the heat insulating performance may deteriorate due to the gap between the heat insulating material 60 and the pipe material coating 20, but when the heat insulating material 60 rides on the heat insulating material 60, a gap is generated. This can be prevented and the heat retention performance is improved. Further, since the heat insulating material 60 is mounted on the beam 2, the end portion of the heat insulating material 60 on the beam 2 side protrudes outward by the thickness of the pipe material coating 20, and by visually recognizing the presence of this protrusion, the heat insulating material 60 Can be easily confirmed that is properly wound. Further, it is preferable that the end portion (right end portion in FIG. 2) of the heat insulating material 60 facing the beam 2 is in contact with the side covering portion 31 of the beam covering 30 as in the present embodiment. .. In this case, since the heat insulating material 60 is in contact with both the pipe material coating 20 and the beam coating 30, the heat insulating performance of the heat insulating material 60 is further improved.

(耐火構造の施工方法)
続いて、上述のように構成された耐火構造1の施工方法について説明する。なお、以下では施工方法の一例を説明するが、施工の手順や具体的な方法についてはこれに限らない。
(Construction method of fireproof structure)
Subsequently, the construction method of the fireproof structure 1 configured as described above will be described. An example of the construction method will be described below, but the construction procedure and the specific method are not limited to this.

まずは、建築物の梁2に梁貫通孔6を形成する。この梁貫通孔6は、上述したように梁2を設置した後にドリル等で形成してもよいし、梁貫通孔6を形成してから梁2を設置してもよい。この梁貫通孔6の径は、梁2の耐力を十分に維持できるような値を構造計算等で求める。 First, a beam through hole 6 is formed in the beam 2 of the building. The beam through hole 6 may be formed by a drill or the like after the beam 2 is installed as described above, or the beam 2 may be installed after the beam through hole 6 is formed. The diameter of the beam through hole 6 is determined by structural calculation or the like so that the proof stress of the beam 2 can be sufficiently maintained.

続いて、管材被覆20を、挿通管材10に巻きつけて固定する。固定の具体的な方法は任意であり、本実施の形態では接着剤を用いるが、これに限らずビスなどを用いて固定してもよい。このように巻きつける際には、上述したように、管材被覆20が巻きつけられていない部分を挿通管材10の左右両端部に設ける。このように管材被覆20が巻きつけられていない部分を設けるのは、後述するようにビス50aを取付ける際に、管材被覆20が邪魔となってしまうことを防止するためである。 Subsequently, the pipe material coating 20 is wound around the insertion pipe material 10 and fixed. The specific method of fixing is arbitrary, and an adhesive is used in the present embodiment, but the method is not limited to this, and fixing may be performed using screws or the like. When winding in this way, as described above, portions where the pipe material coating 20 is not wound are provided on the left and right ends of the insertion pipe material 10. The reason why the portion where the pipe material coating 20 is not wound is provided in this way is to prevent the pipe material coating 20 from becoming an obstacle when the screw 50a is attached as described later.

続いて、管材被覆20が巻きつけられた挿通管材10を、上述した梁貫通孔6に挿通する。そして、挿通管材10が、梁2のウェブ4を基準として左右対称となる位置で、挿通管材10を梁2に固定する。この固定の具体的な方法は任意で、例えば、管材被覆20と梁貫通孔6の内径との間に公知の取り付け用部材を介在させて固定してもよいし、梁2の上フランジ3からポールやワイヤ等で挿通管材10を吊り下げても構わない。 Subsequently, the insertion pipe material 10 around which the pipe material coating 20 is wound is inserted into the beam through hole 6 described above. Then, the insertion pipe material 10 is fixed to the beam 2 at a position symmetrical with respect to the web 4 of the beam 2. The specific method of this fixing is arbitrary, and for example, a known mounting member may be interposed between the pipe material coating 20 and the inner diameter of the beam through hole 6 to fix the beam, or from the upper flange 3 of the beam 2. The insertion tube material 10 may be suspended by a pole, a wire, or the like.

続いて、梁被覆30を設置する。なお、右側梁被覆30aと左側梁被覆30bはどちらを先に設置しても構わないが、以下では右側梁被覆30aから先に設置する場合について説明する。具体的には、まず梁被覆30を上フランジ3や例えば専用の溶接ピン等を用いて天井に留めて、上フランジ3から梁被覆30を吊り下げた状態とする。そして、次に梁被覆30に円形の孔を空けて、この孔に挿通管材10を挿通する。このように挿通する具体的な方法は任意であるが、以下ではその一例を説明する。まずは、梁被覆30の側方被覆部31を挿通管材10の左右方向端部に押し当てた状態で、挿通管材10の上半分の内径に沿って側方被覆部31にナイフを入れて、挿通管材10の上半分に対応する半円状に側方被覆部31を切り取る。次に、この半円状の孔に、挿通管材10の上半分を押し入れた状態で、続いて挿通管材10の下半分の外径に沿って側方被覆部31にナイフを入れて、挿通管材10の残りの下半分に対応する半円状に側方被覆部31を切り取って円形の孔とする。最後に、挿通管材10の残りの下半分も梁被覆30に挿通して、図1のように側方被覆部31を鉛直に垂れ下がる位置まで移動させる。 Subsequently, the beam covering 30 is installed. Either the right beam coating 30a or the left beam coating 30b may be installed first, but the case where the right beam coating 30a is installed first will be described below. Specifically, first, the beam coating 30 is fastened to the ceiling using the upper flange 3 or, for example, a dedicated welding pin, and the beam coating 30 is suspended from the upper flange 3. Then, a circular hole is made in the beam coating 30, and the insertion pipe material 10 is inserted into this hole. The specific method of inserting in this way is arbitrary, but an example thereof will be described below. First, in a state where the side covering portion 31 of the beam covering 30 is pressed against the left-right end portion of the insertion pipe material 10, a knife is inserted into the side covering portion 31 along the inner diameter of the upper half of the insertion pipe material 10 for insertion. The side covering portion 31 is cut out in a semicircular shape corresponding to the upper half of the pipe material 10. Next, in a state where the upper half of the insertion tube material 10 is pushed into the semicircular hole, a knife is inserted into the side covering portion 31 along the outer diameter of the lower half of the insertion tube material 10, and the insertion tube material 10 is inserted. The side covering portion 31 is cut out in a semicircular shape corresponding to the remaining lower half of 10 to form a circular hole. Finally, the remaining lower half of the insertion tube material 10 is also inserted into the beam coating 30, and the side covering portion 31 is moved to a position where it hangs vertically as shown in FIG.

このように本実施の形態では上半分と下半分の2段階に分けて側方被覆部31を切り取ることで、挿通管材10の挿通を簡易に行うことが可能であり、かつ側方被覆部31の孔と挿通管材10の外径との間に隙間ができてしまうことを防止でき、耐火性能の低下を抑止できる。ただし、このように2段階に分けて切り取らなくてもよく、初めから円形となるように挿通管材10の内径や外径に沿うように側方被覆部31を切り取ってもよい。なお、側方被覆部31を挿通管材10の内径に沿って切り取った場合には、挿通管材10の外径に管材被覆20の厚みを加えた径よりも小さいが、梁被覆30自体が柔軟で伸縮性のある素材であれば、側方被覆部31の孔を広げながら挿通できる。あるいは、必要に応じて孔を拡張するように切り取っても構わない。 As described above, in the present embodiment, the side covering portion 31 can be easily inserted by cutting the side covering portion 31 in two stages of the upper half and the lower half, and the side covering portion 31 can be easily inserted. It is possible to prevent a gap from being formed between the hole of the hole and the outer diameter of the insertion tube material 10, and it is possible to prevent deterioration of fire resistance performance. However, it is not necessary to cut the side covering portion 31 in two stages in this way, and the side covering portion 31 may be cut along the inner diameter and the outer diameter of the insertion pipe material 10 so as to be circular from the beginning. When the side covering portion 31 is cut along the inner diameter of the insertion pipe material 10, it is smaller than the diameter obtained by adding the thickness of the pipe material coating 20 to the outer diameter of the insertion pipe material 10, but the beam coating 30 itself is flexible. If it is a stretchable material, it can be inserted while widening the hole of the side covering portion 31. Alternatively, it may be cut so as to expand the hole if necessary.

このように梁被覆30の側方被覆部31の孔に挿通管材10を通した後に、梁被覆30の下方を梁2の下フランジ5に沿うように折り曲げて下方被覆部32とし、下方被覆部32を下フランジ5に固定する。 After passing the insertion pipe material 10 through the hole of the side covering portion 31 of the beam covering 30 in this way, the lower part of the beam covering 30 is bent along the lower flange 5 of the beam 2 to form the lower covering portion 32, and the lower covering portion is formed. 32 is fixed to the lower flange 5.

そして、この下方被覆部32を梁2の下フランジ5に固定する。このような梁被覆30の設置作業を、左側梁被覆30bでも同様に行う。なお、左右の被覆部のそれぞれの下方被覆部32は、相互に重ね合わせた状態でビス等により固定することで、被覆部の隙間ができてしまうことを防止でき、耐火性能をさらに向上できる。また、本実施の形態ではこのように梁2の左右の梁被覆30を別々に設置する方法を説明したが、これに限らず、左右の梁被覆30を一体に形成してもよい。 Then, the lower covering portion 32 is fixed to the lower flange 5 of the beam 2. The installation work of the beam covering 30 is performed in the same manner on the left beam covering 30b. By fixing the lower covering portions 32 of the left and right covering portions with screws or the like in a state of being overlapped with each other, it is possible to prevent a gap between the covering portions from being formed, and the fire resistance performance can be further improved. Further, in the present embodiment, the method of separately installing the left and right beam coverings 30 of the beam 2 has been described, but the present invention is not limited to this, and the left and right beam coverings 30 may be integrally formed.

続いて、挿通管材10の端部にニップル50を設置する。具体的には、挿通管材10の端部にニップル50を挿通し、このようにニップル50を挿通した状態で挿通管材10からニップル50に至るようにビス50aを打ち込み、挿通管材10とニップル50とを接続する。なお、この際に、挿通管材10の左右方向端部(すなわち、ビス50aを打ち込む部分)には管材被覆20は位置していないので、ビス50aを好適に打ち込むことが可能である。 Subsequently, the nipple 50 is installed at the end of the insertion tube material 10. Specifically, the nipple 50 is inserted through the end of the insertion tube material 10, and with the nipple 50 inserted in this way, the screw 50a is driven so as to reach the nipple 50 from the insertion tube material 10, and the insertion tube material 10 and the nipple 50 To connect. At this time, since the pipe material coating 20 is not located at the left-right end portion of the insertion pipe material 10 (that is, the portion where the screw 50a is driven), the screw 50a can be preferably driven.

続いて、ニップル50の端部に継手管材40を接続する。具体的には、継手管材40の端部をニップル50に挿通し、このようにニップル50に挿通した状態で継手管材40からニップル50に至るようにビス50bを打ち込み、継手管材40とニップル50とを接続する。 Subsequently, the joint pipe material 40 is connected to the end of the nipple 50. Specifically, the end portion of the joint pipe material 40 is inserted into the nipple 50, and in the state of being inserted into the nipple 50 in this way, the screw 50b is driven so as to reach the nipple 50 from the joint pipe material 40, and the joint pipe material 40 and the nipple 50 To connect.

最後に、保温材60を設置する。具体的には、図2に示す用に、保温材60を、継手管材40の外周面から、管材被覆20の側端部に乗り上げるように配置した状態で、ビス等を用いて継手管材40や挿通管材10に対して固定する。この際に、本実施の形態では、保温材60は、管材被覆20や梁被覆30に接しているのみであって、固定や接着等されていないが、ビス等を用いて固定したり、接着剤等で接着しても構わない。 Finally, the heat insulating material 60 is installed. Specifically, as shown in FIG. 2, the heat insulating material 60 is arranged so as to ride on the side end portion of the pipe material coating 20 from the outer peripheral surface of the joint pipe material 40, and the joint pipe material 40 or the like is used with screws or the like. It is fixed to the insertion pipe material 10. At this time, in the present embodiment, the heat insulating material 60 is only in contact with the pipe material coating 20 and the beam coating 30, and is not fixed or adhered, but is fixed or adhered using screws or the like. It may be adhered with an agent or the like.

(実施例について)
本実施例では、管材被覆20及び梁被覆30に用いられる被覆材の厚みを変更し、耐火性能を求める実験を行った。なお、これらの被覆材としてはニチアス株式会社製のマキベエ(登録商標)を用いた。また、耐火性能の検証としては、平成12年建設省告示第1433号「耐火性能検証法」のルートCに準拠して実施した。
(About examples)
In this example, an experiment was conducted in which the thickness of the coating material used for the pipe material coating 20 and the beam coating 30 was changed to obtain the fire resistance performance. As these covering materials, Makibee (registered trademark) manufactured by Nichias Corporation was used. In addition, the verification of fire resistance was carried out in accordance with Route C of the Ministry of Construction Notification No. 1433 "Fire Protection Verification Law" of 2000.

耐火実験は2回に分けて行った。図3(a)は、第一回耐火実験の結果を示す表、図3(b)は、第二回耐火実験の結果を示す表である。まずは、第一回耐火実験を実施した。この第一回耐火実験では、図3(a)に示すように、3種類の梁(試験体T1(H−396×199×7×11)、試験体T2(H−350×150×6.5×9)、試験体T3(H−150×150×7×10))に被覆材を巻きつけて耐火実験を実施した。この際の被覆材の厚みは、試験体T1、T3では20mmとし、試験体T2では40mmとした。結果としては、試験体T2では合格基準値(鉄骨温度550℃以下)を満たし、試験体T1、T3では合格基準値を満たさなかった。これらの試験体T1、T3では、被覆材が20mmと薄すぎたことが要因と考えられる。 The fire resistance test was conducted in two parts. FIG. 3 (a) is a table showing the results of the first fire resistance experiment, and FIG. 3 (b) is a table showing the results of the second fire resistance experiment. First, the first fire resistance experiment was carried out. In this first fire resistance experiment, as shown in FIG. 3A, three types of beams (test body T1 (H-396 × 199 × 7 × 11) and test body T2 (H-350 × 150 × 6. A fire resistance test was carried out by wrapping a covering material around 5 × 9) and the test body T3 (H-150 × 150 × 7 × 10). At this time, the thickness of the covering material was 20 mm for the test bodies T1 and T3 and 40 mm for the test body T2. As a result, the test body T2 satisfied the pass standard value (steel frame temperature 550 ° C. or lower), and the test bodies T1 and T3 did not meet the pass standard value. In these test bodies T1 and T3, it is considered that the cause is that the coating material was too thin as 20 mm.

続いて、第二回耐火実験を実施した。第二回耐火実験では、図3(b)に示すように、第一回耐火実験にて合格基準値を満たさなかった試験体T1、T3に加えて、新たに試験体T4(H−450×250×12×19)も加えて耐火実験を実施した。この際の被覆材の厚みは、試験体T1は25mm、試験体T3は40mmに変更し、試験体T4は25mmとした。結果としては、試験体T3ではまたも合格基準値を満たさなかったものの、試験体T1、T4では合格基準値(鉄骨温度550℃以下)を満たした。このように、梁のサイズにもよるが、被覆材の厚みを従来の40mmから25mmに薄型化したとしても、合格基準値を満たすことがわかる。 Subsequently, the second fire resistance experiment was carried out. In the second fire resistance test, as shown in FIG. 3 (b), in addition to the test bodies T1 and T3 that did not meet the acceptance criteria in the first fire resistance test, a new test body T4 (H-450 ×) A fire resistance experiment was also carried out by adding 250 × 12 × 19). At this time, the thickness of the covering material was changed to 25 mm for the test body T1, 40 mm for the test body T3, and 25 mm for the test body T4. As a result, although the test body T3 did not meet the pass standard value again, the test bodies T1 and T4 satisfied the pass standard value (steel frame temperature of 550 ° C. or less). As described above, although it depends on the size of the beam, it can be seen that even if the thickness of the covering material is reduced from the conventional 40 mm to 25 mm, the acceptance standard value is satisfied.

(実施の形態の効果)
このように、本実施の形態の耐火構造1及び耐火構造1の施工方法によれば、梁貫通孔6の内部に保温材60を介在させていないので、保温材60の厚み分の梁せい増大やダクト径縮小を抑止でき、階高の増大を抑止しつつ、空調性能の低下を抑止することができる。
(Effect of embodiment)
As described above, according to the construction method of the fireproof structure 1 and the fireproof structure 1 of the present embodiment, the heat insulating material 60 is not interposed inside the beam through hole 6, so that the beam thickness is increased by the thickness of the heat insulating material 60. It is possible to suppress the reduction of the duct diameter and the decrease of the air conditioning performance while suppressing the increase of the floor height.

また、保温材60の少なくとも一部が管材被覆20の側端部に乗り上げているので、梁貫通孔6の内部に保温材60を介在させないことに伴って、管材被覆20と保温材60との継目に保温の連続性が断たれることを防止でき、保温性能が向上すると共に、保温材60の好適に設置できていることを目視で容易に確認でき、施工性が向上する。 Further, since at least a part of the heat insulating material 60 rides on the side end portion of the pipe material coating 20, the pipe material coating 20 and the heat insulating material 60 are combined with each other by not interposing the heat insulating material 60 inside the beam through hole 6. It is possible to prevent the continuity of heat retention from being interrupted at the seams, improve the heat retention performance, and easily visually confirm that the heat insulation material 60 is properly installed, which improves workability.

また、保温材60における端部が、梁被覆30における側方を覆う部分に当接するので、管材被覆20と保温材60との継目によって保温の連続性が断たれることをさらに防止でき、保温性能がさらに向上する。 Further, since the end portion of the heat insulating material 60 abuts on the side covering portion of the beam coating 30, it is possible to further prevent the continuity of heat retaining from being interrupted by the joint between the pipe material coating 20 and the heat insulating material 60, and the heat insulating material 60 can be further prevented from being interrupted. Performance is further improved.

また、管材被覆20は乾式巻付け耐火被覆であるので、耐火被覆の切り貼りによる簡易な方法で管材被覆20を施工でき、耐火構造1の施工性が向上する。 Further, since the pipe material coating 20 is a dry-wound fireproof coating, the pipe material coating 20 can be applied by a simple method of cutting and pasting the fireproof coating, and the workability of the fireproof structure 1 is improved.

〔III〕実施の形態に対する変形例
以上、本発明に係る実施の形態について説明したが、本発明の具体的な構成及び手段は、特許請求の範囲に記載した各発明の技術的思想の範囲内において、任意に改変及び改良することができる。以下、このような変形例について説明する。
[III] Modifications to the Embodiment The embodiments according to the present invention have been described above, but the specific configuration and means of the present invention are within the scope of the technical idea of each invention described in the claims. Can be arbitrarily modified and improved. Hereinafter, such a modification will be described.

(解決しようとする課題や発明の効果について)
まず、発明が解決しようとする課題や発明の効果は、上述の内容に限定されるものではなく、発明の実施環境や構成の細部に応じて異なる可能性があり、上述した課題の一部のみを解決したり、上述した効果の一部のみを奏することがある。
(About the problem to be solved and the effect of the invention)
First, the problem to be solved by the invention and the effect of the invention are not limited to the above-mentioned contents, and may differ depending on the implementation environment and the details of the configuration of the invention, and only a part of the above-mentioned problems. Or may produce only some of the effects described above.

(寸法や材料について)
発明の詳細な説明や図面で説明した耐火構造1の各部の寸法、形状、材料、比率等は、あくまで例示であり、その他の任意の寸法、形状、材料、比率等とすることができる。
(About dimensions and materials)
The dimensions, shape, material, ratio, etc. of each part of the fireproof structure 1 described in the detailed description of the invention and the drawings are merely examples, and other arbitrary dimensions, shapes, materials, ratios, etc. can be used.

(保温材について)
本実施の形態では、保温材60が管材被覆20に乗り上げているが、これに限らず、保温材60の端面と管材被覆20の端面が接触していてもよい。また、本実施の形態では保温材60の端面が梁被覆30に接しているが、これに限らず、保温材60が梁被覆30に接していなくてもよい。また、本実施の形態では管材被覆20の周囲には保温材60を巻きつけていないが、梁貫通孔6の内部に保温材60を介在させない限り、例えば梁貫通孔6の内部以外の部分に必要に応じて保温材60を巻きつけても構わない。
(About heat insulating material)
In the present embodiment, the heat insulating material 60 rides on the pipe material coating 20, but the present invention is not limited to this, and the end face of the heat insulating material 60 and the end face of the pipe material coating 20 may be in contact with each other. Further, in the present embodiment, the end face of the heat insulating material 60 is in contact with the beam coating 30, but the present invention is not limited to this, and the heat insulating material 60 may not be in contact with the beam coating 30. Further, in the present embodiment, the heat insulating material 60 is not wrapped around the pipe material coating 20, but unless the heat insulating material 60 is interposed inside the beam through hole 6, for example, in a portion other than the inside of the beam through hole 6. If necessary, the heat insulating material 60 may be wrapped around the heat insulating material 60.

(梁被覆について)
本実施の形態では、梁被覆30の側方被覆部31を鉛直方向に沿って配置したが、これに限らず、例えば梁2のフランジやウェブ4に沿うように配置しても構わない。
(About beam coating)
In the present embodiment, the side covering portion 31 of the beam covering 30 is arranged along the vertical direction, but the present invention is not limited to this, and for example, it may be arranged along the flange of the beam 2 or the web 4.

(付記)
付記1の耐火構造は、梁のウェブに形成された梁貫通孔に挿通された挿通管材と、前記挿通管材の外周面に貼り付けられた管材側耐火被覆と、前記梁の側方及び下方を覆う梁側耐火被覆であって、前記梁の側方を覆う部分に、前記挿通管材及び前記管材側耐火被覆を貫通させた梁側耐火被覆と、前記挿通管材の継手方向に沿って前記挿通管材の端部に接続される継手管材と、を備え、前記梁貫通孔の内部に保温材を介在させていない。
(Additional note)
The fireproof structure of Appendix 1 includes an insertion pipe material inserted into a beam through hole formed in the web of the beam, a pipe material side fireproof coating attached to the outer peripheral surface of the insertion pipe material, and lateral and downward parts of the beam. The beam-side fireproof coating that covers the side of the beam, the beam-side fireproof coating that penetrates the insertion pipe material and the pipe material side fireproof coating, and the insertion pipe material along the joint direction of the insertion pipe material. A joint pipe material connected to the end portion of the beam is provided, and a heat insulating material is not interposed inside the beam through hole.

付記2の耐火構造は、付記1に記載の耐火構造において、前記継手管材の外周面から前記管材側耐火被覆の側端部に至るように取り付けられた保温材を備え、当該保温材の少なくとも一部が前記管材側耐火被覆の側端部に乗り上げている。 The fireproof structure of Appendix 2 includes, in the fireproof structure of Appendix 1, a heat insulating material attached so as to extend from the outer peripheral surface of the joint pipe material to the side end of the pipe material side fireproof coating, and at least one of the heat insulating materials. The portion rides on the side end portion of the fireproof coating on the pipe material side.

付記3の耐火構造は、付記1又は2に記載の耐火構造において、前記保温材における前記梁と対向する側の端部が、前記梁側耐火被覆における前記梁の側方を覆う部分に当接する。 In the fireproof structure of Appendix 3, in the fireproof structure according to Appendix 1 or 2, the end of the heat insulating material on the side facing the beam abuts on the portion of the beam side fireproof coating that covers the side of the beam. ..

付記4の耐火構造は、付記1から3のいずれか一項に記載の耐火構造において、前記管材側耐火被覆は、乾式巻付け耐火被覆である。 The fireproof structure of Appendix 4 is the fireproof structure according to any one of Appendix 1 to 3, and the pipe material side fireproof coating is a dry winding fireproof coating.

付記5の耐火構造の施工方法は、梁のウェブに形成された梁貫通孔に挿通管材を挿通する挿通管材挿通ステップと、前記挿通管材の外周面に管材側耐火被覆を貼り付ける管材側耐火被覆貼付ステップと、前記梁の側方及び下方を梁側耐火被覆で覆う梁側耐火被覆設置ステップであって、前記梁の側方を覆う部分に、前記挿通管材及び前記管材側耐火被覆を貫通させる梁側耐火被覆設置ステップと、前記挿通管材の継手方向に沿って前記挿通管材の端部に継手管材を接続する継手管材接続ステップと、を含み、前記梁貫通孔の内部に保温材を介在させない。 The method of constructing the fireproof structure of Appendix 5 includes a step of inserting the insertion pipe material into the beam through hole formed in the web of the beam and a pipe material side fireproof coating for attaching the pipe material side fireproof coating to the outer peripheral surface of the insertion pipe material. The sticking step and the beam-side fire-resistant coating installation step in which the side and the lower side of the beam are covered with the beam-side fire-resistant coating, and the insertion pipe material and the pipe material-side fire-resistant coating are penetrated through the portion covering the side of the beam. A beam-side fireproof coating installation step and a joint pipe material connecting step for connecting the joint pipe material to the end of the insertion pipe material along the joint direction of the insertion pipe material are included, and no heat insulating material is interposed inside the beam through hole. ..

(付記の効果)
付記1に記載の耐火構造、及び付記5に記載の耐火構造の施工方法によれば、梁貫通孔の内部に保温材を介在させていないので、保温材の厚み分の梁せい増大やダクト径縮小を抑止でき、階高の増大を抑止しつつ、空調性能の低下を抑止することができる。
(Effect of appendix)
According to the construction method of the fireproof structure described in Appendix 1 and the fireproof structure described in Appendix 5, since the heat insulating material is not interposed inside the beam through hole, the beam thickness is increased by the thickness of the heat insulating material and the duct diameter is increased. Shrinkage can be suppressed, and while the increase in floor height can be suppressed, the deterioration of air conditioning performance can be suppressed.

付記2に記載の耐火構造によれば、保温材の少なくとも一部が管材側耐火被覆の側端部に乗り上げているので、梁貫通孔の内部に保温材を介在させないことに伴って、管材側耐火被覆と保温材との継目に保温の連続性が断たれることを防止でき、保温性能が向上すると共に、保温材の好適に設置できていることを目視で容易に確認でき、施工性が向上する。 According to the fireproof structure described in Appendix 2, at least a part of the heat insulating material rides on the side end of the fireproof coating on the pipe material side, so that the heat insulating material is not interposed inside the beam through hole, and the pipe material side. It is possible to prevent the continuity of heat retention from being interrupted at the joint between the fireproof coating and the heat insulating material, improve the heat retaining performance, and easily visually confirm that the heat insulating material is properly installed, improving workability. improves.

付記3に記載の耐火構造によれば、保温材における端部が、梁側耐火被覆における側方を覆う部分に当接するので、管材側耐火被覆と保温材との継目によって保温の連続性が断たれることをさらに防止でき、保温性能がさらに向上する。 According to the fireproof structure described in Appendix 3, since the end portion of the heat insulating material abuts on the side covering portion of the beam side fireproof coating, the continuity of heat insulation is interrupted by the joint between the pipe material side fireproof coating and the heat insulating material. It is possible to further prevent dripping, and the heat retention performance is further improved.

付記4に記載の耐火構造によれば、管材側耐火被覆は乾式巻付け耐火被覆であるので、耐火被覆の切り貼りによる簡易な方法で管材側耐火被覆を施工でき、耐火構造の施工性が向上する。

According to the fireproof structure described in Appendix 4, since the fireproof coating on the pipe material side is a dry-wrapped fireproof coating, the fireproof coating on the pipe material side can be applied by a simple method of cutting and pasting the fireproof coating, and the workability of the fireproof structure is improved. ..

1 耐火構造
2 梁
3 上フランジ
4 ウェブ
5 下フランジ
6 梁貫通孔
10 挿通管材
20 管材被覆
30 梁被覆
30a 右側梁被覆
30b 左側梁被覆
31 側方被覆部
32 下方被覆部
33 被覆孔
40 継手管材
50 ニップル
50a、50b ビス
60 保温材

1 Fireproof structure 2 Beam 3 Upper flange 4 Web 5 Lower flange 6 Beam through hole 10 Insertion pipe material 20 Pipe material coating 30 Beam coating 30a Right beam coating 30b Left beam coating 31 Side coating part 32 Lower coating part 33 Coating hole 40 Joint pipe material 50 Nipple 50a, 50b Screw 60 Insulation material

Claims (4)

梁のウェブに形成された梁貫通孔に挿通された挿通管材と、
前記挿通管材の外周面に貼り付けられた管材側耐火被覆と、
前記梁の側方及び下方を覆う梁側耐火被覆であって、前記梁の側方を覆う部分に、前記挿通管材及び前記管材側耐火被覆を貫通させた梁側耐火被覆と、
前記挿通管材の継手方向に沿って前記挿通管材の端部に接続される継手管材と、
前記継手管材の外周面から前記管材側耐火被覆の側端部に至るように取り付けられた保温材と、を備え、
前記保温材の少なくとも一部が前記管材側耐火被覆の側端部に乗り上げており、
前記保温材における前記梁と対向する側の端部が、前記梁側耐火被覆における前記梁の側方を覆う部分に当接する、
耐火構造。
Insertion pipe material inserted into the beam through hole formed in the web of the beam,
The fireproof coating on the pipe material side attached to the outer peripheral surface of the insertion pipe material,
A beam-side fireproof coating that covers the sides and the bottom of the beam, and a beam-side fireproof coating that penetrates the insertion pipe material and the pipe material-side fireproof coating in a portion that covers the side of the beam.
A joint pipe material connected to an end portion of the insertion pipe material along the joint direction of the insertion pipe material, and a joint pipe material.
A heat insulating material attached so as to extend from the outer peripheral surface of the joint pipe material to the side end portion of the fireproof coating on the pipe material side is provided.
At least a part of the heat insulating material rides on the side end portion of the fireproof coating on the pipe material side.
The end of the heat insulating material on the side facing the beam comes into contact with the portion of the beam-side refractory coating that covers the side of the beam.
Fireproof structure.
前記管材側耐火被覆は、乾式巻付け耐火被覆である、
請求項1に記載の耐火構造。
The pipe material side fireproof coating is a dry winding fireproof coating.
The fireproof structure according to claim 1.
梁のウェブに形成された梁貫通孔に挿通管材を挿通する挿通管材挿通ステップと、
前記挿通管材の外周面に管材側耐火被覆を貼り付ける管材側耐火被覆貼付ステップと、
前記梁の側方及び下方を梁側耐火被覆で覆う梁側耐火被覆設置ステップであって、前記梁の側方を覆う部分に、前記挿通管材及び前記管材側耐火被覆を貫通させる梁側耐火被覆設置ステップと、
前記挿通管材の継手方向に沿って前記挿通管材の端部に継手管材を接続する継手管材接続ステップと、
前記継手管材の外周面から前記管材側耐火被覆の側端部に至るように保温材を取り付ける保温材取付ステップと、を含み、
前記保温材の少なくとも一部が前記管材側耐火被覆の側端部に乗り上げおり、
前記保温材における前記梁と対向する側の端部が、前記梁側耐火被覆における前記梁の側方を覆う部分に当接する、
耐火構造の施工方法。
An insertion pipe material insertion step for inserting the insertion pipe material into the beam through hole formed in the web of the beam, and
The step of attaching the fireproof coating on the pipe material side and the step of attaching the fireproof coating on the pipe material side to the outer peripheral surface of the insertion pipe material.
A beam-side fire-resistant coating that covers the sides and the bottom of the beam with a beam-side fire-resistant coating. Installation steps and
A joint pipe material connecting step for connecting the joint pipe material to the end of the insertion pipe material along the joint direction of the insertion pipe material, and
Includes a heat insulating material mounting step for mounting the heat insulating material from the outer peripheral surface of the joint pipe material to the side end portion of the fireproof coating on the pipe material side.
At least a part of the heat insulating material rides on the side end portion of the fireproof coating on the pipe material side.
The end of the heat insulating material on the side facing the beam comes into contact with the portion of the beam-side refractory coating that covers the side of the beam.
Construction method of fireproof structure.
前記挿通管材は、円筒形であり、
前記梁側耐火被覆設置ステップにおいては、
前記梁側耐火被覆における前記梁の側方を覆う部分に、前記挿通管材を挿通するための挿通孔を設ける第1ステップと、
前記第1ステップで設けた前記挿通孔に前記挿通管材を挿通する第2ステップと、を含み、
前記第1ステップにおいては、
前記挿通管材の端部を前記梁側耐火被覆における前記梁の側方を覆う部分に押し当てた状態で、前記梁側耐火被覆において、前記挿通管材の端部における上半分に対応する半円状の孔を形成し、この後に、前記梁側耐火被覆において、前記挿通管材の端部における下半分に対応する半円状の孔を形成することにより、前記挿通孔を設ける、
請求項3に記載の耐火構造の施工方法。
The insertion tube material has a cylindrical shape and has a cylindrical shape.
In the beam-side fireproof coating installation step,
The first step of providing an insertion hole for inserting the insertion pipe material in a portion of the beam-side fireproof coating that covers the side of the beam, and
A second step of inserting the insertion tube material into the insertion hole provided in the first step is included.
In the first step,
In a state where the end portion of the insertion tube member pressed against the portion covering the side of the beam in the beam-side fireproofing, in the beam-side fireproofing, semicircular corresponding to the upper half of an end portion of the insertion tube member the hole is formed, after which, before Kihari side fireproofing, by forming a semicircular hole corresponding to the lower half at the end of the insertion tube member, providing the insertion hole,
The method for constructing a fireproof structure according to claim 3.
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