JPH09328836A - Fire-resistive construction and execution method in intermediate-layer combined building - Google Patents

Fire-resistive construction and execution method in intermediate-layer combined building

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Publication number
JPH09328836A
JPH09328836A JP16661396A JP16661396A JPH09328836A JP H09328836 A JPH09328836 A JP H09328836A JP 16661396 A JP16661396 A JP 16661396A JP 16661396 A JP16661396 A JP 16661396A JP H09328836 A JPH09328836 A JP H09328836A
Authority
JP
Japan
Prior art keywords
floor
fire
steel
ceiling
beams
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.)
Pending
Application number
JP16661396A
Other languages
Japanese (ja)
Inventor
Akira Suzuki
晶 鈴木
Nariyasu Murata
成康 村田
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP16661396A priority Critical patent/JPH09328836A/en
Publication of JPH09328836A publication Critical patent/JPH09328836A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To shorten the period of the execution of works by covering a column, a ceiling beam, etc., with a fire resisting material as a steel-framed structure by a general steel material in a first floor section and manufacturing the column and a floor beam and the ceiling beam a fire of a fire-resisting steel material as steel-framed unit structure in upper floors higher than a second floor. SOLUTION: Columns 12 consisting of a general steel material are assembled onto foundations 11 and covered with fire resisting materials 16, and ceilling girders 13, ceiling beams 14, etc., covered with the fire resisting materials 16 and a first floor section 10 is formed. An upper 20 is formed by connecting a room unit 21, the room unit 21 has the frame works of columns, floor beams 23, ceiling beams 24, etc., and each column and beam material is manufactured of a fire-resisting steel material. The surfaces of the columns of each room unit 21 are covered with external wall materials 25 and fire-resisting internal wall materials 28, and the floor materials 26 of ALC panels are installed onto the top face sections of lower flanges in the floor beams 23. Accordingly, a frontage is spread for utilizing the first floor section as a shop, and sections among the columns can be taken in wide areas.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本願発明は、従来一般の鉄骨構造
部分とユニット構造部分との組み合わせ建物に関するも
のであり、特に中、高層建築においてその一階部分を店
舗あるいは倉庫等に利用し、二階以上の上層階を一般住
宅等に利用する形式の中層建物における耐火構造に特徴
を有するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a conventional combined building of a steel structure part and a unit structure part, and particularly in middle and high-rise buildings, the first floor part thereof is used as a store or warehouse, and the second floor It is characterized by a fireproof structure in a middle-rise building in which the above upper floors are used for ordinary houses.

【0002】[0002]

【従来の技術】従来一般の中層建物においては、鉄骨構
造の建物が主流である。これに対し、最近において一般
住宅あるいは住宅用中、高層建物を中心として、いわゆ
るユニット住宅が普及する様になって来ている。しかし
ながら、上記従来一般の鉄骨構造建物とユニット構造住
宅とにおいて、共に一長一短が有り、特に中、高層建物
においてはその耐火性能についても建築基準法上の制約
もあり、建築費等との関係からみて必ずしも満足し得る
建築物とは言い得ない点がある。
2. Description of the Related Art Conventionally, in general middle-rise buildings, buildings having a steel frame structure are the mainstream. On the other hand, in recent years, so-called unit houses have come into widespread use centering on ordinary houses or middle- and high-rise buildings for houses. However, in the above-mentioned conventional general steel structure building and unit structure house, both have advantages and disadvantages, and particularly in middle and high-rise buildings, there are also restrictions on the fire resistance performance under the Building Standards Act, and in view of the relationship with building costs, etc. There are some points that cannot necessarily be said to be a satisfactory building.

【0003】すなわち、中、高層建物の全階をユニット
構造とし、しかも該ユニットをメンブレーン工法による
耐火構造とすると、確かに建築工程或いはユニット自体
の工場における耐火被覆工程等に多くの利点が有るもの
の、例えば、建物の一階部分を店舗或いは倉庫等に利用
するいわゆる組み合わせ建物においては、柱、壁等の無
い広いスペースを構成することが極めて困難である。
That is, if all floors of a middle- and high-rise building have a unit structure and the unit has a fireproof structure by the membrane method, there are certainly many advantages in the building process or the fireproof coating process in the factory of the unit itself. However, for example, in a so-called combined building in which the first floor of the building is used as a store or a warehouse, it is extremely difficult to form a large space without pillars or walls.

【0004】一方、上層階を全て一般鋼材を用いた従来
工法により建設すると、例えば防火の為の耐火被覆に多
大の時間と労力を費やし、建築費、工期の点でも経済的
でなく、更に、一般鋼材を採用したユニット構造を組み
合わせたとしても、耐火構造の為の重量増加や部屋空間
の狭小化、天井高さの制限等種々の問題点を有してい
た。
On the other hand, if all the upper floors are constructed by the conventional construction method using general steel materials, for example, a large amount of time and labor is spent on fireproof coating for fire protection, which is not economical in terms of construction cost and construction period. Even if the unit structure using general steel materials is combined, there are various problems such as increase in weight due to fireproof structure, narrowing of room space, and ceiling height limitation.

【0005】[0005]

【発明が解決しようとする課題】本願発明は上記の点に
鑑み、一階部分を店舗あるいは倉庫等に利用でき、上層
階は住宅等に利用できる中層住宅において、特にその耐
火構造をも考慮して施工期間、建築費用等においてもメ
リットの有る建物構造を提供するものである。本願発明
の第1の課題は、一階部分を例えば店舗として利用する
ために、建物の間口を広くして、柱間を広く取ることの
出来る構造とする。第2の課題として、建物全体の建築
費を出来るだけ安価にし、建築工期の短縮を図るため
に、二階以上の上層部をユニット化することである。さ
らに重要なことは、建物全体の耐振性をも考慮しつつ、
耐火性能の向上を計ることにより建築基準に十分配慮
し、しかも居住性の優れた住宅兼用建築物を構成するこ
とである。
In view of the above points, the present invention is a middle-rise house in which the first floor can be used as a store or warehouse, and the upper floor can be used as a house, especially considering its fireproof structure. It also provides a building structure that has advantages in terms of construction period, construction cost, etc. A first object of the present invention is to provide a structure in which a frontage of a building can be widened and a space between pillars can be widened in order to use the first floor as a store, for example. A second problem is to unitize the upper layers of the second floor and above in order to reduce the construction cost of the entire building as much as possible and shorten the construction period. More importantly, considering the vibration resistance of the entire building,
It is to construct a house / combination building that has excellent habitability by fully considering building standards by improving fire resistance.

【0006】[0006]

【課題を解決するための手段】本願発明の建築物は、そ
の一階部分を一般鋼材による鉄骨構造とし、その鉄骨で
ある柱、天井梁等を必要な耐火材で各鉄骨毎に被覆し、
二階以上の上層階は鉄骨ユニット構造とするとともに、
該上層階のユニット構造における柱および床梁、天井梁
を耐火鋼材(FR鋼材)により構成し、かつ該ユニット
構造においてはメンブレーン工法による面被覆耐火構造
を採用することを特徴とする、中層組み合わせ建物の耐
火構造である。
The building of the present invention has a steel frame structure of the first floor portion of which is a general steel material, and the steel columns such as columns and ceiling beams are covered with a necessary refractory material for each steel frame,
The upper floors above the second floor have a steel frame unit structure,
A middle-layer combination characterized in that the pillars, floor beams, and ceiling beams in the unit structure of the upper floor are made of fire-resistant steel material (FR steel material), and that the unit structure adopts a surface-covered fire-resistant structure by the membrane method. It is a fireproof structure of the building.

【0007】[0007]

【作用】本願発明は、上記の構造を採用することによ
り、一階部分においては従来普通の一般鋼材製鉄骨構造
を採用して、一階部の部屋および間口を広く取ることが
でき、更に天井高さも自由に設計することが出来、店舗
等における設計の自由度の向上を計り、かつ、鉄骨柱、
梁等を各別に耐火被覆することにより高い耐火性能を経
済的に採用することができる。
According to the present invention, by adopting the above-mentioned structure, the steel frame structure made of conventional general steel material is adopted in the first floor portion, so that the room and frontage of the first floor portion can be widened, and the ceiling is further increased. The height can also be freely designed, and the degree of freedom of design in stores etc. is improved, and the steel pillar,
High fireproof performance can be economically adopted by separately providing fireproof coating on the beams and the like.

【0008】さらに、上層階住宅部においてユニット構
造を採用することにより、経済的でしかも工期の短縮を
図ることができる。また、ユニット構造の柱および梁材
として耐火鋼材(FR鋼材)を採用し、耐火被覆手段と
してメンブレーン工法を採用して、ユニット構造に拘ら
ず部屋空間の拡張と、天井部の高さの十分な確保が可能
となる住宅兼用中層建物を得ることができるものであ
る。
Furthermore, by adopting a unit structure in the upper-floor residential section, it is possible to economically shorten the construction period. Moreover, the fireproof steel material (FR steel material) is adopted as the pillars and beams of the unit structure, and the membrane method is adopted as the fireproof covering means, so that the room space can be expanded and the ceiling height can be sufficiently increased regardless of the unit structure. It is possible to obtain a middle-rise building that doubles as a house that can be secured.

【0009】ところで、本願明細書で言う「耐火鋼材
(FR鋼材)」とは、1988年ごろに開発された、一
般鋼にクロムやモリブデン等の合金を添加させることに
より高温耐力を大幅に向上した鋼材のことであって、例
えば一般鋼材の高温時降伏点が350°C近辺で常温時
降伏点の規格値の2/3に低下し、火災時に建築物に要
求される耐力を下回るのに対し、該耐火鋼材(FR鋼
材)においては、高温時降伏点が長期許容応力度を60
0°Cまで保持するものである。
By the way, the "fire-resistant steel material (FR steel material)" referred to in the present specification means that the high temperature proof stress is greatly improved by adding an alloy such as chromium or molybdenum to general steel, which was developed around 1988. For steel materials, for example, the yield point at high temperature of general steel materials falls to 2/3 of the standard value of the yield point at room temperature at around 350 ° C, and falls below the proof stress required for buildings at the time of fire. In the fire-resistant steel material (FR steel material), the yield point at high temperature has a long-term allowable stress level of 60.
The temperature is maintained up to 0 ° C.

【0010】そして、一般に火災温度が1000°C程
度であるので、従来一般鋼材において350°Cまでの
断熱が必要とされる耐火被覆が、耐火鋼材(FR鋼材)
によれば600°Cまでの断熱で良く、耐火被覆が大幅
に軽減される。従って、本願発明における上層階部分
は、そのユニット構造の少なくとも床梁及び天井梁材と
して、上記の耐火鋼材(FR鋼材)を使用することを条
件としている。
Since the fire temperature is generally about 1000 ° C., the conventional fire resistant coating that requires heat insulation up to 350 ° C. is a fire resistant steel (FR steel).
According to the method, heat insulation up to 600 ° C is sufficient, and the fireproof coating is greatly reduced. Therefore, the upper floor portion in the present invention is required to use the above-mentioned refractory steel material (FR steel material) as at least the floor beam and ceiling beam material of the unit structure.

【0011】さらに、該上層階部のユニット構造におけ
る床及び天井部分の耐火被覆手段としては、メンブレー
ン工法による面被覆構造を採用することを前提としてい
る。すなわち、各ユニット構造体の骨組を全て個別に耐
火材を用いて被覆することは、極めて作業工程を煩雑化
するものであり、これをメンブレーン工法により面被覆
する。
Furthermore, it is premised that a surface coating structure by the membrane method is adopted as the fireproof coating means for the floor and ceiling portions in the unit structure of the upper floor. That is, coating the entire frame of each unit structure individually with the refractory material extremely complicates the working process, and this is surface-coated by the membrane method.

【0012】しかしながら、ユニット構造において特に
内壁材や天井壁材として耐火材を用い、十分な耐火性能
を有するためには、従来の一般鋼材に対する耐火被覆工
法としてメンブレーン工法は最適と言い難いものがあっ
た。なぜなら、メンブレーン工法における内壁材、天井
壁材等を厚さの厚い耐火板により構成すると、特にユニ
ットの輸送上の制約から室内の天井高さを十分に高く取
ることが困難であり、また室内空間の狭小化が避けられ
ない等の問題があった。
However, in order to use a fire resistant material as the inner wall material and the ceiling wall material in the unit structure and to have sufficient fire resistance, the membrane method is not the most suitable as the fire resistant coating method for conventional general steel materials. there were. This is because if the inner wall material, ceiling wall material, etc. in the membrane method are made of thick fireproof plates, it is difficult to keep the ceiling height in the room sufficiently high, especially due to restrictions on transportation of the unit. There was a problem that the narrowing of space was unavoidable.

【0013】そこで、本願発明における上層階のユニッ
ト構造においては、耐火鋼材(FR鋼材)の特性とメン
ブレーン工法の特徴とを組合わせることにより、上記の
問題点を解決して十分な天井高さと部屋空間を確保しな
がら、十分な耐火性能を持ちつつ施工の簡単なユニット
建物の各ユニット構造における耐火構造を得るものであ
る。更に、本願発明のユニット構造部分においては、各
ユニット構造のALCパネルから構成される床板を、耐
火鋼材からなる床梁の下側フランジ部上側に固定して、
床全体を低い構造とすることが出来、部屋空間における
天井高さをユニット構造故の制限にも拘らずより高く取
ることができる。
Therefore, in the unit structure of the upper floor in the present invention, by combining the characteristics of the refractory steel material (FR steel material) and the characteristics of the membrane method, the above problems can be solved and a sufficient ceiling height can be obtained. A fire resistant structure is obtained in each unit structure of a unit building which has a sufficient space and a sufficient fire resistance while being easy to construct. Furthermore, in the unit structure portion of the present invention, a floor plate composed of ALC panels of each unit structure is fixed to the upper side of the lower flange portion of the floor beam made of refractory steel,
The entire floor can be made to have a low structure, and the ceiling height in the room space can be made higher despite the limitation due to the unit structure.

【0014】[0014]

【実施例】実施例を図面により説明すると、図1は本願
発明に係る一般鉄骨構造とユニット構造との組み合わせ
における三階建て建物の概略を示している。同図におい
て一階部分10は、従来一般に周知の、普通鋼材による
骨組に適宜の耐火被覆を施した構造となっている。そし
て、一般鋼材の骨組構造の一階部分10の上部には、複
数のユニット構造20を上下左右に連結した上階層部を
もつ、全体で三階建ての組み合わせ建物が示されてい
る。なお、図中符号21は最上階ユニットにおける屋根
部分を示している。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Explaining an embodiment with reference to the drawings, FIG. 1 schematically shows a three-story building in a combination of a general steel structure and a unit structure according to the present invention. In the figure, the first-floor portion 10 has a structure in which a frame made of ordinary steel is coated with an appropriate fireproof coating, which is well known in the related art. A three-story combined building having an upper layer portion in which a plurality of unit structures 20 are connected vertically and horizontally is shown above the first floor portion 10 of the general steel frame structure. Reference numeral 21 in the drawing indicates a roof portion of the uppermost floor unit.

【0015】図2は、図1と同様な本願発明に係る組み
合わせ建物に関するものであって、一階部分10は図1
の実施例と全く同一構造として、柱間、間口等を広く、
天井高さも自由に設計できる一般鋼材を用いた鉄骨構造
部分を示している。上層階には、ユニット構造20を三
段に重ねて、合計で四階建てとした組み合わせ建物であ
る。
FIG. 2 relates to a combined building according to the present invention similar to that of FIG. 1, and the first floor portion 10 is shown in FIG.
Exactly the same structure as the example, wide pillars, frontage,
The figure shows a steel structure part using general steel that allows the ceiling height to be freely designed. On the upper floor, the unit structure 20 is stacked in three steps to form a four-story combined building.

【0016】図3は、図1に示す三階建て組み合わせ建
物の縦断面の概略を示しており、一階部分10を構成す
る一般鋼材からなる柱12が基礎11上に組付けられ、
夫々必要な耐火材16により被覆される。同様に天井大
梁13、天井小梁14等が夫々耐火材16により個別に
被覆される。これらの耐火被覆材は、例示するまでもな
く従来周知のものでよい。また、一階部分10はその外
壁材15として、例えばALCパネル等により囲尭され
ることができる。
FIG. 3 shows an outline of a vertical section of the three-story combination building shown in FIG. 1, in which a pillar 12 made of a general steel material constituting the first floor portion 10 is assembled on a foundation 11.
Each is coated with the required refractory material 16. Similarly, the ceiling girder 13, the ceiling girder 14, and the like are individually covered with the refractory material 16. These refractory coating materials may be well known in the art, without exemplifying them. Further, the first floor portion 10 can be surrounded by an outer wall material 15 thereof, for example, an ALC panel or the like.

【0017】上層階20は各階を構成する部屋ユニット
21の連結により構成され、夫々の部屋ユニット21は
柱22、床梁23、天井梁24等の骨組を有し、それら
の各柱及び梁材は、何れも耐火鋼材(FR鋼材)により
製作される。上階層を構成する各ユニットは当然に工場
等において一括生産され、その耐火手段としてはメンブ
レーン工法が採用される。従って、各ユニット21はそ
の柱22を外壁材25と防火内壁材28とにより面被覆
される。また、床梁23にはその下方フランジの上面部
にALCパネルの床材26が設置され、天井梁24には
その下方に防火天井板27が設けられているので、この
様な構成のユニット21を上下左右に連結することによ
り、該ユニットの柱22、床梁23、天井梁24は何れ
も外壁板25、床板26、天井板27により面被覆され
ることになる。
The upper floor 20 is constructed by connecting room units 21 constituting each floor, and each room unit 21 has a framework of columns 22, floor beams 23, ceiling beams 24, etc., and each of these columns and beam members. Are made of refractory steel (FR steel). Naturally, each unit constituting the upper layer is collectively manufactured in a factory or the like, and the membrane method is adopted as the fireproofing means. Therefore, the pillar 22 of each unit 21 is surface-coated with the outer wall material 25 and the fireproof inner wall material 28. The floor beam 23 is provided with the floor material 26 of the ALC panel on the upper surface of the lower flange thereof, and the ceiling beam 24 is provided with the fireproof ceiling plate 27 below the floor beam 23. The columns 22, floor beams 23, and ceiling beams 24 of the unit are all surface-covered by the outer wall plate 25, the floor plate 26, and the ceiling plate 27 by vertically connecting the columns.

【0018】図4は本願発明に係る組み合わせ建物にお
ける、上層階部のユニット構造に採用される梁部の防火
被覆構造を示している。図における天井部分に位置する
大梁24と、小梁29は夫々上方に、上階部のユニット
構造における床板であるALC板26が位置し、同じく
両梁24、29の下方には、下階部のユニット構造にお
ける防火天井板27が位置している。したがって、ユニ
ット構造の骨組の一部である天井梁はいずれも防火板材
であるALC床板と防火天井板により面被覆されてい
る。そして、各ユニットの骨組材は、いずれも耐火鋼材
(FR鋼材)により構成されているので、特に天井防火
板の厚さをかなり薄くすることができる。
FIG. 4 shows a fireproof coating structure of a beam portion used in a unit structure of an upper floor in a combined building according to the present invention. In the figure, the large beam 24 and the small beam 29 located on the ceiling part are located above the ALC plate 26 which is the floor plate in the unit structure of the upper floor, and below the beams 24 and 29 are the lower floor parts. The fireproof ceiling plate 27 in the unit structure of FIG. Therefore, all the ceiling beams, which are part of the frame of the unit structure, are surface-covered by the ALC floor plate and the fireproof ceiling plate, which are fireproof plate materials. Since the frame members of each unit are made of fire-resistant steel material (FR steel material), the thickness of the ceiling fireproof plate can be considerably reduced.

【0019】実施例において、ALCパネルである床板
26は、厚さ10mmのものを用い、天井防火板27とし
ては、たとえば12.5mmの石膏ボードを2枚貼りとし
ている。その他、ユニットの外壁部構造は図3に示され
ているごとく、耐火鋼材(FR鋼材)からなる柱22を
100mmのALCパネル25と厚さ15mmのガラス繊維
入り強化石膏ボードとしている。
In the embodiment, the floor plate 26, which is an ALC panel, has a thickness of 10 mm, and as the ceiling fireproof plate 27, for example, two 12.5 mm plaster boards are attached. In addition, as shown in FIG. 3, the outer wall structure of the unit is such that the pillar 22 made of refractory steel (FR steel) is an ALC panel 25 of 100 mm and a reinforced gypsum board containing glass fiber of 15 mm thickness.

【0020】図5は、本願発明の組み合わせ建物におけ
る一階天井梁の防火被覆例を示している。この場合、一
階部分の天井梁は一般鋼材により構成されているので、
大梁13の周囲を従来公知の耐火被覆材16により個別
に囲尭している。また、天井防火板31を設けている
が、天井小梁14も例えば図3に示すごとく各別に耐火
被覆を施すことが可能である。なお、図中符号26は二
階部分にあたるユニット構造の床パネルを示している。
FIG. 5 shows an example of a fireproof coating on the ceiling beam of the first floor in the combined building of the present invention. In this case, since the ceiling beams on the first floor are made of general steel,
The perimeter of the girder 13 is individually surrounded by a conventionally known refractory coating material 16. Further, although the ceiling fireproof plate 31 is provided, the ceiling beam 14 can also be individually provided with a fireproof coating as shown in FIG. The reference numeral 26 in the figure indicates a unit-structure floor panel corresponding to the second floor.

【0021】[0021]

【効果】本願発明における組み合わせ建物は、その一階
部分を一般鋼材を用いた鉄骨構造として、その耐火被覆
は鉄骨材の個別被覆を中心としているので、一階部分の
間取り、天井高さ等に設計の自由度があり、しかも十分
な防火手段を採用することができる。さらに、上層階は
ユニット構造の特徴を生かして、耐火被覆工程の簡略化
と施工期間の短縮を計るとともに、鉄骨材として耐火鋼
材を使用することにより耐火被覆材の軽量化等を図るこ
とができ、ユニット構造の寸法上の制限による欠点を解
消できる。また、組み合わせ建物の上層階を軽量化する
ことにより、耐振性の向上等の複合的な効果をも奏し得
るものである。
[Effect] In the combination building in the present invention, the first floor portion has a steel frame structure using general steel material, and the fireproof coating is mainly the individual coating of the steel aggregate material, so the floor plan of the first floor portion, the ceiling height, etc. There is a degree of freedom in design, and sufficient fire protection measures can be adopted. Furthermore, by utilizing the characteristics of the unit structure on the upper floors, the fireproof coating process can be simplified and the construction period can be shortened, and the weight of the fireproof coating can be reduced by using fireproof steel as the steel aggregate. It is possible to solve the drawbacks due to the dimensional limitation of the unit structure. In addition, by reducing the weight of the upper floors of the combined building, it is possible to achieve a composite effect such as improved vibration resistance.

【0022】[0022]

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

【図1】図1は、本願発明に係る一般鉄骨構造とユニッ
ト構造との組み合わせ建物における三階建て建物の概略
図である。
FIG. 1 is a schematic view of a three-story building in a combined building of a general steel structure and a unit structure according to the present invention.

【図2】図2は、本願発明に係る組み合わせ建物に関す
る他の実施例の、四階建て組み合わせ建物の概略図であ
る。
FIG. 2 is a schematic view of a four-story combination building according to another embodiment of the combination building according to the present invention.

【図3】図3は、図1に示す三階建て組み合わせ建物の
縦断面概略図である。
FIG. 3 is a schematic vertical cross-sectional view of the three-story combination building shown in FIG. 1.

【図4】上層階におけるユニット構造部分の、床梁及び
天井梁の被覆構造を示す一部断面図である。
FIG. 4 is a partial cross-sectional view showing a covering structure of a floor beam and a ceiling beam of a unit structure portion on an upper floor.

【図5】一階部分の、一般鋼材による天井梁部の被覆構
造を示す一部断面図である。
FIG. 5 is a partial cross-sectional view showing a covering structure of a ceiling beam portion made of a general steel material in a first floor portion.

【符号の説明】[Explanation of symbols]

10 組み合わせ建物の一階部 12 一階部一般鋼材柱 13 一階部天井一般鋼材大梁 16 一階天井梁用耐火被覆材 20 上層階ユニット構造部 21 ユニット構造体 22 耐火鋼材柱 23 耐火鋼材床梁 24 耐火鋼材天井梁 26 床板ALCパネル 27 ユニット防火天井板 28 ユニット防火壁材 10 First floor of combined building 12 First floor general steel pillar 13 First floor ceiling General steel girder 16 Fireproof coating for first floor ceiling beam 20 Upper floor unit structure 21 Unit structure 22 Fireproof steel column 23 Fireproof steel floor beam 24 Fireproof Steel Ceiling Beam 26 Floorboard ALC Panel 27 Unit Fireproof Ceiling Board 28 Unit Fireproof Wall Material

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 普通鋼材からなる鉄骨柱及び鉄骨梁によ
り骨組を構成し、該骨組の夫々を個々に或いは一括して
耐火被覆した構成の一階部分と、耐火鋼材(FR鋼材)
からなる柱、床梁及び天井梁の骨組を各々防火面材によ
り面被覆することにより構成した複数のユニット構造体
を上下左右に連結した構成の上階部分との組合わせであ
ることを特徴とする組み合わせ耐火建物。
1. A first floor portion of a structure in which a frame is composed of steel columns and beams made of ordinary steel, and each frame is individually or collectively fireproof coated, and a refractory steel (FR steel).
It is characterized in that it is a combination with the upper floor part of a structure in which a plurality of unit structures that are configured by covering the frameworks of columns, floor beams and ceiling beams with fireproof surface materials are connected vertically and horizontally. Combined fireproof building.
【請求項2】 上記ユニット構造の骨組は、外壁部及び
床面材部をALCパネルで、天井部を肉薄の防火パネル
で面被覆したことを特徴とする請求項1に記載の組み合
わせ建物。
2. The combined building according to claim 1, wherein the skeleton of the unit structure has an outer wall portion and a floor surface portion covered with ALC panels and a ceiling portion covered with a thin fireproof panel.
【請求項3】 天井部の肉薄防火材パネルは、石膏ボー
ド2枚貼りとしたことを特徴とする請求項2に記載の組
み合わせ建物。
3. The combined building according to claim 2, wherein the thin fireproof material panel of the ceiling part is formed by attaching two gypsum boards.
【請求項4】 1階部分は建築現場で普通鋼材により
柱、梁を組立て、耐火被覆を行い、その上に柱、梁を耐
火鋼材で組立て、防火面材により面被覆をあらかじめ工
場で行われたユニット構造体を設置し、ジョイント部の
耐火被覆のみ現場で行う、耐火構造中層建築物の施工方
法。
4. The first floor portion is constructed by assembling pillars and beams of ordinary steel at the construction site and fire-resistant coated, and then the columns and beams are assembled by fire-resistant steel material and surface coated with fire-resistant surface material in advance at the factory. A method of constructing a fire-resistant middle-rise building in which a unit structure is installed and only the fire-resistant coating of the joint is performed on-site.
JP16661396A 1996-06-07 1996-06-07 Fire-resistive construction and execution method in intermediate-layer combined building Pending JPH09328836A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16661396A JPH09328836A (en) 1996-06-07 1996-06-07 Fire-resistive construction and execution method in intermediate-layer combined building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16661396A JPH09328836A (en) 1996-06-07 1996-06-07 Fire-resistive construction and execution method in intermediate-layer combined building

Publications (1)

Publication Number Publication Date
JPH09328836A true JPH09328836A (en) 1997-12-22

Family

ID=15834561

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16661396A Pending JPH09328836A (en) 1996-06-07 1996-06-07 Fire-resistive construction and execution method in intermediate-layer combined building

Country Status (1)

Country Link
JP (1) JPH09328836A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007126849A (en) * 2005-11-02 2007-05-24 Ncn:Kk Fire-resisting structure for wooden building
JP2015068112A (en) * 2013-09-30 2015-04-13 大和ハウス工業株式会社 Upper-lower layer boundary part accommodation
JP2015068111A (en) * 2013-09-30 2015-04-13 大和ハウス工業株式会社 Upper-lower layer boundary part fire protection structure
JP2015068114A (en) * 2013-09-30 2015-04-13 大和ハウス工業株式会社 Upper-lower layer connecting member

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007126849A (en) * 2005-11-02 2007-05-24 Ncn:Kk Fire-resisting structure for wooden building
JP2015068112A (en) * 2013-09-30 2015-04-13 大和ハウス工業株式会社 Upper-lower layer boundary part accommodation
JP2015068111A (en) * 2013-09-30 2015-04-13 大和ハウス工業株式会社 Upper-lower layer boundary part fire protection structure
JP2015068114A (en) * 2013-09-30 2015-04-13 大和ハウス工業株式会社 Upper-lower layer connecting member

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