JP2017223026A - Roof structure - Google Patents

Roof structure Download PDF

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JP2017223026A
JP2017223026A JP2016118540A JP2016118540A JP2017223026A JP 2017223026 A JP2017223026 A JP 2017223026A JP 2016118540 A JP2016118540 A JP 2016118540A JP 2016118540 A JP2016118540 A JP 2016118540A JP 2017223026 A JP2017223026 A JP 2017223026A
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Prior art keywords
roof
frame
lid
opening
attached
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JP2016118540A
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JP6370336B2 (en
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登喜夫 大野
Tokio Ono
登喜夫 大野
竹内 正樹
Masaki Takeuchi
正樹 竹内
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OONO BANKIN CO Ltd
Suzuki Bankinkogyo Co Ltd
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OONO BANKIN CO Ltd
Suzuki Bankinkogyo Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To obtain a roof structure having fire resistance performance even though having a hole.SOLUTION: A roof structure 100 is mainly constituted by a roof material 140 and an aperture closing member 300. The roof material 140 mainly includes: a folded-plate 150 formed by folding a metallic plate-like member; and a fire resistance member 160 provided on the folded-plate 150's surface directed vertically downwards. The folded-plate 150 mainly includes a roof aperture 154 opening in the thickness direction of the folded-plate 150. The roof aperture 154 is a square hole provided over one apex 151, four back parts 152, and two bottoms 153 of the folded-plate 150. The aperture closing member 300 mainly includes a frame member 310 and lid member 320 that are made from painted molten 55% aluminium-zinc alloy plated steel plate (JIS G 3322) having a thickness of 0.5 mm.SELECTED DRAWING: Figure 7

Description

本発明は、開口を持ちながら耐火性を有する屋根構造に関する。   The present invention relates to a roof structure having fire resistance while having an opening.

鉄道や道路などの高架橋の下に店舗や宿泊施設などの事業施設を建築することがある。高架橋は、コンクリートや鉄骨等から形成されるため、多くの隙間を有する。そのため、高架下の空間には水や塵芥が進入する。これら水や塵芥が事業施設の内部に侵入することを防止するため、事業施設は、防水構造を有する屋根を備える。また、このような事業施設は、建築基準法及びその他の法令が定める耐火性を有さなければならい。そのため、事業施設の屋根は、法令が定める耐火性を満たす耐火構造を有する(特許文献1参照)。   Business facilities such as stores and lodging facilities may be built under viaducts such as railways and roads. The viaduct is made of concrete, steel, or the like, and thus has many gaps. For this reason, water and dust enter the space under the overpass. In order to prevent these water and dust from entering the inside of the business facility, the business facility includes a roof having a waterproof structure. Such business facilities must have fire resistance as stipulated by the Building Standards Act and other laws and regulations. Therefore, the roof of a business facility has a fireproof structure that satisfies the fire resistance specified by laws and regulations (see Patent Document 1).

特開2014−051792号公報JP 2014-051792 A

このような屋根の上に、空調用のダクト等の設備を設けることがある。このような設備を点検又は交換等する場合、屋根の上に人が上がる必要がある。また、高架橋を点検する場合や、高架橋と屋根とを繋ぐ鋼材を点検する場合等も、同様である。そこで、施設内から屋根の上に人が上がれるようにするため、人が通れる程度の大きさの孔を屋根に開ける必要がある。しかし、屋根に孔を単純に開けると耐火性を損なうおそれがある   Equipment such as air conditioning ducts may be provided on such a roof. When inspecting or replacing such equipment, it is necessary for a person to go up on the roof. The same applies to when checking the viaduct or when checking the steel material connecting the viaduct and the roof. Therefore, in order to allow a person to climb on the roof from inside the facility, it is necessary to make a hole in the roof that is large enough for people to pass. However, simply drilling a hole in the roof may impair fire resistance

本発明は、これらの課題に鑑みてなされたものであり、孔を有しながら、耐火性能を有する屋根構造を得ることを目的とする。   The present invention has been made in view of these problems, and an object of the present invention is to obtain a roof structure having fire resistance while having holes.

本願発明による屋根構造は、厚さ方向に貫通する屋根開口を備える屋根部材と、屋根開口に取り付けられる開口閉塞部材とを備え、屋根部材及び開口閉塞部材は、下方からの火災に対して耐火性を有する耐火部材を備えることを特徴とする。   A roof structure according to the present invention includes a roof member having a roof opening penetrating in the thickness direction, and an opening closing member attached to the roof opening, and the roof member and the opening closing member are fireproof against a fire from below. It has the fireproof member which has these.

屋根構造は、複数の躯体から屋根部材を吊り下げて成る屋根構造であって、躯体に固定される躯体側部材を有する吊り下げ部材をさらに備え、屋根部材は、躯体側部材の反対側の部材である屋根側部材に取り付けられてもよい。   The roof structure is a roof structure in which a roof member is suspended from a plurality of housings, and further includes a suspension member having a housing side member fixed to the housing, and the roof member is a member on the opposite side of the housing side member. It may be attached to the roof side member which is.

屋根構造は、既存屋根の上に設けられる屋根構造であって、既存屋根は、厚さ方向に貫通する既存屋根開口を備え、屋根部材は、既存屋根に取り付けられてもよい。   A roof structure is a roof structure provided on an existing roof, Comprising: The existing roof is provided with the existing roof opening penetrated in thickness direction, and a roof member may be attached to an existing roof.

開口閉塞部材は、蓋部材と枠部材とを備え、枠部材は、その厚さ方向に開口する枠開口部を有し、枠開口部の少なくとも一部が屋根開口と重複するように屋根開口に取り付けられ、蓋部材は、枠開口部を覆う大きさを有し、枠開口部を覆うように枠部材に着脱自在に取り付けられることが好ましい。   The opening closing member includes a lid member and a frame member. The frame member has a frame opening that opens in the thickness direction thereof, and the roof opening is formed so that at least a part of the frame opening overlaps the roof opening. The attached lid member has a size that covers the frame opening, and is preferably detachably attached to the frame member so as to cover the frame opening.

枠開口部は、枠部材の厚さ方向に延びる枠立ち上がり部を備え、蓋部材は、枠開口部よりも大きい蓋基部と、蓋基部の縁から蓋部材の厚さ方向に延びる蓋立ち上がり部を備え、蓋部材は、蓋立ち上がり部が枠立ち上がり部に覆いかぶさるように枠部材に取り付けられることが好ましい。   The frame opening includes a frame rising portion that extends in the thickness direction of the frame member, and the lid member includes a lid base that is larger than the frame opening and a lid rising portion that extends from the edge of the lid base in the thickness direction of the lid member. The lid member is preferably attached to the frame member so that the lid rising portion covers the frame rising portion.

枠部材は、枠開口部から延びて屋根部材に接触する枠基部をさらに備え、耐火部材は、枠基部及び枠立ち上がり部の片面を覆うように取り付けられることが好ましい。   It is preferable that the frame member further includes a frame base that extends from the frame opening and contacts the roof member, and the fireproof member is attached so as to cover one side of the frame base and the frame rising portion.

蓋部材は、枠開口部よりも大きい蓋基部と、蓋基部の縁から蓋部材の厚さ方向に延びる蓋立ち上がり部を備え、耐火部材は、蓋基部及び蓋立ち上がり部の片面を覆うように取り付けられることが好ましい。   The lid member includes a lid base larger than the frame opening, and a lid rising portion extending from the edge of the lid base in the thickness direction of the lid member, and the fireproof member is attached so as to cover one side of the lid base and the lid rising portion. It is preferred that

本発明によれば、孔を有しながら、耐火性能を有する屋根構造を得る。   According to the present invention, a roof structure having fire resistance while having holes is obtained.

本発明に係る第1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 cross-sectional view of the structure provided with the fireproof roof which concerns on 1st Embodiment which concerns on this 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 a sectional view taken along the line aa in FIG. 2, and (b) is a sectional view taken along the line bb in 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 which concerns on the modification of the embodiment. 第2の実施形態による屋根構造を高架橋の下に設けた概略図である。It is the schematic which provided the roof structure by 2nd Embodiment under the viaduct. 屋根構造を高架橋側から見た斜視図である。It is the perspective view which looked at the roof structure from the viaduct side. 図7のVIII−VIII線における一部断面図である。FIG. 8 is a partial cross-sectional view taken along line VIII-VIII in FIG. 7. 図7のIX−IX線における一部断面図である。FIG. 8 is a partial cross-sectional view taken along line IX-IX in FIG. 7. 躯体の上に設けられた第3の実施形態による屋根構造の斜視図である。It is a perspective view of the roof structure by 3rd Embodiment provided on the housing. 図10のXI−XI線における一部断面図である。It is a partial cross section figure in the XI-XI line of FIG. 図10のXII−XII線における一部断面図である。It is a partial cross section figure in the XII-XII line | wire of FIG.

以下、図1〜3を参照して、本発明に係る第1の実施形態について、高架橋を例にして詳細に説明する。   Hereinafter, the first embodiment according to the present invention will be described in detail with reference to a high bridge as an example 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. FIG. 1 is a longitudinal cross-sectional view of a viaduct provided with the fireproof roof 10 of the present embodiment, FIG. 2 is a perspective view of the fireproof roof 10, FIG. 3A is a cross-sectional view taken along line aa in FIG. ) Is a bb cross-sectional view of FIG.
As shown in FIG. 1, the fireproof roof 10 of the present embodiment forms a roof of a building 20 provided in a space below the bridge girder 11 of the viaduct 1 and forms a fireproof section of the building 20.
As shown in FIG. 2, the refractory roof 10 includes a plurality of steel frame bodies 2 supported by the frame 5 of the building 20, a plurality of firewood attachment steel members 3 provided on the lower surface of the steel frame etc. 2, and a wood material attachment. It is comprised with the brazing material 4 etc. which were attached to the lower surface of the steel material 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 etc. 2 includes a steel material 21, a heat insulating material 22 covering the steel material 21, a plurality of bolt portions 23 extending downward from the steel material 21, and the like below the bridge girder 11. In addition, the bolt parts 23 are arranged so as to hang downward and to be parallel to each other at a predetermined interval as shown in FIG. In addition, it is preferable that the installation interval of each steel frame etc. 2 shall be 2000 mm or less.
The heat insulating material 22 has a fire resistance performance of 30 minutes or more.
A plurality of bolt parts 23 are welded to the lower surface of the steel material 21 with the upper ends of all screws along the axial direction of the steel material 21 with the same interval as the installation interval of the brazing 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 brazing material mounting steel material 3 is a member functioning as a purlin of a building, and in addition to the lip groove shape steel shown in FIG. 3, a surface perpendicular to the axis, such as a groove shape steel, an H shape steel, and a Z shape steel. The cross-sectional shape at the time of cutting at a vertical portion 31 extending in the vertical direction, an upper horizontal portion 32 extending horizontally from the upper end of the vertical portion 31, and extending horizontally from the lower end of the vertical portion 31. It has a lower horizontal portion 33. A plurality of upper bolt holes (second bolt holes) are formed in the upper horizontal portion 32 with the same interval as the installation interval of the steel frame etc. 2 along the axial direction. A plurality of lower bolt holes are formed at predetermined intervals along the axial direction.
The brazing material mounting steel material 3 is arranged on the lower surface of the steel frame etc. 2 so as to be orthogonal to the extending direction of the steel frame etc. 2 and parallel to each other as shown in FIG. The bolt part 23 of the steel frame etc. 2 is passed through and the upper surface of the upper horizontal part 32 is fixed to the lower surface of the steel frame etc. 2 with the nut 24. In addition, it is preferable that the installation space | interval of each brazing material attachment steel material 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 brazing material 4 is composed of a folded plate 41 and a backing material 42 that covers the entire lower surface of the folded plate 41. A plurality of holes are formed at predetermined intervals along the extending direction of the top. The brazing material 4 is arranged on the lower surface of the brazing material mounting steel material 3 so as to spread in the horizontal direction, and is fastened with bolts 44 and nuts 45 in a state where the bolt holes are overlapped with the lower bolt holes of the brazing material mounting steel material 3. It has been.
The backing material 42 is a heat insulating material having a fire resistance performance 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 for ceiling]
Next, a method for installing the above-described fireproof roof 10 in the space below 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 a preliminary preparation, each member is prepared in a place (for example, a factory) different from the construction site. As preparation of the steel frame 2 and the like, first, a bolt portion 23 is provided by welding a plurality of all screws at a predetermined interval on a surface of the steel material 21 which is a lower surface when attached to the building 20. And with the heat insulating material 22, the steel material 21 is coat | covered so that the front-end | tip part of the bolt part 23 may protrude outside the heat insulating material 22. FIG.
Bolt holes are made in predetermined locations in the brazing material mounting steel material 3 and the brazing material 4. The brazing material mounting steel material 3 can be manufactured simply by opening up and down bolt holes in a commercially available shape 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 each member is ready, each member is transported to the construction site and attached. First, the receiving bundle 51 (refer FIG. 2) is provided in the predetermined location of the housing 5 of the building 20 so that it may extend toward upper direction. Specifically, the steel material that becomes the receiving bundle 51 is welded to the housing 5. And the both ends of the steel frame etc. 2 are received and 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 and the like, the brazing material mounting steel 3 is fixed to the steel frame 2 and the like. Specifically, a plurality of upper bolt holes provided in the upper horizontal portion 32 of the brazing material mounting steel material 3 are passed through the bolt portions 23 of each steel frame etc. 2 and the nut 24 is tightened.
After the installation of the brazing material mounting steel material 3, the brazing material 4 is mounted on the brazing material mounting steel material 3. Specifically, the bolt holes provided in the brazing material 4 are overlapped with the lower bolt holes of the brazing material mounting steel material 3, the packing 43 is sandwiched therebetween, the bolts 44 are inserted into the lower bolt holes, and the nut 45 Tighten. Thus, the refractory 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 angle iron, welding the angle steel to the bolt part 23, attaching the sheet stat to the angle steel, attaching a number of sheet stats to the angle steel, Although it was necessary to install the brazing material, welding is not necessary for the installation of the brazing material mounting steel material 3, and it is possible to replace a plurality of sheet stats only by mounting a single member with a bolt hole in advance. Therefore, it is possible to omit the ink marking process and the individual sheet stat mounting process.
Moreover, since the brazing material is bolted directly to the brazing material mounting steel material 3 without using a member fitted and attached to the steel material like a sheet stat, the strength of the roof can be increased.

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, since the lower surface of the steel frame body 2 and the upper surface of the brazing material mounting steel material 3 are brought into contact with each other, the bolt portion 23 is shortened. You may lengthen so that it may suspend and suspend from.
Moreover, in the said embodiment, although the steel frame 2 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 under the bridge girder 11, it is rolled using it. The material mounting steel material 3 may be attached.
Moreover, in the said embodiment, although it was set as the structure which fixes the steel frame 2 etc. only to the frame 5 of the building 20, as shown in FIG. 4, one (upper) end part of the reinforcing steel material 6 is fixed to the viaduct 1. In addition, the refractory roof 10 may be reinforced by fixing the other (lower) end 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 roofing material 4 by which the backing material 42 was provided in the lower surface, the waterproof roof by the steel frame 2 etc., the roofing material attachment steel material 3, and the folding plate 41 has already been carried out. When provided, as shown in FIG. 5, the existing waterproof roof may be made a fireproof roof by sandwiching the backing material 42 from below with a new folded plate 46.

次に、図6から9を用いて第2の実施形態による屋根構造100について説明する。第1の実施形態と同様の構成については、同じ符号を付して説明を省略する。   Next, the roof structure 100 according to the second embodiment will be described with reference to FIGS. The same components as those in the first embodiment are denoted by the same reference numerals and description thereof is omitted.

図6は、屋根構造100を高架橋200の下に設けた図である。図6において屋根構造100及び高架橋200の構成は説明のため簡略化されている。高架橋200は、複数の橋桁201と、梁211と、橋脚212とにより主に構成される。梁211が橋桁201を支持し、地面から延びる橋脚212が梁211を支持する。ジョイント203は、橋桁201どうしが自由に変位できるように橋桁201どうしを接合する。橋桁201、梁211、及び橋脚212はコンクリートから成る。コンクリートは水を透過し、ジョイント203は水及び塵芥を透過する。そのため、高架橋200下には水及び塵芥が進入する。   FIG. 6 is a view in which the roof structure 100 is provided under the viaduct 200. In FIG. 6, the structure of the roof structure 100 and the viaduct 200 is simplified for the sake of explanation. The viaduct 200 is mainly composed of a plurality of bridge girders 201, beams 211, and piers 212. The beam 211 supports the bridge girder 201 and the bridge pier 212 extending from the ground supports the beam 211. The joint 203 joins the bridge girders 201 so that the bridge girders 201 can be freely displaced. The bridge girder 201, the beam 211, and the pier 212 are made of concrete. Concrete is permeable to water and joint 203 is permeable to water and dust. Therefore, water and dust enter under the viaduct 200.

橋桁201又は梁211の底面202から吊りボルト110を介して屋根材140が吊り下げられる。すなわち、鉛直上方(重力方向上方)に位置する橋桁201及び梁211(高架橋躯体)から屋根材140が吊り下げられる。屋根材140の詳細については後述される。屋根材140の底面から吊り金具221を介して化粧天井222が吊り下げられる。建築基準法は化粧天井222に耐火性能を要求しないため、建築基準法が規定する耐火性能を化粧天井222は有さない。   The roof material 140 is suspended from the bottom face 202 of the bridge girder 201 or the beam 211 via the suspension bolt 110. That is, the roof material 140 is suspended from the bridge girder 201 and the beam 211 (bypass frame) located vertically above (upward in the direction of gravity). Details of the roofing material 140 will be described later. The decorative ceiling 222 is suspended from the bottom surface of the roof material 140 via the hanging fitting 221. Since the Building Standard Act does not require the fireproof performance of the decorative ceiling 222, the decorative ceiling 222 does not have the fireproof performance specified by the Building Standard Act.

橋桁201の底面202から床スラブ225まで外壁223が設けられ、屋根材140から床スラブ225まで防火壁224が設けられる。外壁223及び防火壁224は防水性能及び耐火性能を有する。屋根材140、外壁223、防火壁224、及び床スラブ225が居室230を形成し、居室230の内部に事業施設が設けられる。   An outer wall 223 is provided from the bottom surface 202 of the bridge girder 201 to the floor slab 225, and a fire wall 224 is provided from the roof material 140 to the floor slab 225. The outer wall 223 and the fire wall 224 have waterproof performance and fire resistance performance. The roofing material 140, the outer wall 223, the fire wall 224, and the floor slab 225 form a living room 230, and a business facility is provided inside the living room 230.

次に、図7を用いて屋根構造100について詳細に説明する。図7において屋根材140の構成は説明のため簡略化されている。   Next, the roof structure 100 will be described in detail with reference to FIG. In FIG. 7, the structure of the roofing material 140 is simplified for the sake of explanation.

屋根構造100は、吊りボルト110、山形鋼120、シートスタット130、及び屋根材140と、開口閉塞部材300とから主に構成される。吊りボルト110、山形鋼120、及びシートスタット130が吊り下げ部材を成し、吊り下げ部材は躯体側部材及び屋根材側部材を有する。そして、吊りボルト110が躯体側部材を成し、山形鋼120及びシートスタット130が屋根材側部材を成す。   The roof structure 100 mainly includes a suspension bolt 110, an angle steel 120, a sheet stat 130, a roof material 140, and an opening closing member 300. The suspension bolt 110, the angle steel 120, and the seat stat 130 form a suspension member, and the suspension member has a housing side member and a roof material side member. And the suspension bolt 110 comprises a frame side member, and the angle iron 120 and the sheet | seat stat 130 comprise a roof material side member.

吊りボルト110の両端には、雄ねじが切られる。橋桁201の底面202に打ち込まれた打ち込み式アンカーに吊りボルト110の上端をねじ込むことにより、吊りボルト110が橋桁201に固定される。吊りボルト110の下端は、山形鋼124に2つのナット125を介して取り付けられる。   Male screws are cut at both ends of the suspension bolt 110. The suspension bolt 110 is fixed to the bridge girder 201 by screwing the upper end of the suspension bolt 110 into the drive-type anchor driven into the bottom surface 202 of the bridge girder 201. The lower end of the suspension bolt 110 is attached to the angle steel 124 via two nuts 125.

山形鋼120は等辺山形鋼であって、幅50ミリの板状である2枚の鋼板(水平リブ121と鉛直リブ122)を互いの長辺で直角に接合した形状を有する。山形鋼124もまた同様の形状を有する。山形鋼124は、山形鋼120にボルト及びナット123を介して取り付けられ、山形鋼120はシートスタット130を介して屋根材140を支持する。吊りボルト110は、幅方向に隣り合う山形鋼120が互いに反対方向を向くように山形鋼120を吊る。すなわち、吊りボルト110に取り付けられた山形鋼120を長手方向から見ると、水平方向に延びる水平リブ121が互いに反対方向に延びる。   The angle steel 120 is an equilateral angle steel, and has a shape in which two steel plates (horizontal ribs 121 and vertical ribs 122) having a plate shape of 50 mm in width are joined to each other at right angles on their long sides. The angle steel 124 also has a similar shape. The angle steel 124 is attached to the angle steel 120 via bolts and nuts 123, and the angle steel 120 supports the roof material 140 via the seat stat 130. The suspension bolt 110 suspends the angle steel 120 such that the angle steels 120 adjacent to each other in the width direction face in opposite directions. That is, when the angle steel 120 attached to the suspension bolt 110 is viewed from the longitudinal direction, the horizontal ribs 121 extending in the horizontal direction extend in opposite directions.

シートスタット130は、嵌合部131とボルト132とを主に有する。嵌合部131は開口を有し、開口に水平リブ121を挟み込んで固定する。開口の高さは水平リブ121の厚さよりも低いため、所定の力以下ではシートスタット130が水平リブ121に対してずれることがない。ボルト132は屋根材140の山部151に取り付けられる。山部151については後述される。   The seat stat 130 mainly includes a fitting portion 131 and a bolt 132. The fitting portion 131 has an opening, and the horizontal rib 121 is sandwiched and fixed in the opening. Since the height of the opening is lower than the thickness of the horizontal rib 121, the seat stat 130 does not shift with respect to the horizontal rib 121 below a predetermined force. The bolt 132 is attached to the mountain portion 151 of the roof material 140. The mountain portion 151 will be described later.

幅方向に隣り合う山形鋼120が反対を向くため、隣り合う山形鋼120に取り付けられたシートスタット130の開口もまた反対を向く。そのため屋根材140が熱膨張したとき、隣り合う山形鋼120に取り付けられたシートスタット130は、水平方向に対して互いに反対方向に山形鋼120からずれる。このシートスタット130のずれにより熱膨張による屋根材140の伸びが吸収される。これにより屋根材140が破壊されることがない。   Since the adjacent angle irons 120 in the width direction face the opposite direction, the opening of the seat stat 130 attached to the adjacent angle steel 120 also faces the opposite direction. Therefore, when the roof material 140 is thermally expanded, the sheet stats 130 attached to the adjacent angle steels 120 are displaced from the angle steels 120 in directions opposite to each other with respect to the horizontal direction. Due to the displacement of the sheet stat 130, the elongation of the roof material 140 due to thermal expansion is absorbed. Thereby, the roofing material 140 is not destroyed.

次に、図7から9を用いて屋根材140及び開口閉塞部材300について詳細に説明する。   Next, the roof material 140 and the opening closing member 300 will be described in detail with reference to FIGS.

屋根材140は、金属製の板状部材を折り曲げて成る折板150と、折板150の鉛直下方に向く面に設けられる耐火部材160とを主に備える。折板150は、厚さ0.8mmのガルバリウム鋼板から成り、複数の頂部151と、頂部151の両側から斜め下方に延びる背部152と、背部152から頂部151と平行に延びる底部153と、折板150の厚さ方向に開口する屋根開口154とを主に有する。   The roof material 140 mainly includes a folded plate 150 formed by bending a metal plate-like member and a refractory member 160 provided on a surface of the folded plate 150 facing vertically downward. The folded plate 150 is made of a galvalume steel plate having a thickness of 0.8 mm, a plurality of top portions 151, a back portion 152 extending obliquely downward from both sides of the top portion 151, a bottom portion 153 extending in parallel to the top portion 151 from the back portion 152, and a folded plate It mainly has a roof opening 154 that opens in the thickness direction of 150.

頂部151、背部152、及び底部153は厚さ0.8mmの板状体である。以下、図7から9において、頂部151、背部152、及び底部153の長辺に沿う方向(流れ方向)をY方向、頂部151及び底部153の厚さに沿う方向をZ方向、Y方向及びZ方向に対して直交する方向(幅方向)をX方向という。Z正方向が鉛直上方、Z負方向が鉛直下方である。Z方向において、全ての頂部151の幅は等しく、背部152の幅、及び底部153の幅も同様である。   The top portion 151, the back portion 152, and the bottom portion 153 are plate-like bodies having a thickness of 0.8 mm. Hereinafter, in FIGS. 7 to 9, the direction along the long sides of the top 151, the back 152, and the bottom 153 (flow direction) is the Y direction, and the directions along the thickness of the top 151 and the bottom 153 are the Z direction, Y direction, and Z A direction (width direction) orthogonal to the direction is referred to as an X direction. The positive Z direction is vertically upward, and the negative Z direction is vertically downward. In the Z direction, all the tops 151 have the same width, and the back 152 and the bottom 153 have the same width.

屋根開口154は、1つの頂部151、4つの背部152、及び2つの底部153に跨がって設けられる正方形の孔である。屋根開口154のX方向及びY方向における長さは、600mmよりもわずかに長い。   The roof opening 154 is a square hole provided across one top 151, four backs 152, and two bottoms 153. The length of the roof opening 154 in the X and Y directions is slightly longer than 600 mm.

耐火部材160は、グラスファイバを含む厚さ5mmのマット状の不燃材料、例えばスーパーフェルトン、あるいは厚さ4mmのマット状の不燃材料、例えばフネンエースから成り、鉛直下方からの火災に対して耐火性を発揮する。   The refractory member 160 is made of a non-combustible material having a thickness of 5 mm including glass fibers, such as Super Felton, or a non-combustible material having a thickness of 4 mm, for example, Funenace, and has a fire resistance against a fire from below vertically. Demonstrate.

開口閉塞部材300は、厚さ0.5mmの塗装溶融55%アルミニウム−亜鉛合金めっき鋼板(JIS G 3322)から成る枠部材310及び蓋部材320を主に備える。   The opening closing member 300 mainly includes a frame member 310 and a lid member 320 made of a paint-melted 55% aluminum-zinc alloy plated steel sheet (JIS G 3322) having a thickness of 0.5 mm.

図7から9を参照すると、枠部材310は、Z方向から見たとき、X方向に対する長さが約800mmかつY方向における長さが1100mmである長方形を成し、枠部材310の厚さ方向に開口する枠開口部314と、枠開口部314から延びて折板150に接触する枠基部316とを主に備える。   Referring to FIGS. 7 to 9, the frame member 310 has a rectangular shape with a length of about 800 mm in the X direction and a length of 1100 mm in the Y direction when viewed from the Z direction. A frame opening 314 that is open to the frame and a frame base 316 that extends from the frame opening 314 and contacts the folded plate 150 are mainly provided.

枠開口部314は、枠部材310のX方向及びY方向の略中央に設けられ、X方向及びY方向に対する長さが約600mm、かつZ方向に対する長さが約50mmの正方形筒状を成す。また、枠開口部314は、筒状の側面を成す枠立ち上がり部315を備える。枠立ち上がり部315は、枠部材310の厚さ方向、言い換えるとZ方向、さらに言い換えると枠基部316に対して直角を成すように枠基部316の縁から延びる。枠立ち上がり部315において、枠基部316と接続される端部とは反対側の端部は、枠基部316と平行、つまりX方向及びY方向に平行な方向、言い換えると枠立ち上がり部315に対して直角を成す方向に曲げられて、フランジ317を形成する。   The frame opening 314 is provided in the approximate center of the frame member 310 in the X direction and the Y direction, and forms a square cylinder having a length of about 600 mm in the X direction and the Y direction and a length of about 50 mm in the Z direction. The frame opening 314 includes a frame rising portion 315 that forms a cylindrical side surface. The frame rising portion 315 extends from the edge of the frame base portion 316 so as to be perpendicular to the thickness direction of the frame member 310, in other words, the Z direction, or in other words, to the frame base portion 316. In the frame rising portion 315, the end opposite to the end connected to the frame base 316 is parallel to the frame base 316, that is, in a direction parallel to the X direction and the Y direction, in other words, with respect to the frame rising portion 315. It is bent in a direction that forms a right angle to form a flange 317.

図7及び8を参照すると、枠基部316は、鉛直下方に向けて所定の角度で曲げられるスカート318を備える。所定の角度は、頂部151と背部152とが成す角度と略同じである。   Referring to FIGS. 7 and 8, the frame base 316 includes a skirt 318 that is bent at a predetermined angle vertically downward. The predetermined angle is substantially the same as the angle formed by the top portion 151 and the back portion 152.

枠基部316の鉛直下方に向く面と、枠立ち上がり部315において筒状の内側面と、フランジ317の鉛直上方に向く面に、耐火部材319が貼り付けられる。これらの面は、事業施設の室内側にある面である。   A refractory member 319 is attached to a surface of the frame base portion 316 that faces vertically downward, a cylindrical inner surface of the frame rising portion 315, and a surface of the flange 317 that faces vertically upward. These planes are on the indoor side of the business facility.

蓋部材320は、Z方向から見たとき、X方向及びY方向において同じ長さ645mmの四辺を持つ正方形を成し、直方体形状の蓋基部321と、蓋基部321の縁、すなわち蓋基部321のZ軸と平行な面から蓋部材320の厚さ方向、つまりZ軸方向に延びる蓋立ち上がり部322とを主に備える。Z軸方向から見たとき、蓋基部321は枠開口部314よりも大きい。蓋基部321のX方向及びY方向における略中央であって、鉛直方向下方に向く面にハンドル323がボルト及びナット324を用いて取り付けられる。蓋基部321の鉛直下方に向く面と、蓋立ち上がり部322における内周面とに、耐火部材328が貼り付けられる。これらの面は、事業施設の室内側にある面である。   When viewed from the Z direction, the lid member 320 forms a square having four sides of the same length of 645 mm in the X direction and the Y direction, and has a rectangular parallelepiped lid base 321 and an edge of the lid base 321, that is, the lid base 321. A lid rising portion 322 mainly extending in the thickness direction of the lid member 320, that is, the Z-axis direction, is mainly provided from a plane parallel to the Z-axis. When viewed from the Z-axis direction, the lid base 321 is larger than the frame opening 314. A handle 323 is attached to the surface of the lid base 321 in the approximate center in the X direction and Y direction and directed downward in the vertical direction using bolts and nuts 324. A refractory member 328 is attached to the surface of the lid base portion 321 facing downward in the vertical direction and the inner peripheral surface of the lid rising portion 322. These planes are on the indoor side of the business facility.

次に、図7から9を用いて、開口閉塞部材300を屋根材140に取り付けた状態について説明する。図7を参照すると、枠部材310は、1つの頂部151、4つの背部152、及び2つの底部153に跨がって設けられる。   Next, a state in which the opening closing member 300 is attached to the roof material 140 will be described with reference to FIGS. Referring to FIG. 7, the frame member 310 is provided across one top portion 151, four back portions 152, and two bottom portions 153.

枠基部316の一部は、頂部151に密着し、スカート318は、背部152に沿って密着する。Y方向に沿って延び、YZ平面に対して対称である2つのスカート318が、それぞれYZ平面に対して対称である2つの背部152に密着するため、枠部材310がX軸方向に移動することがない。   A part of the frame base 316 is in close contact with the top 151, and the skirt 318 is in close contact with the back 152. The two skirts 318 that extend along the Y direction and are symmetrical with respect to the YZ plane are in close contact with the two back portions 152 that are symmetrical with respect to the YZ plane, so that the frame member 310 moves in the X axis direction. There is no.

枠基部316の一部と頂部151は、シートスタット130を用いて互いに固定されるとともに、山形鋼120に固定される。そして、蓋基部321と蓋立ち上がり部322の内周面とがフランジ317と密着するように、蓋部材320が枠部材310に置かれる。この状態において、屋根材140に取り付けられた耐火部材160と、枠部材310に取り付けられた耐火部材319と、蓋部材320に取り付けられた耐火部材328とが互いに連続し、事業施設の室内側において耐火部材が途切れることが無い。これにより、屋根材140及び開口閉塞部材300の耐火性能が確保される。   A part of the frame base portion 316 and the top portion 151 are fixed to each other using the sheet stat 130 and also fixed to the angle steel 120. Then, the lid member 320 is placed on the frame member 310 so that the lid base portion 321 and the inner peripheral surface of the lid rising portion 322 are in close contact with the flange 317. In this state, the refractory member 160 attached to the roof material 140, the refractory member 319 attached to the frame member 310, and the refractory member 328 attached to the lid member 320 are continuous with each other on the indoor side of the business facility. The refractory member is not interrupted. Thereby, the fireproof performance of the roof material 140 and the opening obstruction | occlusion member 300 is ensured.

作業者は、ハンドル323を把持して、蓋部材320を枠部材310から取り外し、枠開口部314を通って屋根材140の上に移動することができる。また、ハンドル323を把持して、蓋部材320を枠部材310に取り付け、枠開口部314を塞ぎ、これにより、屋根材140及び開口閉塞部材300の耐火性能を確保することができる。   An operator can grasp the handle 323 to remove the lid member 320 from the frame member 310 and move it onto the roof material 140 through the frame opening 314. Further, the handle 323 is gripped, the lid member 320 is attached to the frame member 310, and the frame opening 314 is closed, thereby ensuring the fire resistance performance of the roof material 140 and the opening closing member 300.

本実施形態によれば、鉄道や道路などの高架橋200下に構築された耐火構造の屋根の上に、容易に人が入ることができる。これにより、屋根の耐火構造を確保しながら、屋根、屋根の上に設けられた設備、あるいは高架橋200を容易に点検、維持、及び補修できる。   According to the present embodiment, a person can easily enter the roof of a fireproof structure constructed under the viaduct 200 such as a railway or a road. Thereby, it is possible to easily inspect, maintain, and repair the roof, the equipment provided on the roof, or the viaduct 200 while ensuring the fireproof structure of the roof.

また、屋根構造100は防水性能及び耐火性能を有するため、屋根構造100を吊るだけで水漏れ及び火災対策を行うことができる。そのため、他の防水及び耐火工事を必要としない。   Moreover, since the roof structure 100 has waterproof performance and fireproof performance, it is possible to take measures against water leakage and fire by simply suspending the roof structure 100. Therefore, other waterproof and fireproof construction is not required.

エキスパンション190を設けることにより、複数の橋桁201の下に屋根構造100を設けることが出来る。   By providing the expansion 190, the roof structure 100 can be provided under the plurality of bridge girders 201.

なお、山形鋼120は等辺山形鋼でなく不等辺山形鋼であってもよく、H鋼などの他の形状を有する形鋼であってもよい。   The angle steel 120 may be an unequal angle angle steel instead of an equal angle angle steel, or a shape steel having another shape such as H steel.

また、山形鋼120は吊りボルト110に溶接されず、金物によって固定されてもよい。   Moreover, the angle steel 120 may not be welded to the suspension bolt 110 but may be fixed by a hardware.

折板150、キャップ180、及びエキスパンション190を構成する材料は厚さ0.8mmのガルバリウム鋼板に限定されず、厚さ0.8mm以上のガルバリウム鋼板であればよい。これにより、建築基準法に定められる耐火性能を確保する。また、厚さ0.8mmのガルバリウム鋼板でなく、建築基準法に定められる耐火性能を有する材料であってもよい。   The material constituting the folded plate 150, the cap 180, and the expansion 190 is not limited to a galvalume steel plate having a thickness of 0.8 mm, and may be a galvalume steel plate having a thickness of 0.8 mm or more. This ensures fire resistance as stipulated in the Building Standard Law. Further, instead of a 0.8 mm thick galvalume steel plate, a material having fire resistance defined in the Building Standards Act may be used.

耐火部材160は、前述のものに限定されず、建築基準法及びその他の法令に定められる耐火性能を有する材料であってもよく、折板150の室内側の面に設けられてもよい。   The fire-resistant member 160 is not limited to the above-described one, and may be a material having fire-resistant performance as defined by the Building Standard Law and other laws and regulations, and may be provided on the indoor side surface of the folded plate 150.

なお、高架橋躯体が1つであるときは、エキスパンション190を設けなくてもよい。   Note that the expansion 190 may not be provided when the number of viaducts is one.

橋桁201、梁211、及び橋脚212はコンクリートでなく、鉄骨などから成るものであってもよい。   The bridge girder 201, the beam 211, and the pier 212 may be made of steel or the like instead of concrete.

次に、図10から12を用いて第3の実施形態による屋根構造400について説明する。第1及び第2の実施形態と同様の構成については、同じ符号を付して説明を省略する。   Next, the roof structure 400 according to the third embodiment will be described with reference to FIGS. The same components as those in the first and second embodiments are denoted by the same reference numerals and description thereof is omitted.

図10から12は、躯体の母屋500に取り付けられている既存屋根510の上に屋根構造400を設けた図である。図10において躯体は省略されている。   FIGS. 10 to 12 are views in which a roof structure 400 is provided on an existing roof 510 attached to a main purlin 500. FIG. In FIG. 10, the casing is omitted.

既存屋根510は、タイトフレーム520及び既存折板530とから主に構成される。タイトフレーム520は、金属製の板状部材を波形に折り曲げて形成され、その底面は母屋500に固定される。既存折板530は、金属製の板状部材を波形に折り曲げて形成され、複数の頂部531と、頂部531の両側から斜め下方に延びる背部532と、背部532から頂部531と平行に延びる底部533と、既存折板530の厚さ方向に開口する第2の屋根開口534とを有し、タイトフレーム520にボルト523で固定される。第2の屋根開口534は、2つの頂部531、4つの背部532、及び3つの底部533に跨がって設けられる正方形の孔である(図12参照)。屋根開口154のX方向及びY方向における長さは、600mmよりもわずかに長い。   The existing roof 510 is mainly composed of a tight frame 520 and an existing folded plate 530. The tight frame 520 is formed by bending a metal plate-like member into a corrugated shape, and its bottom surface is fixed to the purlin 500. The existing folded plate 530 is formed by bending a metal plate-like member into a corrugated shape, and includes a plurality of top portions 531, a back portion 532 extending obliquely downward from both sides of the top portion 531, and a bottom portion 533 extending from the back portion 532 in parallel with the top portion 531. And a second roof opening 534 that opens in the thickness direction of the existing folded plate 530 and is fixed to the tight frame 520 with bolts 523. The 2nd roof opening 534 is a square hole provided ranging over the two top parts 531, the four back parts 532, and the three bottom parts 533 (refer FIG. 12). The length of the roof opening 154 in the X and Y directions is slightly longer than 600 mm.

屋根構造400は、ハゼ式折板410、第1の断熱金具420、第2の断熱金具430、役物440、耐火部材450、及び開口閉塞部材800を主に備える。   The roof structure 400 mainly includes a goby-type folded plate 410, a first heat insulating fitting 420, a second heat insulating fitting 430, an accessory 440, a fireproof member 450, and an opening closing member 800.

ハゼ式折板410は、金属製の板状部材を波形に折り曲げて成る折板である。ハゼ式折板410は、厚さ0.8mmのガルバリウム鋼板から成り、複数の頂部411と、頂部411の両側から斜め下方に延びる背部412と、背部412から頂部411と平行に延びる底部413と、ハゼ式折板410の厚さ方向に開口する第1の屋根開口414とを主に有する。頂部411、背部412、及び底部423は厚さ0.8mmの板状体である。2つの頂部411の中心間の長さ、つまりハゼ式折板410の働き巾は、例えば455から550mmである。また、背部412の高さは、例えば66mmから173mmである。ハゼ式折板410の断面、つまりハゼ式折板410の幅方向の断面は、既存折板530の断面と略同じ形状である(図12参照)。   The goby folding plate 410 is a folded plate formed by bending a metal plate-like member into a corrugated shape. The goby folding plate 410 is made of a 0.8 mm thick Galvalume steel plate, and includes a plurality of top portions 411, a back portion 412 extending obliquely downward from both sides of the top portion 411, and a bottom portion 413 extending from the back portion 412 in parallel with the top portion 411, It mainly has a first roof opening 414 that opens in the thickness direction of the goby folding plate 410. The top part 411, the back part 412, and the bottom part 423 are plate-like bodies having a thickness of 0.8 mm. The length between the centers of the two top portions 411, that is, the working width of the goby folding plate 410 is, for example, 455 to 550 mm. Moreover, the height of the back part 412 is 66 mm to 173 mm, for example. The cross section of the goby folding plate 410, that is, the cross section in the width direction of the goby folding plate 410 is substantially the same shape as the cross section of the existing folding plate 530 (see FIG. 12).

図11及び12を参照すると、第1の屋根開口414は、第2の屋根開口514と同様の大きさを有する正方形の孔であって、2つの頂部411、4つの背部412、及び3つの底部413に跨がって設けられる。屋根開口414のX方向及びY方向における長さは、600mmよりもわずかに長い。   Referring to FIGS. 11 and 12, the first roof opening 414 is a square hole having a size similar to the second roof opening 514, with two tops 411, four backs 412 and three bottoms. 413 is provided across 413. The length of the roof opening 414 in the X and Y directions is slightly longer than 600 mm.

耐火部材450は、グラスファイバを含む厚さ5mmのマット状の不燃材料、例えばスーパーフェルトン、あるいは厚さ4mmのマット状の不燃材料、例えばフネンエースから成り、ハゼ式折板410の鉛直下方に向く面と既存折板530の鉛直上方に向く面との間に設けられ、鉛直下方からの火災に対して耐火性を発揮する。   The refractory member 450 is made of a matte incombustible material having a thickness of 5 mm including glass fiber, such as Super Felton, or a matte incombustible material having a thickness of 4 mm, for example, Funenace, and is a surface facing the vertically lower side of the goby folding plate 410. And the surface of the existing folded plate 530 that faces vertically upward, and exhibits fire resistance against a fire from vertically below.

以下、図10から12において、頂部411、背部412、及び底部413の長辺に沿う方向(流れ方向)をY方向、頂部411及び底部413の厚さに沿う方向をZ方向、Y方向及びZ方向に対して直交する方向(幅方向)をX方向という。Z正方向が鉛直上方、Z負方向が鉛直下方である。Z方向において、全ての頂部411の幅は等しく、背部412の幅、及び底部413の幅も同様である。   Hereinafter, in FIGS. 10 to 12, the direction along the long sides of the top portion 411, the back portion 412, and the bottom portion 413 (flow direction) is the Y direction, and the direction along the thickness of the top portion 411 and the bottom portion 413 is the Z direction, Y direction, and Z A direction (width direction) orthogonal to the direction is referred to as an X direction. The positive Z direction is vertically upward, and the negative Z direction is vertically downward. In the Z direction, the widths of all the top portions 411 are equal, and the widths of the back portion 412 and the bottom portion 413 are the same.

第1の断熱金具420は、矩形筒状の第1の基部421と、第1の基部421の底面から斜め下方に延びる第1の固定部422とを主に備える。第1の固定部422は、タッピングビス423により既存折板530の背部532に固定される。第1の基部421の底面には、底面の厚さ方向に貫通する孔が設けられ、ボルト523が孔に貫通する。これにより、第1の基部421の底面及び第1の固定部422が既存折板530の頂部531及び背部532に各々密着する。第1の基部421の頂面には、役物440がタッピングビス441により固定される。役物440は、上方に向かって突出する逆L字型の突起442を備える。突起442には、ハゼ式折板410のハゼが締め付けられ、これにより、ハゼ式折板410が第1の断熱金具420に固定される。   The first heat-insulating metal fitting 420 mainly includes a rectangular cylindrical first base portion 421 and a first fixing portion 422 extending obliquely downward from the bottom surface of the first base portion 421. The first fixing portion 422 is fixed to the back portion 532 of the existing folded plate 530 by a tapping screw 423. The bottom surface of the first base 421 is provided with a hole penetrating in the thickness direction of the bottom surface, and the bolt 523 penetrates the hole. Accordingly, the bottom surface of the first base portion 421 and the first fixing portion 422 are in close contact with the top portion 531 and the back portion 532 of the existing folded plate 530, respectively. An accessory 440 is fixed to the top surface of the first base portion 421 by a tapping screw 441. The accessory 440 includes an inverted L-shaped protrusion 442 that protrudes upward. A goblet of the goby folding plate 410 is fastened to the protrusion 442, whereby the goby folding plate 410 is fixed to the first heat insulating fitting 420.

第2の断熱金具430は、矩形筒状の第2の基部431と、第2の基部431の底面から斜め下方に延びる第2の固定部432と、第2の基部431の頂面から斜め下方に延びる第3の固定部433とを主に備える。第2の固定部432は、タッピングビス434により既存折板530の背部532に固定される。第2の基部431の底面には、底面の厚さ方向に貫通する孔が設けられ、ボルト523が孔に貫通する。これにより、第2の基部431の底面及び第2の固定部432が既存折板530の頂部531及び背部532に各々密着する。第2の基部431及び第3の固定部433の頂面には、ハゼ式折板410のハゼが締め付けられ、これにより、ハゼ式折板410が第2の断熱金具430に固定される。   The second heat-insulating metal fitting 430 includes a rectangular cylindrical second base portion 431, a second fixing portion 432 extending obliquely downward from the bottom surface of the second base portion 431, and an obliquely downward direction from the top surface of the second base portion 431. And a third fixing portion 433 extending in the direction. The second fixing portion 432 is fixed to the back portion 532 of the existing folded plate 530 by a tapping screw 434. The bottom surface of the second base 431 is provided with a hole penetrating in the thickness direction of the bottom surface, and the bolt 523 penetrates the hole. As a result, the bottom surface of the second base portion 431 and the second fixing portion 432 are in close contact with the top portion 531 and the back portion 532 of the existing folded plate 530, respectively. On the top surfaces of the second base portion 431 and the third fixing portion 433, a goby of the goby type folded plate 410 is fastened, whereby the goat type folded plate 410 is fixed to the second heat insulating metal fitting 430.

開口閉塞部材800は、厚さ0.5mmの塗装溶融55%アルミニウム−亜鉛合金めっき鋼板(JIS G 3322)から成る枠部材810及び蓋部材820を主に備える。   The opening blocking member 800 mainly includes a frame member 810 and a lid member 820 made of a paint-melted 55% aluminum-zinc alloy plated steel sheet (JIS G 3322) having a thickness of 0.5 mm.

図10から12を参照すると、枠部材810は、Z方向から見たとき、X方向に対する長さが約800mmかつY方向における長さが1100mmである長方形を成し、枠部材810の厚さ方向に開口する枠開口部814と、枠開口部814から延びてハゼ式折板410に接触する枠基部816とを主に備える。   Referring to FIGS. 10 to 12, the frame member 810 is a rectangle having a length of about 800 mm in the X direction and a length of 1100 mm in the Y direction when viewed from the Z direction. A frame opening 814 that opens to the center of the frame, and a frame base 816 that extends from the frame opening 814 and contacts the goby type folded plate 410.

枠開口部814は、枠部材810のX方向及びY方向の略中央に設けられ、X方向及びY方向に対する長さが約600mm、かつZ方向に対する長さが約50mmの正方形筒状を成す。また、枠開口部814は、筒状の側面を成す枠立ち上がり部815を備える。枠立ち上がり部815は、枠部材810の厚さ方向、言い換えるとZ方向、さらに言い換えると枠基部816に対して直角を成すように枠基部816の縁から延びる。枠立ち上がり部815において、枠基部816と接続される端部とは反対側の端部は、枠基部816と平行、つまりX方向及びY方向に平行な方向、言い換えると枠立ち上がり部815に対して直角を成す方向に曲げられて、フランジ817を形成する。   The frame opening 814 is provided in the approximate center of the frame member 810 in the X direction and the Y direction, and forms a square cylinder having a length of about 600 mm in the X direction and the Y direction and a length of about 50 mm in the Z direction. The frame opening 814 includes a frame rising portion 815 that forms a cylindrical side surface. The frame rising portion 815 extends from the edge of the frame base portion 816 so as to be perpendicular to the thickness direction of the frame member 810, in other words, the Z direction, or in other words, to the frame base portion 816. In the frame rising portion 815, the end opposite to the end connected to the frame base 816 is parallel to the frame base 816, that is, in a direction parallel to the X direction and the Y direction, in other words, with respect to the frame rising portion 815. It is bent in a direction that forms a right angle to form a flange 817.

図10及び12を参照すると、枠基部816は、鉛直下方に向けて所定の角度で曲げられるスカート818を備える。所定の角度は、頂部411と背部412とが成す角度と略同じである。枠基部816の鉛直下方に向く面と、枠立ち上がり部815において筒状の内側面と、フランジ817の鉛直上方に向く面に、耐火部材819が貼り付けられる。これらの面は、事業施設の室内側にある面である。   Referring to FIGS. 10 and 12, the frame base 816 includes a skirt 818 that is bent at a predetermined angle vertically downward. The predetermined angle is substantially the same as the angle formed by the top portion 411 and the back portion 412. A refractory member 819 is affixed to the vertically downward surface of the frame base 816, the cylindrical inner surface of the frame rising portion 815, and the vertically upward surface of the flange 817. These planes are on the indoor side of the business facility.

蓋部材820は、Z方向から見たとき、X方向及びY方向において同じ長さ645mmの四辺を持つ正方形を成し、直方体形状の蓋基部821と、蓋基部821の縁、すなわち蓋基部821のZ軸と平行な面から蓋部材820の厚さ方向、つまりZ軸方向に延びる蓋立ち上がり部822とを主に備える。Z軸方向から見たとき、蓋基部821は枠開口部814よりも大きい。蓋基部821のX方向及びY方向における略中央であって、鉛直方向上方に向く面にハンドル823がボルト及びナット824を用いて取り付けられる。蓋基部821の鉛直下方に向く面と、蓋立ち上がり部822における内周面とに、耐火部材828が貼り付けられる。これらの面は、事業施設の室内側にある面である。   The lid member 820 has a square shape with four sides having the same length of 645 mm in the X direction and the Y direction when viewed from the Z direction, and has a rectangular parallelepiped lid base portion 821 and an edge of the lid base portion 821, that is, the lid base portion 821. It mainly includes a lid rising portion 822 extending in the thickness direction of the lid member 820, that is, the Z-axis direction, from a plane parallel to the Z-axis. When viewed from the Z-axis direction, the lid base 821 is larger than the frame opening 814. A handle 823 is attached using bolts and nuts 824 to the surface of the lid base 821 that is substantially the center in the X direction and the Y direction and faces upward in the vertical direction. A fireproof member 828 is attached to the surface of the lid base portion 821 that faces vertically downward and the inner peripheral surface of the lid rising portion 822. These planes are on the indoor side of the business facility.

次に、図10から12を用いて、開口閉塞部材400を既存屋根510の上に取り付けた状態について説明する。図10を参照すると、枠部材410は、4つの頂部411、8つの背部412、及び3つの底部413に跨がって設けられる。   Next, a state where the opening closing member 400 is attached on the existing roof 510 will be described with reference to FIGS. Referring to FIG. 10, the frame member 410 is provided across four top portions 411, eight back portions 412, and three bottom portions 413.

枠基部816の一部は、突起442及び背部412に接触し、スカート818は、背部412に沿って密着する。Y方向に沿って延び、YZ平面に対して対称である2つのスカート818が、それぞれYZ平面に対して対称である2つの背部412に密着するため、枠部材410がX軸方向に移動することがない。スカート818は、タッピングビス825を用いて背部412に固定される。   A part of the frame base portion 816 contacts the protrusion 442 and the back portion 412, and the skirt 818 closely adheres along the back portion 412. The two skirts 818 that extend along the Y direction and are symmetrical with respect to the YZ plane are in close contact with the two back portions 412 that are symmetrical with respect to the YZ plane, so that the frame member 410 moves in the X axis direction. There is no. Skirt 818 is secured to back 412 using tapping screws 825.

枠基部816の一部と頂部411は、シートスタット130を用いて互いに固定されるとともに、山形鋼120に固定される。そして、蓋基部821と蓋立ち上がり部822の内周面とがフランジ817と密着するように、蓋部材820が枠部材810に置かれる。この状態において、既存折板530とハゼ式折板410の間に設けられた耐火部材450と、枠部材810に取り付けられた耐火部材819と、蓋部材820に取り付けられた耐火部材828とが互いに連続し、事業施設の室内側において耐火部材が途切れることが無い。これにより、屋根構造400の耐火性能が確保される。   A part of the frame base 816 and the top 411 are fixed to each other using the sheet stat 130 and also fixed to the angle steel 120. Then, the lid member 820 is placed on the frame member 810 so that the lid base portion 821 and the inner peripheral surface of the lid rising portion 822 are in close contact with the flange 817. In this state, the fire-resistant member 450 provided between the existing folded plate 530 and the goby-type folded plate 410, the fire-resistant member 819 attached to the frame member 810, and the fire-resistant member 828 attached to the lid member 820 are mutually connected. Continuously, the fireproof member is not interrupted on the indoor side of the business facility. Thereby, the fireproof performance of the roof structure 400 is ensured.

作業者は、ハンドル823を把持して、蓋部材820を枠部材810から取り外し、枠開口部814を通って屋根構造400の下に移動することができる。また、ハンドル823を把持して、蓋部材820を枠部材810に取り付け、枠開口部814を塞ぎ、これにより、屋根構造400の耐火性能を確保することができる。   The operator can grasp the handle 823, remove the lid member 820 from the frame member 810, and move it under the roof structure 400 through the frame opening 814. In addition, the handle 823 is gripped, the lid member 820 is attached to the frame member 810, and the frame opening 814 is closed, thereby ensuring the fire resistance of the roof structure 400.

本実施形態によれば、外部から既存屋根510の上に容易に人が入ることができるとともに、既存建物の屋根に耐火構造を付加できる。さらに、既存屋根510の屋根と躯体との間に設けられた設備を容易に点検、維持、及び補修できる。   According to this embodiment, a person can easily enter the existing roof 510 from the outside, and a fireproof structure can be added to the roof of the existing building. Furthermore, the equipment provided between the roof of the existing roof 510 and the housing can be easily inspected, maintained, and repaired.

なお、既存屋根510の上に屋根構造400を設ける構成について説明したが、既存屋根510の上でなく、タイトフレーム520にハゼ式折板410を直接取り付けてもよい。この場合、耐火部材450は、ハゼ式折板410の室内側に貼り付けられる。   In addition, although the structure which provides the roof structure 400 on the existing roof 510 was demonstrated, you may attach the goby type folded board 410 directly to the tight frame 520 instead of on the existing roof 510. FIG. In this case, the refractory member 450 is attached to the indoor side of the goby folding plate 410.

Z方向において、全ての頂部531の幅は等しくなくてもよく、背部532、底部533、頂部411、背部412、及び底部413もまた同様である。   In the Z direction, the widths of all the top portions 531 may not be equal, and the same applies to the back portion 532, the bottom portion 533, the top portion 411, the back portion 412, and the bottom portion 413.

第1の屋根開口414及び第2の屋根開口534は、正方形の孔でなく、その他の矩形や直線又は曲線によって形成される形状の孔であってもよい。   The first roof opening 414 and the second roof opening 534 may not be square holes, but may be holes having a shape formed by other rectangles, straight lines, or curves.

ガルバリウム鋼板の厚さは0.8mmに限定されず、好ましくは0.4mmから0.8mm、又は他の値であってもよい。   The thickness of the galvalume steel sheet is not limited to 0.8 mm, and may preferably be 0.4 mm to 0.8 mm, or another value.

耐火部材450は、前述のものに限定されず、建築基準法及びその他の法令に定められる耐火性能を有する材料であってもよく、ハゼ式折板410の室内側の面に設けられてもよい。   The fire-resistant member 450 is not limited to the above-mentioned ones, and may be a material having fire-resistant performance as defined by the Building Standards Act and other laws and regulations, and may be provided on the indoor side surface of the goby folding plate 410. .

なお、屋根構造400は、ハゼ式折板410を備えるとして説明したが、ハゼ式折板410でなく、ハゼのない折板であってもよい。この場合、第1の断熱金具420及び役物440の代わりに、第2の断熱金具430が用いられる。   Note that the roof structure 400 has been described as including the goby type folded plate 410, but the goat type folded plate 410 may be a folded plate without gobe. In this case, the 2nd heat insulation metal fitting 430 is used instead of the 1st heat insulation metal fitting 420 and the accessory 440. FIG.

なお、図10及び12に図示されたハゼ式折板410には、例示として角ハゼ等を用いたが、その他のハゼ、例えば丸ハゼ等を用いてもよい。   In addition, although the square goby etc. were used for the goby type folding plate 410 shown in FIGS. 10 and 12 as an example, other gozes such as a round goby may be used.

いずれの実施形態においても、提示された値及び形状は例示であって、他の値や形状を採ってもよい。   In any embodiment, the presented values and shapes are examples, and other values and shapes may be taken.

1 高架橋
2 鉄骨躯体等
3 葺き材取付鋼材
4 葺き材
5 躯体
6 補強鋼材
7 吊り天井
10 耐火屋根
11 橋桁
12 梁
13 柱
20 建築物
21 鋼材
22 断熱材
23 ボルト部
24 ナット
31 鉛直部
32 上水平部
33 下水平部
41 折板
42 裏打ち材
43 パッキン
44 ボルト
45 ナット
46 折板
51 受け束
140 屋根材
150 折板
160 耐火部材
300 開口閉塞部材
310 枠部材
319 耐火部材
320 蓋部材
328 耐火部材
DESCRIPTION OF SYMBOLS 1 Viaduct 2 Steel frame etc. 3 Steel material attachment steel material 4 Steel material 5 Steel frame 6 Reinforcement steel material 7 Suspended ceiling 10 Fireproof roof 11 Bridge girder 12 Beam 13 Pillar 20 Building 21 Steel material 22 Heat insulating material 23 Bolt part 24 Nut 31 Vertical part 32 Top horizontal Part 33 Lower horizontal part 41 Folding plate 42 Backing material 43 Packing 44 Bolt 45 Nut 46 Folding plate 51 Receptacle 140 Roofing material 150 Folding plate 160 Fireproof member 300 Opening closing member 310 Frame member 319 Fireproof member 320 Cover member 328 Fireproof member

Claims (7)

厚さ方向に貫通する屋根開口を備える屋根部材と、
前記屋根開口に取り付けられる開口閉塞部材とを備え、
前記屋根部材及び前記開口閉塞部材は、下方からの火災に対して耐火性を有する耐火部材を備える屋根構造。
A roof member comprising a roof opening penetrating in the thickness direction;
An opening closing member attached to the roof opening,
The said roof member and the said opening obstruction | occlusion member are roof structures provided with the fireproof member which has fire resistance with respect to the fire from the downward direction.
複数の躯体から屋根部材を吊り下げて成る屋根構造であって、
前記躯体に固定される躯体側部材を有する吊り下げ部材をさらに備え、
前記屋根部材は、前記躯体側部材の反対側の部材である屋根側部材に取り付けられる請求項1に記載の屋根構造。
A roof structure in which roof members are suspended from a plurality of housings,
A suspension member having a housing side member fixed to the housing;
The roof structure according to claim 1, wherein the roof member is attached to a roof side member that is a member on the opposite side of the housing side member.
既存屋根の上に設けられる屋根構造であって、
前記既存屋根は、厚さ方向に貫通する既存屋根開口を備え、
前記屋根部材は、前記既存屋根に取り付けられる請求項1に記載の屋根構造。
A roof structure provided on an existing roof,
The existing roof includes an existing roof opening penetrating in the thickness direction,
The roof structure according to claim 1, wherein the roof member is attached to the existing roof.
前記開口閉塞部材は、蓋部材と枠部材とを備え、前記枠部材は、その厚さ方向に開口する枠開口部を有し、前記枠開口部の少なくとも一部が前記屋根開口と重複するように前記屋根開口に取り付けられ、前記蓋部材は、前記枠開口部を覆う大きさを有し、前記枠開口部を覆うように前記枠部材に着脱自在に取り付けられる請求項1又は2に記載の屋根構造。   The opening closing member includes a lid member and a frame member, and the frame member has a frame opening that opens in a thickness direction thereof, so that at least a part of the frame opening overlaps the roof opening. The said cover member is attached to the said roof opening, The said cover member has a magnitude | size which covers the said frame opening part, and is attached to the said frame member so that attachment or detachment is possible so that the said frame opening part may be covered. Roof structure. 前記枠開口部は、前記枠部材の厚さ方向に延びる枠立ち上がり部を備え、前記蓋部材は、前記枠開口部よりも大きい蓋基部と、前記蓋基部の縁から前記蓋部材の厚さ方向に延びる蓋立ち上がり部を備え、前記蓋部材は、前記蓋立ち上がり部が前記枠立ち上がり部に覆いかぶさるように前記枠部材に取り付けられる請求項4に記載の屋根構造。   The frame opening includes a frame rising portion extending in a thickness direction of the frame member, and the lid member has a lid base larger than the frame opening and a thickness direction of the lid member from an edge of the lid base. The roof structure according to claim 4, further comprising a lid rising portion extending to the frame member, wherein the lid member is attached to the frame member so that the lid rising portion covers the frame rising portion. 前記枠部材は、前記枠開口部から延びて前記屋根部材に接触する枠基部をさらに備え、前記耐火部材は、前記枠基部及び前記枠立ち上がり部の片面を覆うように取り付けられる請求項4又は5に記載の屋根構造。   The said frame member is further provided with the frame base part which extends from the said frame opening part, and contacts the said roof member, The said fireproof member is attached so that the single side | surface of the said frame base part and the said frame rising part may be covered. The roof structure as described in. 前記蓋部材は、前記枠開口部よりも大きい蓋基部と、前記蓋基部の縁から前記蓋部材の厚さ方向に延びる蓋立ち上がり部を備え、前記耐火部材は、前記蓋基部及び前記蓋立ち上がり部の片面を覆うように取り付けられる請求項4から7のいずれかに記載の屋根構造。
The lid member includes a lid base that is larger than the frame opening, and a lid rising portion that extends from an edge of the lid base in the thickness direction of the lid member, and the fire-resistant member includes the lid base and the lid rising portion. The roof structure according to claim 4, which is attached so as to cover one side of the roof.
JP2016118540A 2016-06-15 2016-06-15 Roof structure Active JP6370336B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000054527A (en) * 1998-08-04 2000-02-22 Sekisui Chem Co Ltd Fire preventive roof
JP2001173181A (en) * 1999-12-22 2001-06-26 Asahi Kasei Corp Roof-surface ventilation unit
JP2002070268A (en) * 2000-08-30 2002-03-08 Almetax Mfg Co Ltd Roof-face ventilation unit
JP2014051792A (en) * 2012-09-05 2014-03-20 Oono Bankin Co Ltd Roof structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000054527A (en) * 1998-08-04 2000-02-22 Sekisui Chem Co Ltd Fire preventive roof
JP2001173181A (en) * 1999-12-22 2001-06-26 Asahi Kasei Corp Roof-surface ventilation unit
JP2002070268A (en) * 2000-08-30 2002-03-08 Almetax Mfg Co Ltd Roof-face ventilation unit
JP2014051792A (en) * 2012-09-05 2014-03-20 Oono Bankin Co Ltd Roof structure

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