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JPH0765341B2 - Fireproof structure of unit building - Google Patents
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JPH0765341B2 - Fireproof structure of unit building - Google Patents

Fireproof structure of unit building

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Publication number
JPH0765341B2
JPH0765341B2 JP61304907A JP30490786A JPH0765341B2 JP H0765341 B2 JPH0765341 B2 JP H0765341B2 JP 61304907 A JP61304907 A JP 61304907A JP 30490786 A JP30490786 A JP 30490786A JP H0765341 B2 JPH0765341 B2 JP H0765341B2
Authority
JP
Japan
Prior art keywords
ceiling
floor
plate
unit
girders
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP61304907A
Other languages
Japanese (ja)
Other versions
JPS63156139A (en
Inventor
貞二 佐藤
隆 橋本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP61304907A priority Critical patent/JPH0765341B2/en
Publication of JPS63156139A publication Critical patent/JPS63156139A/en
Publication of JPH0765341B2 publication Critical patent/JPH0765341B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、共同住宅、病院、ホテル、下宿等を用途とし
た三階建以上の建築物等に用いて好適なユニット建築物
の耐火構造に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a fire resistant structure of a unit building suitable for use in a three-story or more building, such as an apartment, a hospital, a hotel, a boarding house, etc. Regarding

(従来の技術) 大梁及び小梁と柱とから成る躯体に、床板と天井板と壁
板とが取り付けられた箱形のユニットを積み重ねて構成
されているユニット建築物のうち、共同住宅、病院、ホ
テル、下宿等を用途とした三階建以上のものについて
は、建築基準法に基づき、主要構造部(床、大梁、壁、
屋根、柱)が所定の耐火性能を有する耐火構造でなけれ
ばならない。そのため一般的には、床板、天井板、壁板
を耐火材料で形成すると共に、屋根を耐火材料で葺き、
また、特公昭51-17218号公報に記載されているように鉄
骨の柱と梁を耐火材料で被せて耐火被覆することでそれ
らの耐火性能を確保している。そのうち、鉄骨建築物の
梁の耐火構造として、従来一般的には第5図に示すよう
な構造が知られている。
(Prior Art) Among unit buildings constructed by stacking a box-shaped unit in which a floor plate, a ceiling plate and a wall plate are attached to a skeleton composed of large beams, small beams and columns, apartment buildings, hospitals , Three-story buildings and more for hotels, lodgings, etc., the main structural parts (floor, girder, wall,
The roof and pillars must have a fireproof structure with the specified fireproof performance. Therefore, in general, the floor board, ceiling board and wall board are made of refractory material, and the roof is made of refractory material.
Further, as described in JP-B-51-17218, steel columns and beams are covered with a refractory material and covered with a refractory material to ensure their fire resistant performance. Among them, the structure shown in FIG. 5 is generally known as a conventional fireproof structure for a beam of a steel building.

この従来構造は、個々の大梁01に対し耐火被覆材02を被
せ、この耐火被覆材02と耐火材料から形成されている壁
板03及び床板04とでこれらの大梁01を隙間なく耐火被覆
し、また、個々の床小梁05に対しケイ酸カルシウム板等
の耐火被覆板06を被せ、この耐火被覆板06と床板04とで
床小梁05を隙間なく耐火被覆したものであった。
In this conventional structure, each girder 01 is covered with a fireproof coating material 02, and the girder 01 is covered with a fireproof coating without gaps between the fireproof coating material 02 and a wall plate 03 and a floor plate 04 formed of a fireproof material, Further, each floor beam 05 was covered with a fireproof coating plate 06 such as a calcium silicate plate, and the floor beam 05 was fireproof coated with no gap between the fireproof coating plate 06 and the floor plate 04.

ちなみに、第5図では耐火被覆板02、06を大梁01と床小
梁05に貼り付け施工によって被せた例を示しているが、
第6図に示すように、岩綿等の耐火被覆材09を吹き付け
る吹き付け施工によっても行われていた。いずれにして
も大梁01と床小梁05に対して個々に行われていた。
By the way, although FIG. 5 shows an example in which the fireproof covering plates 02 and 06 are attached to the large beam 01 and the floor small beam 05 by the construction,
As shown in FIG. 6, it was also carried out by spraying a fireproof coating 09 such as rock wool. In any case, it was done individually for the girder 01 and the floor girder 05.

また、主要構造部に含まれない天井板07は、石膏ボード
等で形成されていた。
Further, the ceiling board 07, which is not included in the main structure part, was formed of gypsum board or the like.

(発明が解決しようとする問題点) しかしながら、このような従来の耐火構造のように、個
々の大梁01及び床小梁05に対し耐火被覆板02、06を貼り
付けること、あるいは耐火被覆材09を吹き付けること
は、極めて手間を要し面倒であった。
(Problems to be Solved by the Invention) However, as in such a conventional fireproof structure, the fireproof covering plates 02 and 06 are attached to the individual girders 01 and floor girders 05, or the fireproof covering material 09 is used. It was extremely troublesome and troublesome to spray.

加えて、第5図に示すように、それらの耐火被覆板02、
06を貼り付け施工で被せる場合には、耐火被覆板02、06
を床板04と壁板03とに密着させなければならないため
に、個々の大梁01と床小梁05を全て隙間なく耐火被覆す
るのが困難であった。
In addition, as shown in FIG.
When 06 is attached and covered, the fireproof cover plate 02, 06
Since the floor plate 04 and the wall plate 03 must be closely attached, it was difficult to cover all the large girders 01 and the floor girders 05 without gaps.

また、第6図に示すように、耐火被覆材09を吹き付け施
工で梁に被せる場合には、その作業を工場内でのユニッ
トの組み立て時に行うと、工場内での移動途中あるいは
施工現場への運搬途中等において梁に吹き付けられてい
る耐火被覆材09が脱落することがあった。工場内で行わ
ずに、耐火被覆材09の吹き付け施工を施工現場な行う
と、作業性が悪いことから効率が低下し、更に手間を要
するという問題点があった。
Moreover, as shown in FIG. 6, when the beam is covered with the fire-resistant coating material 09 by spraying, if the work is performed at the time of assembling the unit in the factory, the work may be performed during the movement in the factory or to the construction site. The fireproof coating 09 sprayed on the beam sometimes dropped during transportation. If the spraying of the fire-resistant coating material 09 is carried out at the construction site without being carried out in the factory, there is a problem that efficiency is lowered due to poor workability and further labor is required.

また、耐火被覆される大梁01及び床小梁05は、一般的に
床板04と天井板07と壁板03とで形成される天井裏空間08
に配設されるために、外から容易に見ることができず、
管理も困難であるという問題点があった。
Further, the large beam 01 and the floor small beam 05 which are fireproof coated generally have a ceiling space 08 formed by a floor plate 04, a ceiling plate 07 and a wall plate 03.
Since it is installed in the, it cannot be easily seen from the outside,
There was a problem that it was difficult to manage.

(問題点を解決するための手段) 本発明は、上述のような問題点を解決することを目的と
してなされたもので、この目的達成のために、床大梁及
び床小梁と天井大梁及び天井小梁と柱とから成る躯体
に、床板と天井板と壁板とが取り付けられて形成された
箱形のユニットが上下に複数重なって緊結され、上下に
隣接するユニット間に上側のユニットの床板と下側のユ
ニットの天井板とで天井裏空間が形成され、該天井裏空
間に上側のユニットの床大梁及び床小梁と下側のユニッ
トの天井大梁及び天井小梁とを配設し、かつ、天井裏空
間を形成する上側のユニットの床板と下側のユニットの
天井板とを耐火時間1時間(JISA1304建築構造部分の耐
火試験方法)以上の耐火性能を有する耐火材料で形成し
て、天井裏空間を耐火時間1時間(JISA1304建築構造部
分の耐火試験方法)以上の耐火性能を有する構造にした
ことを特徴とするユニット建築物の耐火構造とした。
(Means for Solving Problems) The present invention has been made for the purpose of solving the above problems, and in order to achieve this object, floor girders and floor girders and ceiling girders and ceilings A plurality of box-shaped units formed by attaching a floor plate, a ceiling plate, and a wall plate to a body composed of beam and pillar are vertically stacked and tightly bonded, and the floor plate of the upper unit is vertically interposed between the adjacent units. And a ceiling plate of the lower unit forms an under-ceiling space, and a floor girder and a floor girder of the upper unit and a ceiling girder and a ceiling girder of the lower unit are arranged in the ceiling girth space, And, the floor plate of the upper unit and the ceiling plate of the lower unit forming the space above the ceiling are made of a fire resistant material having a fire resistance time of 1 hour or more (JIS A1304 fire resistance test method of the building structure part), Fireproof time of 1 hour (JIS A1304 construction) And refractory structure of the unit building, characterized in that a structure having a refractory test method) more refractory performance structural parts.

(作用) 本発明のユニット建築物の耐火構造では、上述のような
手段としたために、上下に隣接するユニットのうち上側
のユニットの床大梁及び床小梁と下側のユニットの天井
大梁及び天井小梁とを、上側のユニットの床板と下側の
ユニットの天井板とで同時に耐火被覆することができ
る。
(Operation) In the fireproof structure for a unit building of the present invention, since the above-mentioned means is adopted, the floor girder and floor girder of the upper unit among the vertically adjacent units and the ceiling girder and ceiling of the lower unit The beam can be fireproofed simultaneously with the floorboard of the upper unit and the ceilingboard of the lower unit.

しかも、上下に隣接するユニット緊結させる作業がその
まま上側のユニットの床大梁及び床小梁と下側のユニッ
トの天井大梁及び天井小梁とを同時に耐火被覆させる作
業になり手間がかからない。
Moreover, the work of binding the vertically adjacent units to each other is a work of simultaneously performing fireproof coating on the floor girders and floor girders of the upper unit and the ceiling girders and ceiling girders of the lower unit, which is trouble-free.

また、天井裏空間に配設されてその外からは容易に見る
ことができない大梁及び小梁には耐火を直接施さずに、
外から容易に見ることができる床板と天井板とに耐火が
施されているため、管理が容易に行える。
Also, without directly applying fire resistance to the large and small beams that are placed in the space above the ceiling and cannot be easily seen from the outside,
The floor plate and ceiling plate, which can be easily seen from the outside, are fire-resistant, so management is easy.

(実施例) 以下、本発明の実施例を図面により詳述する。(Examples) Examples of the present invention will be described in detail below with reference to the drawings.

尚、この実施例を述べるにあたって、三階建のユニット
建築物を例にとり、その耐火構造について説明する。
In describing this embodiment, the fireproof structure will be described by taking a three-story unit building as an example.

まず、第1図〜第4図に示すユニット建築物の構成を説
明する。
First, the structure of the unit building shown in FIGS. 1 to 4 will be described.

実施例のユニット建築物は、床大梁1及び床小梁2と、
天井大梁3及び天井小梁4と、柱とから成る躯体に床板
6と天井板7と壁板(外壁板8、内壁板9、間仕切板1
0)とが取り付けられて形成された箱形のユニットA
が、第1図に示すように、上下三段に積み重ねられ、か
つ、その最上段のユニットAの上に屋根11が載せられて
構成されるものである。
The unit building of the embodiment includes a floor girder 1 and a floor girder 2,
Floor board 6, ceiling board 7 and wall board (outer wall board 8, inner wall board 9, partition board 1) in a frame composed of ceiling girders 3 and ceiling joists 4 and pillars.
0) and a box-shaped unit A formed by attaching
However, as shown in FIG. 1, the upper and lower units A are stacked one on top of the other, and the roof 11 is placed on top of the unit A.

このユニット建築物は、上下に隣接するユニットA、A
の間に、上側のユニットAの床板6及び外壁板8と下側
のユニットAの天井板7とで形成される天井裏空間12が
設けられ、この天井裏空間12には、上側のユニットAの
床大梁1及び床小梁2と、下側のユニットAの天井大梁
3及び天井小梁4が配設されている。
This unit building is composed of vertically adjacent units A, A
A ceiling space 12 formed by the floor plate 6 and the outer wall plate 8 of the upper unit A and the ceiling plate 7 of the lower unit A is provided between the upper and lower units A. The floor girder 1 and the floor girder 2, and the ceiling girder 3 and the ceiling girder 4 of the lower unit A are arranged.

また、横に隣接するユニットA、Aの床板6及び天井板
7は、同一平面上に連続して設けられており、各ユニッ
トAの間仕切板10は、床面(床板6の上面)と天井面
(天井板7の下面)との間に立設されている。
In addition, horizontally adjacent units A, the floor plate 6 and the ceiling plate 7 of A are continuously provided on the same plane, and the partition plate 10 of each unit A has a floor surface (the upper surface of the floor plate 6) and a ceiling. It is erected between the surface (the lower surface of the ceiling plate 7).

更に、上下に隣接するユニットAのうち上側のユニット
Aの床大梁1と下側のユニットAの天井大梁3とには、
ユニットA毎に天井裏空間12を横に仕切る仕切板13が固
定されている。尚、この仕切板13は、厚さ25mmの石綿ケ
イ酸カルシウム板等の耐火材料で形成されている。
Further, among the vertically adjacent units A, the floor girder 1 of the upper unit A and the ceiling girder 3 of the lower unit A are
A partition plate 13 for horizontally partitioning the space 12 above the ceiling is fixed for each unit A. The partition plate 13 is made of a refractory material such as a 25-mm thick asbestos calcium silicate plate.

また、第2図及び第3図に示すように、前記床大梁1及
び天井大梁3は匚形鋼で形成され、かつ、床小梁2及び
天井小梁4はI形鋼で形成されており、前記天井大梁3
及び天井小梁4には野縁固定具14を介して野縁15が固定
されている。そして、天井板7は、前記野縁15に対して
タッピングビス16で固定されている。
Further, as shown in FIGS. 2 and 3, the floor girder 1 and the ceiling girder 3 are made of a bar-shaped steel, and the floor girder 2 and the ceiling girder 4 are made of an I-shaped steel. , The ceiling girder 3
A field edge 15 is fixed to the ceiling beam 4 through a field edge fixing tool 14. The ceiling plate 7 is fixed to the field edge 15 with tapping screws 16.

次に、このユニット建築物の耐火構造について説明す
る。
Next, the fireproof structure of this unit building will be described.

まず、耐火性能が要求される主要構造部のうち、床及び
壁は、それぞれ床板6、外壁板8が耐火材料によって形
成されている。例えば、床板6は厚さ18mmの硬質木片セ
メント板が4枚重ねて用いられ耐火時間1時間以上(JI
SA1304建築構造部分の耐火試験方法による)の耐火性能
を有しており、外壁板8は厚さ100mmのALC板等が用いら
れ、耐火時間2時間以上(JISA1304建築構造部分の耐火
試験方法による)の耐火性能を有している。
First, among the main structural parts required to have fire resistance, the floor and the wall are formed of a floor plate 6 and an outer wall plate 8 made of a fire resistant material, respectively. For example, the floor board 6 is made by stacking four hard wood chip cement boards with a thickness of 18 mm, and has a fire resistance time of 1 hour or more (JI
SA1304 has a fire resistance of (based on the fire resistance test method of the building structure), the outer wall plate 8 is a 100 mm thick ALC plate, etc., and the fire resistance time is 2 hours or more (based on the fire resistance test method of the JIS A1304 building structure part). It has a fire resistance of.

また、屋根板11は、その裏面に無機質断熱材が貼り付け
られており、耐火時間30分以上の耐火性能を有してい
る。
Further, the roof plate 11 has an inorganic heat insulating material attached to the back surface thereof, and has a fire resistance performance of a fire resistance time of 30 minutes or more.

更に、天井板7も、例えば、厚さ25mmの石綿ケイ酸カル
シウム板等の耐火時間1時間以上(JISA1304建築構造部
分の耐火試験方法による)の耐火性能を有している耐火
材料で形成されている。即ち、天井裏空間12を形成して
い床板6及び外壁板8と天井板7とが、全て耐火材料で
形成されていることになり、この天井裏空間12に配設さ
れている床大梁1及び床小梁2と天井大梁3と天井小梁
4が同時に耐火被覆され、この全体を床とみた場合に耐
火時間1時間以上(JISA1304建築構造部分の耐火試験方
法による)の耐火性能を得ている。
Furthermore, the ceiling board 7 is also made of a fireproof material having a fireproof performance of a fireproof time of 1 hour or more (according to the JISA1304 fireproof test method of the building structure part) such as a 25 mm thick asbestos calcium silicate board. There is. That is, the floor plate 6, the outer wall plate 8 and the ceiling plate 7 which form the space 12 above the ceiling are all made of a refractory material. Floor girder 2, ceiling girder 3 and ceiling girder 4 are simultaneously fireproof coated, and when the whole is considered as a floor, fireproof time of 1 hour or more (according to JIS A 1304 fireproof test method of building structure part) has been obtained. .

また、柱5は、第4図に示すように、厚さ25mmの石綿ケ
イ酸カルシウム板等の耐火被覆板17を被せることで耐火
被覆されている。
Further, as shown in FIG. 4, the pillar 5 is fireproof coated by covering it with a fireproof coating plate 17 such as a 25 mm thick asbestos calcium silicate plate.

従って、本実施例のユニット建築物は、主要構造部であ
る壁、床、屋根、梁、柱、がそれぞれ必要な耐火性能を
有する耐火構造となっている。
Therefore, the unit building of the present embodiment has a fire resistant structure in which the main structural parts such as walls, floors, roofs, beams, and columns have the required fire resistant performance.

尚、主要構造部に含まれない内壁板9や間仕切板10は、
例えば、石膏ボード、石綿スレート等の不燃性の材料で
形成されている。
The inner wall plate 9 and the partition plate 10 not included in the main structure are
For example, it is made of non-combustible material such as gypsum board and asbestos slate.

次に実施例の作用を説明する。Next, the operation of the embodiment will be described.

本実施例のユニット建築物のユニットAは、工場で箱状
に組み立てられた後、施工現場に搬送される。工場で組
み立てられた各ユニットAは、床板6、天井板7、外壁
板8、屋根板11に耐火材料が用いられていることから、
単独で壁、床、屋根のそれぞれにおいて耐火性能を有し
ている。
The unit A of the unit building of the present embodiment is assembled in a box at the factory and then transported to the construction site. Since each unit A assembled in the factory uses the refractory material for the floor plate 6, the ceiling plate 7, the outer wall plate 8 and the roof plate 11,
It has fire resistance on each wall, floor and roof.

施工現場では、まずユニットAを、基礎18の上に据え、
その基礎18とユニットA及びユニットA同士をボルト緊
結する。ユニットA同士をボルト緊結した時点で天井裏
空間12に配設されている上側のユニットAの床大梁1及
び床小梁2と下側のユニットAの天井大梁3及び天井小
梁4とは、同時に上側のユニットAの床板6及び外壁板
8と下側のユニットAの天井板7及び外壁板8とで耐火
被覆されることになる。
At the construction site, first install the unit A on the foundation 18,
The foundation 18 and the unit A and the unit A are bolted together. The floor girders 1 and floor girders 2 of the upper unit A, and the ceiling girders 3 and ceiling girders 4 of the lower unit A, which are arranged in the ceiling space 12 when the units A are fastened together by bolts, At the same time, the floor plate 6 and the outer wall plate 8 of the upper unit A and the ceiling plate 7 and the outer wall plate 8 of the lower unit A are fireproof coated.

柱5は、予め工場において主な部分に耐火被覆板を被せ
ておき、現場でユニットA同士をボルト緊結した後、横
に隣接するユニットAの柱5間の隙間を塞ぐようにして
耐火被覆板17を被せ、全体を隙間なく耐火被覆する。
The pillars 5 are covered with a fireproof coating plate in the main part in advance in the factory, and after the units A are bolted tightly to each other on the spot, the fireproof coating plates are closed by closing the gaps between the pillars 5 of the units A horizontally adjacent to each other. Cover with 17 and fireproof the whole without any gaps.

従って、工場でユニットAを組み立てる際に、耐火構造
の多くを完成させておくことができ、また、現場におい
て耐火被覆しなければならない梁についても、従来のよ
うに、個々に隙間なく被覆する必要なく、床大梁1及び
床小梁と天井大梁3及び天井小梁4とを一括して同時に
耐火被覆することができるため、現場での作業が容易と
なり、かつ極めて手間が省ける。
Therefore, when the unit A is assembled in the factory, most of the fireproof structure can be completed, and the beams that must be fireproofed on site need to be individually covered without gaps as in the conventional method. Instead, since the floor girders 1 and the floor girders and the ceiling girders 3 and the ceiling girders 4 can be simultaneously fireproof coated, the work at the site becomes easy and the labor is extremely saved.

また、天井裏空間12の外から容易に見ることができる床
板6と天井板と外壁板8とに耐火が施されているため、
管理も容易である。
Further, since the floor plate 6, the ceiling plate and the outer wall plate 8 which can be easily seen from the outside of the ceiling space 12, are fireproofed,
Easy to manage.

更に、天井裏空間12を仕切る仕切板13が耐火材料で形成
されているために、火災時になるユニットAの床板6あ
るいは天井板7が万一破損し、天井裏空間12にかさい導
入したとしても、前記仕切板13によって火災は遮断さ
れ、そこから横隣のユニットAへの火災侵入を防止する
ことができる。
Furthermore, since the partition plate 13 for partitioning the above-ceiling space 12 is made of a refractory material, the floor plate 6 or the ceiling plate 7 of the unit A in the event of a fire should be damaged and should be introduced into the above-ceiling space 12 easily. However, the fire is blocked by the partition plate 13, and it is possible to prevent the fire from entering the horizontally adjacent unit A from there.

以上、本発明の実施例を図面により詳述してきたが、具
体的な構成は実施例いに限られるものではなく、本発明
の要旨を逸脱しない範囲における設計変更等があっても
本発明に含まれる。
Although the embodiments of the present invention have been described in detail above with reference to the drawings, the specific configuration is not limited to the embodiments, and the present invention can be applied even if there is a design change or the like within a range not departing from the gist of the present invention. included.

例えば、実施例では、耐火構造を三階建のユニット建築
物に適用したが、二階建や四階建以上のユニット建築物
等に適用してもよい。
For example, in the embodiment, the fire resistant structure is applied to a three-story unit building, but it may be applied to a two-story, four-story or more unit building.

また、壁板や床板や天井板は、所定の耐火性能を有して
いれば実施例以外の耐火材料を用いてもよく、また、耐
火材料の他の遮音シートや断熱材を付加してもよい。
Further, the wall board, floor board and ceiling board may be made of a refractory material other than those of the examples as long as it has a predetermined fire resistance performance, and a sound insulating sheet or a heat insulating material other than the refractory material may be added. Good.

(発明の効果) 以上説明してきたように、本発明のユニット建築物の耐
火構造にあっては、上下に隣接するユニットの緊結作業
を行うことで、上側のユニットの床大梁及び床小梁と下
側のユニットの天井大梁及び天井小梁とを同時に耐火被
覆することができる手段としたために、これらの大梁及
び小梁を隙間なく個々に被覆するのに比べて容易であ
り、かつ、極めて作業手間が省けるという効果が得られ
る。また、本発明のユニット建築物の耐火構造は耐火時
間1時間以上(JISA1304建築構造部分の耐火試験方法に
よる)以上の耐火性能を有しているので、共同住宅、病
院、ホテル、下宿等を用途とした三階建の建築物に適用
できる。
(Effects of the Invention) As described above, in the fireproof structure for a unit building of the present invention, the floor girders and floor girders of the upper unit are connected to each other by performing the binding work of the vertically adjacent units. Since the ceiling girders and ceiling girders of the lower unit can be simultaneously fireproof coated, it is easier and extremely workable compared to individually coating these girders and girders without gaps. The effect of saving labor can be obtained. Further, since the fire resistant structure of the unit building of the present invention has a fire resistance of 1 hour or more (according to JIS A1304 fire resistance test method of building structure), it can be used in apartments, hospitals, hotels, boarding houses, etc. It can be applied to a three-story building.

しかも、ユニットは大量に工場生産できるため、施工現
場での作業をできるだけ簡略化することでユニット建築
物完成までの時間をより短縮することができる。
Moreover, since the units can be mass-produced at the factory, the time required to complete the unit building can be further shortened by simplifying the work at the construction site as much as possible.

また、天井裏空間の外から容易に見ることができる床板
と天井板とに耐火が施されているため、管理も容易であ
るという効果が得られる。
Further, since the floor plate and the ceiling plate that can be easily seen from the outside of the ceiling space are provided with fire resistance, an effect that management is easy can be obtained.

【図面の簡単な説明】[Brief description of drawings]

第1図は本発明実施例のユニット建築物の耐火構造全体
を示す縦断面図、第2図は実施例構造の要部を示す縦断
面図、第3図は実施例構造の要部を示す斜視図、第4図
は第1図のIV-IV線における横断面図、第5図は従来の
ユニット建築物の耐火構造を示す縦断面図、第6図は従
来構造を示す部分断面図である。 A……ユニット 1……床大梁 2……床小梁 3……天井大梁 4……天井小梁 6……床板 7……天井板 8……外壁板(壁板) 9……内壁板(壁板) 10……間仕切板(壁板) 12……天井裏空間
FIG. 1 is a vertical cross-sectional view showing the entire fire resistant structure of a unit building according to an embodiment of the present invention, FIG. 2 is a vertical cross-sectional view showing a main portion of the embodiment structure, and FIG. 3 is a main portion of the embodiment structure. FIG. 4 is a cross-sectional view taken along line IV-IV of FIG. 1, FIG. 5 is a vertical cross-sectional view showing the fireproof structure of a conventional unit building, and FIG. 6 is a partial cross-sectional view showing the conventional structure. is there. A: Unit 1 ... Floor girder 2 ... Floor girder 3 ... Ceiling girder 4 ... Ceiling girder 6 ... Floor board 7 ... Ceiling board 8 ... Outer wall board (wall board) 9 ... Inner wall board ( Wall plate) 10 …… Partition plate (wall plate) 12 …… Ceiling space

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】床大梁及び床小梁と天井大梁及び天井小梁
と柱とから成る躯体に、床板と天井板と壁板とが取り付
けられて形成された箱形のユニットが上下に複数重なっ
て緊結され、上下に隣接するユニット間に上側のユニッ
トの床板と下側のユニットの天井板とで天井裏空間が形
成され、該天井裏空間に上側のユニットの床大梁及び床
小梁と下側のユニットの天井大梁及び天井小梁とを配設
し、かつ、天井裏空間を形成する上側のユニットの床板
と下側のユニットの天井板とを耐火時間1時間(JISA13
04建築構造部分の耐火試験方法)以上の耐火性能を有す
る耐火材料で形成して、天井裏空間を耐火時間1時間
(JISA1304建築構造部分の耐火試験方法)以上の耐火性
能を有する構造にしたことを特徴とするユニット建築物
の耐火構造。
1. A plurality of box-shaped units, which are formed by attaching a floor plate, a ceiling plate and a wall plate to a skeleton composed of floor girders and floor girders, ceiling girders, ceiling girders and columns, are vertically stacked. The floor space of the upper unit and the ceiling plate of the lower unit form an inter-ceiling space between vertically adjacent units, and the floor girders and floor girders of the upper unit and the lower girders are formed in the ceiling space. The ceiling girder and the ceiling girder of the lower unit are arranged, and the floor plate of the upper unit and the ceiling plate of the lower unit, which form the space above the ceiling, have a fire resistance time of 1 hour (JISA13
04 Fire resistance test method for building structure parts) A fire resistant material having the above fire resistance performance was used to make the space above the ceiling a fire resistance time of 1 hour (JIS A1304 fire resistance test method for building structure parts) or more. Fireproof structure of unit building.
JP61304907A 1986-12-19 1986-12-19 Fireproof structure of unit building Expired - Lifetime JPH0765341B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61304907A JPH0765341B2 (en) 1986-12-19 1986-12-19 Fireproof structure of unit building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61304907A JPH0765341B2 (en) 1986-12-19 1986-12-19 Fireproof structure of unit building

Publications (2)

Publication Number Publication Date
JPS63156139A JPS63156139A (en) 1988-06-29
JPH0765341B2 true JPH0765341B2 (en) 1995-07-19

Family

ID=17938730

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61304907A Expired - Lifetime JPH0765341B2 (en) 1986-12-19 1986-12-19 Fireproof structure of unit building

Country Status (1)

Country Link
JP (1) JPH0765341B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4435837A (en) * 1981-03-05 1984-03-06 President And Fellows Of Harvard College Pattern recognition and orientation system
JPS6047144A (en) * 1984-07-02 1985-03-14 株式会社クボタ Residential compartment fire prevention method

Also Published As

Publication number Publication date
JPS63156139A (en) 1988-06-29

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