JP6505433B2 - Fireproof roof - Google Patents

Fireproof roof Download PDF

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JP6505433B2
JP6505433B2 JP2014254102A JP2014254102A JP6505433B2 JP 6505433 B2 JP6505433 B2 JP 6505433B2 JP 2014254102 A JP2014254102 A JP 2014254102A JP 2014254102 A JP2014254102 A JP 2014254102A JP 6505433 B2 JP6505433 B2 JP 6505433B2
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steel
bolt
building
roof
viaduct
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JP2016113836A (en
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大介 石丸
大介 石丸
大輔 金島
大輔 金島
登喜夫 大野
登喜夫 大野
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East Japan Railway Co
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Description

本発明は、高架橋の橋桁下方に設けられる耐火屋根に関する。   The present invention relates to a fireproof roof provided below a bridge girder of a viaduct.

高架橋の橋桁下方に形成される空間には、駅舎や商業施設となる建築物(以下高架下建築物)が設けられることがある。高架下建築物は、法令上、都市計画区域に応じた準耐火建築物ないし耐火建築物とする必要があり、火災時に炎が燃え広がるのを防ぐための防火区画を建物内の用途に応じて設ける必要がある。防火区画の方法としては、鉄骨からなる小屋組みの上に耐火屋根を載せる、地上から橋桁にかけて防火壁を設置する、といったものがある。しかし、小屋組みに耐火屋根を載せる方法の場合、高架橋が低くて空頭が取れず、小屋組みが困難となる場合があった。一方、地上から橋桁にかけて防火壁を設ける方法の場合、高架橋の躯体形状が複雑で設置が困難になる場合があった。   In the space formed under the bridge girder of the viaduct, there may be provided a station building or a building serving as a commercial facility (hereinafter referred to as an elevated building). Under the elevated building, the law requires that the building be a quasi-refractory building or fire-resistant building according to the city planning area, and a fire protection section to prevent the spread of flames at the time of fire depending on the application in the building Need to be provided. As a method of the fire protection compartment, there is a method of placing a fireproof roof on a steel frame shed and installing a fire wall from the ground to a bridge girder. However, in the case of the method of mounting a fireproof roof on a shed, there was a case that the viaduct was low and an empty head could not be taken, making the shed difficult. On the other hand, in the case of the method of providing a fire wall from the ground to the bridge girder, the shape of the viaduct of the viaduct may be complicated and the installation may be difficult.

ところで、高架下建築物には、高架橋の躯体の劣化により雨水が落ちてくることがある。このため、従来、橋桁の下に防水屋根を吊り下げることにより、躯体から落ちてきた雨水が建築物内に入り込むのを防ぐといったことが行われている。そこで、近年、この防水屋根を設置する際、葺き材に耐火性能を具備したものを用いることにより、防水屋根を耐火区画としても利用する技術が提案されている。具体的には、高架橋の躯体或いは耐火被覆を施した鉄骨躯体から垂下するボルトの下端部に山形鋼を、軸が水平となるように、かつ断面形状が鉛直方向に延設される部位と水平方向に延設される部位とでL字状となるように溶接し、その水平方向に延設される部位に、シートスタットをボルト部が下方を向くように取り付け、そのボルト部に葺き材をナット止めする、というものである(特許文献1参照)。   By the way, rainwater may fall by the deterioration of the frame of the viaduct under the overpass building. For this reason, conventionally, by suspending a waterproof roof under a bridge girder, it is performed that rainwater dropped from a frame is prevented from entering the building. So, in recent years, when installing this waterproofing roof, the technique which utilizes a waterproofing roof also as a fireproof division is proposed by using what equipped the fireproof material with the fireproof material. Specifically, an angle steel is attached to the lower end of a bolt hanging from a high-crosslinked housing or a fireproof coated steel frame, and the horizontal section and horizontal portion of the cross-sectional shape so that the axis is horizontal. It is welded in an L-shape with the part extending in the direction, and the seat stat is attached to the part extending in the horizontal direction so that the bolt part faces downward, and the loosening material is attached to the bolt part It is said that a nut stop is carried out (refer to patent documents 1).

特開2014−051792号公報Unexamined-Japanese-Patent No. 2014-051792

葺き材の取り付けには多数のシートスタットが必要となる。また、各シートスタットは山形鋼に等間隔で取り付ける必要がある。このため、山形鋼に取り付け位置を決めるための墨出しや、個々のシートスタットの取り付け等の作業に手間がかかっていた。また、母屋から垂下するボルトに山形鋼を取り付ける場合には、ボルトに山形鋼を溶接する作業を高所で行う必要も生じるため、更に手間のかかるものとなっていた。
更に、シートスタットは葺き材を取り付けるための専用の部材であり、標準的なボルトやねじ等の部材に比べて高価であるため、耐火屋根の設置コストを押し上げる要因となっていた。
A large number of seat stats are required to attach the lumber. In addition, each seat stat needs to be attached to the angle steel at equal intervals. For this reason, it took time and labor for the operation such as inking for determining the mounting position on the angle steel, and mounting of each seat stat. Moreover, when attaching an angle steel to the bolt which hangs down from a main building, since it also becomes necessary to do the work which welds an angle steel to a bolt at a high place, it had taken time and effort.
Furthermore, the seat stat is a dedicated member for attaching the lumber, and is expensive as compared to a member such as a standard bolt or screw, which has increased the installation cost of the fireproof roof.

本発明は、上記課題に鑑みてなされたもので、防水屋根を利用した防火区画を、容易かつ低コストで施工できるようにすることを目的とする。   This invention is made in view of the said subject, and an object of this invention is to enable it to construct the fire protection division using a waterproof roof easily and at low cost.

上記課題を解決するため、本発明は、前記高架橋又は前記建築物の躯体下面から垂下するボルト部と、棒状をなすとともに上面にボルト穴が形成され、前記ボルト部が前記ボルト穴に通されつつナット留めされることで、記躯体の下に900mm以下の間隔を開けて互いに並行となるように配置された複数の葺き材取付鋼材と、下面が断熱材で覆われた板状をなし、前記複数の葺き材取付鋼材に固定された葺き材と、を備え、前記葺き材取付鋼材は、下面に第一の穴が軸方向に沿って所定間隔を空けて複数形成され、前記葺き材は、複数の第二の穴がそれぞれ所定位置に形成され、ねじ又はボルトが前記第一の穴及び前記第二の穴に通されつつ留められることで前記葺き材取付鋼材の下面に固定されていることを特徴とする。 To solve the above problems, the present invention includes a bolt portion depending from precursor underside of the viaduct or the building, the bolt holes are formed on the upper surface with to such a rod-shaped, passing the bolt portion into the bolt hole by being a nut fastened while being, a plurality of roofing material attached steel which is arranged so as to be parallel to each other to open the following intervals 900mm below the previous Kimukuro body, a plate-like lower surface is covered with a heat insulating material None of the previous SL includes a plurality of roofing material attached steel roofing fixed to member, and the roofing material attached steel, the first hole is formed in plurality at predetermined intervals along the axial direction on the lower surface, In the lumber, a plurality of second holes are respectively formed at predetermined positions, and a screw or a bolt is passed through the first hole and the second hole while being fastened to the lower surface of the lumber mounting steel material. It characterized that you have been fixed.

従来であれば、山形鋼を用い、山形鋼をボルト部に溶接して取り付けた後、山形鋼にシートスタットを取り付けるための墨出しを行い、多数のシートスタットを山形鋼に取り付けた後、葺き材の取付を行う必要があったが、本発明によれば、予めボルト穴の空けられた一本の部材を取り付けるだけで、複数のシートスタットの代わりになるので、墨出し工程や個々のシートスタットの取り付け工程を省くことができる。
また、シートスタットのように、鋼材に嵌めて取り付ける部材を介さず、葺き材を葺き材取付鋼材に直接ボルト止めするので、屋根の強度を高めることができる。
また、躯体から垂下するボルト部に葺き材取付鋼材を溶接する作業を省くことができるので、設置作業を一層容易かつ低コストで行うことができる。
Conventionally, after using an angle steel, welding and attaching an angle steel to a bolt portion, marking for attaching a sheet stat to the angle steel is performed, and a number of sheet stats are attached to the angle steel, and then unlined. Although it was necessary to mount the material, according to the present invention, only one pre-drilled bolted member can be used in place of a plurality of seat stats, so that the inking process and individual sheets can be performed. The mounting process of the stat can be omitted.
Further, as in the seat stat, since the lumber is directly bolted to the lumber mounting steel without using a member fitted and attached to the steel, the strength of the roof can be enhanced.
In addition, since the work of welding the steel attachment steel material to the bolt portion hanging down from the housing can be omitted, the installation work can be performed more easily and at low cost.

なお、上記発明において、前記高架橋との間に補強鋼材が設けられているものとしてもよい。
このようにすれば、耐火屋根を補強することができる。
In the above-mentioned invention, it is good also as what is provided with reinforcing steel between the above-mentioned high bridge .
In this way, the fireproof roof can be reinforced .

本発明によれば、防水屋根を利用した防火区画を、容易かつ低コストで施工できるようにすることができる。   According to the present invention, it is possible to install a fire protection compartment using a waterproof roof easily and at low cost.

本発明の実施形態に係る耐火屋根を備えた構造物の縦断面図である。It is a longitudinal section of a structure provided with a fireproof roof concerning an embodiment of the present invention. 図1の耐火屋根の斜視図である。It is a perspective view of the fireproof roof of FIG. (a)は図2のa−a断面図であり、(b)は図2のb−b断面図である。(A) is aa sectional drawing of FIG. 2, (b) is bb sectional drawing of FIG. 同実施形態の変形例に係る耐火屋根を備えた構造物の縦断面図である。It is a longitudinal cross-sectional view of the structure provided with the fireproof roof which concerns on the modification of the embodiment. 同実施形態の変形例に係る耐火屋根の設置方法を説明する斜視図である。It is a perspective view explaining the installation method of the fireproof roof concerning the modification of the embodiment.

以下、図1〜3を参照して、本発明の実施の形態について、高架橋を例にして詳細に説明する。   Hereinafter, the embodiment of the present invention will be described in detail with reference to FIGS.

〔耐火屋根構造〕
まず、本実施形態の耐火屋根の構成について説明する。図1は本実施形態の耐火屋根10を備えた高架橋の縦断面図、図2は耐火屋根10の斜視図、図3(a)は図2のa−a断面図であり、図3(b)は図1のb−b断面図である。
本実施形態の耐火屋根10は、図1に示すように、高架橋1の橋桁11下方の空間に設けられた建築物20の屋根をなしており、建築物20の防火区画を形成している。
耐火屋根10は、図2に示すように、建築物20の躯体5に支持された複数の鉄骨躯体等2、鉄骨躯体等2の下面に設けられた複数の葺き材取付鋼材3、葺き材取付鋼材3の下面に取り付けられた葺き材4等で構成されている。
[Fireproof roof structure]
First, the structure of the fireproof roof of this embodiment is demonstrated. 1 is a longitudinal sectional view of the elevated bridge provided with the fireproof roof 10 of the present embodiment, FIG. 2 is a perspective view of the fireproof roof 10, and FIG. 3A is aa sectional view of FIG. ) Is a cross-sectional view taken along the line b-b of FIG.
As shown in FIG. 1, the fireproof roof 10 of this embodiment forms a roof of a building 20 provided in a space below the bridge girder 11 of the elevated bridge 1 and forms a fire protection section of the building 20.
As shown in FIG. 2, the fireproof roof 10 has a plurality of steel frame bodies 2 supported by the frame 5 of the building 20, a plurality of steel board mounting steels 3 provided on the lower surface of the steel frame board 2, and a steel board installation. It is comprised by the unrolled material 4 grade | etc., Attached to the lower surface of the steel materials 3. FIG.

鉄骨躯体等2は、図3に示すように、鋼材21、鋼材21を被覆する断熱材22、鋼材21から下方に延設された複数のボルト部23等で構成されており、橋桁11の下方に、水平となるように、ボルト部23が下方へ向かって垂下するように、かつ図2に示したように互いに所定間隔を空けて平行となるように配置されている。なお、各鉄骨躯体等2の設置間隔は2000mm以下とするのが好ましい。
断熱材22は、30分以上の耐火性能を有するものとなっている。
ボルト部23は、全ねじの上端を鋼材21の下面に、鋼材21の軸方向に沿って、葺き材取付鋼材3の設置間隔と同じ間隔を空けて複数溶接されている。
As shown in FIG. 3, the steel frame body 2 etc. is composed of a steel material 21, a heat insulating material 22 for covering the steel material 21, and a plurality of bolt parts 23 extending downward from the steel material 21. In order to be horizontal, the bolt portions 23 are disposed so as to hang downward and to be parallel to each other at a predetermined distance as shown in FIG. In addition, it is preferable that the installation space | interval of each steel frame 2 etc. be 2000 mm or less.
The heat insulating material 22 has fire resistance of 30 minutes or more.
A plurality of bolt portions 23 are welded to the lower surface of the steel material 21 at the upper end of all the screws along the axial direction of the steel material 21 with a spacing equal to the installation interval of the steel material mounting steel material 3.

葺き材取付鋼材3は、建築物の母屋として機能する部材であり、図3に示したリップ溝形鋼の他、溝形鋼、H形鋼、Z形鋼のように、軸と直交する面で切断した時の断面形状が、鉛直方向に延設される鉛直部31と、鉛直部31の上端から水平に延設された上水平部32、鉛直部31の下端から水平に延設された下水平部33を有したものとなっている。上水平部32には、複数の上ボルト穴(第2ボルト穴)が、軸方向に沿って鉄骨躯体等2の設置間隔と同じ間隔を空けて形成されており、下水平部33には、複数の下ボルト穴が、軸方向に沿って所定間隔を空けて形成されている。
葺き材取付鋼材3は、鉄骨躯体等2の下面に、鉄骨躯体等2の延設方向と直交するように、かつ、図2に示したように互いに並行となるように配置され、上ボルト穴に鉄骨躯体等2のボルト部23を通し、かつ上水平部32の上面を鉄骨躯体等2の下面に当接させた状態で、ナット24で留められている。なお、各葺き材取付鋼材3の設置間隔は、900mm以下とするのが好ましい。
The steel installation steel material 3 is a member that functions as a purlin of a building, and in addition to the lip grooved steel shown in FIG. 3, a surface perpendicular to the axis, such as grooved steel, H-shaped steel and Z-shaped steel. The cross-sectional shape at the time of cutting with the vertical section 31 extending in the vertical direction, the upper horizontal section 32 extending horizontally from the upper end of the vertical section 31, and the lower end of the vertical section 31 extend horizontally. The lower horizontal portion 33 is provided. A plurality of upper bolt holes (second bolt holes) are formed in the upper horizontal portion 32 along the axial direction at the same intervals as the installation intervals of the steel frame 2 and the like. A plurality of lower bolt holes are formed at predetermined intervals along the axial direction.
The steel material attachment steel materials 3 are disposed on the lower surface of the steel frame 2 etc. so as to be orthogonal to the extending direction of the steel frame 2 etc. and parallel to each other as shown in FIG. The bolt portion 23 of the steel frame 2 or the like is passed through and the upper surface of the upper horizontal portion 32 is held in contact with the lower surface of the steel frame 2 or the like by a nut 24. In addition, it is preferable that the installation space | interval of each lumber attachment steel materials 3 shall be 900 mm or less.

葺き材4は、図3(b)に示したように、折板41と、折板41の下面全体を被覆する裏打ち材42等で構成され、山折りされてできた各頂部には、ボルト穴が頂部の延設方向に沿って所定間隔を空けて複数開けられている。葺き材4は、葺き材取付鋼材3の下面に、水平方向に広がるように配置され、かつ、ボルト穴を葺き材取付鋼材3の下ボルト穴と重ねた状態でボルト44とナット45とで留められている。
裏打ち材42は、30分以上の耐火性能を有する断熱材である。
As shown in FIG. 3 (b), the lapping material 4 is composed of a folded plate 41 and a backing material 42 covering the entire lower surface of the folded plate 41, etc. A plurality of holes are provided at predetermined intervals along the extending direction of the top. The lumber 4 is disposed on the lower surface of the lumber mounting steel 3 so as to extend in the horizontal direction, and is fastened by the bolt 44 and the nut 45 in a state where the bolt hole is overlapped with the lower bolt hole of the lumber mounting steel 3 It is done.
The backing material 42 is a heat insulating material having fire resistance of 30 minutes or more.

〔天井の耐震補強方法〕
次に、高架橋1の橋桁11下方の空間に、上述した耐火屋根10を設置する方法について説明する。
[Seismic reinforcement method of ceiling]
Next, a method of installing the above-described fireproof roof 10 in the space under the bridge girder 11 of the viaduct 1 will be described.

まず、事前準備として、各部材の準備を施工現場とは別の場所(例えば工場)で行う。鉄骨躯体等2の準備としては、まず、鋼材21の、建築物20に取り付けた際に下面となる面に、所定間隔を空けて複数の全ねじを溶接することによりボルト部23を設ける。そして、断熱材22で、鋼材21を、ボルト部23の先端部が断熱材22の外に突出するように被覆する。
葺き材取付鋼材3および葺き材4には、所定箇所にボルト穴をあけておく。葺き材取付鋼材3は、市販の形鋼等に上下ボルト穴を開けるだけで製造することができる。
First, as preparation, each member is prepared at a place (for example, a factory) different from the construction site. In preparation for the steel frame body 2 etc., first, bolt portions 23 are provided on the surface of the steel material 21 which is the lower surface when attached to the building 20 by welding a plurality of full screws at a predetermined interval. Then, the steel material 21 is covered with the heat insulating material 22 so that the tip end of the bolt portion 23 protrudes out of the heat insulating material 22.
Bolt holes are made in predetermined positions in the steel material for steel attachment 3 and the steel material 4. The steel material mounting steel material 3 can be manufactured only by drilling upper and lower bolt holes in a commercially available shaped steel or the like.

各部材の準備ができた後は、各部材を施工現場に搬送し、取り付けを行う。まず、建築物20の躯体5の所定箇所に受け束51(図2参照)を、上方に向かって延設されるように設ける。具体的には受け束51となる鋼材を躯体5に溶接する。そして、鉄骨躯体等2の両端部を受け束51に固定する。   After preparation of each member is completed, each member is transported to a construction site and attached. First, the reception bundle 51 (see FIG. 2) is provided at a predetermined position of the housing 5 of the building 20 so as to extend upward. Specifically, a steel material to be the reception bundle 51 is welded to the housing 5. Then, both ends of the steel frame 2 and the like 2 are fixed to the bundle 51.

鉄骨躯体等2の設置を終えた後は、葺き材取付鋼材3を鉄骨躯体等2に固定する。具体的には、葺き材取付鋼材3の上水平部32に設けられた複数の上ボルト穴を各鉄骨躯体等2のボルト部23に通し、ナット24を締める。
葺き材取付鋼材3の取り付けを終えた後は、葺き材取付鋼材3に葺き材4を取り付ける。具体的には、葺き材4に設けられたボルト穴を、葺き材取付鋼材3の下ボルト穴と重ね合わせ、間にパッキン43を挟んだ上で、下ボルト穴にボルト44を挿入しナット45を締める。こうして、高架橋1の橋桁11下方の空間に耐火屋根10が設置される。
After the installation of the steel frame 2 etc. is finished, the steel material mounting steel 3 is fixed to the steel frame 2 etc. Specifically, a plurality of upper bolt holes provided in the upper horizontal portion 32 of the steel material attachment steel material 3 are passed through the bolt portions 23 of each steel frame 2 and the like, and the nut 24 is tightened.
After the installation of the lumber mounting steel 3 is completed, the lumber 4 is attached to the lumber mounting steel 3. Specifically, the bolt hole provided in the lumber 4 is overlapped with the lower bolt hole of the lumber mounting steel 3, and the packing 43 is sandwiched therebetween, and the bolt 44 is inserted into the lower bolt hole Tighten. Thus, the fireproof roof 10 is installed in the space below the bridge girder 11 of the viaduct 1.

従来であれば、山形鋼を用い、山形鋼をボルト部23に溶接して取り付けた後、山形鋼にシートスタットを取り付けるための墨出しを行い、多数のシートスタットを山形鋼に取り付けた後、葺き材の取付を行う必要があったが、葺き材取付鋼材3の取り付けに溶接は不要であり、予めボルト穴のあけられた一本の部材の取り付けるだけで、複数のシートスタットの代わりになるので、墨出し工程や個々のシートスタットの取り付け工程を省くこともできる。
また、シートスタットのように、鋼材に嵌めて取り付ける部材を介さず、葺き材を葺き材取付鋼材3に直接ボルト止めするので、屋根の強度を高めることができる。
Conventionally, after using an angle steel to weld and attach an angle steel to the bolt portion 23, marking for attaching a sheet stat to the angle steel is performed, and after attaching a number of sheet stats to the angle steel, Although it was necessary to attach the sawing material, welding is not necessary for attaching the sawing material attachment steel 3, and it becomes an alternative to a plurality of seat stats only by attaching one pre-drilled bolt holed member Therefore, it is possible to omit the marking process and the individual seat stat mounting process.
Further, as in the seat stat, since the lumber is directly bolted to the lumber mounting steel 3 without interposing a member fitted and attached to the steel, the strength of the roof can be enhanced.

以上、本発明を実施形態に基づいて具体的に説明してきたが、本発明は上記実施形態に限定されるものではなく、その要旨を逸脱しない範囲で変更可能である。
例えば、上記実施形態では、鉄骨躯体等2の下面と葺き材取付鋼材3の上面とを当接させたため、ボルト部23を短くしたが、葺き材取付鋼材3および葺き材4が鉄骨躯体等2から離間して吊り下げられる程度に長くしてもよい。
また、上記実施形態では、鉄骨躯体等2を建築物20の構成部材としたが、橋桁11下方の空間内に高架橋の構成部材としての鉄骨が配置されている場合には、それを用いて葺き材取付鋼材3を取り付けるようにしてもよい。
また、上記実施形態では、鉄骨躯体等2を建築物20の躯体5にのみ固定する構造としたが、図4に示すように、補強鋼材6の一(上)端部を高架橋1に固定するとともに補強鋼材6の他(下)端部を鉄骨躯体等2に固定することで耐火屋根10を補強するようにしてもよい。
また、図4に示したように、耐火屋根10の下方に吊り天井7を設けるようにしてもよい。
As mentioned above, although this invention was concretely demonstrated based on embodiment, this invention is not limited to the said embodiment, It can change in the range which does not deviate from the summary.
For example, in the above embodiment, the bolt portion 23 is shortened because the lower surface of the steel frame 2 or the like and the upper surface of the separation material attachment steel 3 are in contact with each other. It may be long enough to be suspended away from the
Moreover, in the said embodiment, although the steel frame body etc. were used as the structural member of the building 20, when the steel frame as a structural member of a viaduct is arrange | positioned in the space of the bridge girder 11 lower part, using it The material mounting steel 3 may be attached.
In the above embodiment, although the steel frame body 2 and the like are fixed only to the frame 5 of the building 20, one (upper) end of the reinforcing steel material 6 is fixed to the elevated bridge 1 as shown in FIG. At the same time, the fireproof roof 10 may be reinforced by fixing the other (lower) end portion of the reinforcing steel material 6 to the steel frame 2 or the like.
Further, as shown in FIG. 4, a suspended ceiling 7 may be provided below the fireproof roof 10.

また、上記実施形態では、下面に裏貼り材42が設けられた葺き材4を用いて耐火屋根10を構成したが、鉄骨躯体等2、葺き材取付鋼材3、折板41による防水屋根が既に設けられている場合、図5に示すように、新たな折板46によって裏打ち材42を下から挟むことにより既存の防水屋根を耐火屋根としてもよい。   Moreover, in the said embodiment, although the fireproof roof 10 was comprised using the laminated material 4 in which the backing material 42 was provided in the lower surface, the waterproof roof by steel frame etc. 2, the laminated material attachment steel materials 3, and the folding plate 41 has already been done. If provided, as shown in FIG. 5, the existing waterproof roof may be a fireproof roof by sandwiching the backing material 42 from below with a new folded plate 46.

20 建築物
10 耐火屋根
1 高架橋
11 橋桁
12 梁
13 柱
2 鉄骨躯体等
21 鋼材
22 断熱材
23 ボルト部
24 ナット
3 葺き材取付鋼材
31 鉛直部
32 上水平部
33 下水平部
4 葺き材
41,46 折板
42 裏打ち材
43 パッキン
44 ボルト
45 ナット
5 躯体
51 受け束
6 補強鋼材
7 吊り天井
DESCRIPTION OF SYMBOLS 20 Building 10 Fireproof roof 1 Viaduct 11 Bridge girder 12 Beam 13 Column 2 Steel frame body etc. 21 Steel material 22 Heat insulation material 23 Bolt part 24 Nut 3 Bonding material mounting steel 31 Vertical part 32 Upper horizontal part 33 Lower horizontal part 4 Bonding material 41, 46 Folded plate 42 Backing material 43 Packing 44 Bolt 45 Nut 5 Body 51 Receiving bundle 6 Reinforcement steel 7 Suspended ceiling

Claims (2)

高架橋の橋桁下方の空間に設けられた建築物の耐火屋根であって
前記高架橋又は前記建築物の躯体下面から垂下するボルト部と、
状をなすとともに上面にボルト穴が形成され、前記ボルト部が前記ボルト穴に通されつつナット留めされることで、記躯体の下に900mm以下の間隔を開けて互いに並行となるように配置された複数の葺き材取付鋼材と、
下面が断熱材で覆われた板状をなし、前記複数の葺き材取付鋼材に固定された葺き材と、を備え
前記葺き材取付鋼材は、下面に第一の穴が軸方向に沿って所定間隔を空けて複数形成され、
前記葺き材は、複数の第二の穴がそれぞれ所定位置に形成され、ねじ又はボルトが前記第一の穴及び前記第二の穴に通されつつ留められることで前記葺き材取付鋼材の下面に固定されていることを特徴とする耐火屋根。
It is fireproof roof of building provided in space under bridge girder of viaduct ,
A bolt portion depending from the underside of the viaduct or the lower surface of the frame of the building;
Bolt holes on the upper surface with to such a rod-shaped is formed, the bolt portion by being a nut fastened while being threaded through the bolt hole, and parallel with each other by opening the following intervals 900mm below the previous Kimukuro body With multiple steel installation steels, arranged as
Lower surface forms the covered plate with a heat insulating material, comprising pre SL and a plurality of roofing material roofing material which is fixed to the mounting steel, a,
A plurality of first holes are formed on the lower surface along the axial direction at predetermined intervals on the lower surface,
In the lumber, a plurality of second holes are respectively formed at predetermined positions, and a screw or a bolt is passed through the first hole and the second hole while being fastened to the lower surface of the lumber mounting steel material. fireproof roof and said that you have been fixed.
前記高架橋との間に補強鋼材が設けられていることを特徴とする請求項1に記載の耐火屋根。 The fireproof roof according to claim 1, wherein a reinforcing steel material is provided between the bridge and the viaduct .
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