JPS63165627A - Refractory structure of pillar in unit building - Google Patents
Refractory structure of pillar in unit buildingInfo
- Publication number
- JPS63165627A JPS63165627A JP31034286A JP31034286A JPS63165627A JP S63165627 A JPS63165627 A JP S63165627A JP 31034286 A JP31034286 A JP 31034286A JP 31034286 A JP31034286 A JP 31034286A JP S63165627 A JPS63165627 A JP S63165627A
- Authority
- JP
- Japan
- Prior art keywords
- fireproof
- unit
- column
- gap
- pillars
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 claims description 69
- 238000000576 coating method Methods 0.000 claims description 22
- 239000011248 coating agent Substances 0.000 claims description 19
- 238000003780 insertion Methods 0.000 claims description 15
- 230000037431 insertion Effects 0.000 claims description 15
- 230000009970 fire resistant effect Effects 0.000 description 7
- 238000010998 test method Methods 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 239000010440 gypsum Substances 0.000 description 3
- 229910052602 gypsum Inorganic materials 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000010425 asbestos Substances 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- 239000000378 calcium silicate Substances 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
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
における柱の耐火構造に関する。Detailed Description of the Invention (Industrial Field of Application) The present invention is directed to the construction of pillars in unit buildings suitable for use in buildings of three or more stories, used for apartment complexes, hospitals, hotels, boarding houses, etc. Regarding fireproof structure.
(従来の技術)
共同住宅、病院、ホテル、下宿等を用途とした三階建以
上の建築物の柱は、建築基準法に基づき、所定の耐火性
能を有する耐火構造でなければならない。従来、柱の耐
火構造としては、実公昭51−26888号公報等に記
載されているような構造が知られている。(Prior Art) Pillars of buildings of three or more stories, which are used for condominiums, hospitals, hotels, boarding houses, etc., must have a fire-resistant structure with a specified fire-resistance performance, based on the Building Standards Act. Conventionally, as a fireproof structure of a column, a structure as described in Japanese Utility Model Publication No. 51-26888 and the like is known.
この従来構造は、隣接するユニットの柱を、耐火材料で
形成された耐火壁材と、断面り字形あるいはU形に形成
された耐火被覆材とで一括して耐火被覆したものであっ
た。In this conventional structure, the pillars of adjacent units are collectively fireproof coated with a fireproof wall material made of a fireproof material and a fireproof covering material formed in an L-shaped or U-shaped cross section.
(発明が解決しようとする問題点)
しかしながら、このような従来の柱の耐火構造にあって
は、耐火被覆材が予め、L字形あるいはU形に一体形成
されていて、耐火壁材に対する接合を現場でしか行なえ
ないために、耐火被覆材の接合に関して精密性を確保す
るのは難しいという問題点があった。(Problems to be Solved by the Invention) However, in such a conventional fireproof structure for pillars, the fireproof covering material is integrally formed in an L-shape or U-shape in advance, and it is difficult to connect it to the fireproof wall material. There was a problem in that it was difficult to ensure precision in joining the fireproof coating because it could only be done on-site.
また、第8図に示すように、耐火被覆材01を分割して
それらを各ユニッ)Aの柱02及び耐火壁材03に予め
接合しておいたとしても、ユニットAの締結によって柱
02の間隔に多少の誤差がでることは避けられないため
に、ユニッ)A締結状態で耐火被覆材01同士の接合が
うまくいかずに、柱02を隙間なく耐火被覆できない恐
れがあった。Furthermore, as shown in Fig. 8, even if the fireproof covering material 01 is divided and joined to the column 02 and the fireproof wall material 03 of each unit A in advance, the connection of the unit A will cause the column 02 to Since it is inevitable that there will be some error in the spacing, there is a possibility that the fireproof covering materials 01 may not be properly joined to each other in the unit A fastened state, and the pillars 02 may not be covered with a fireproof covering without any gaps.
(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、本発明で
は、水平方向に隣接するユニットの柱を一括して耐火被
覆材で被覆して成る柱の耐火構造において、前記耐火被
覆材が、予め各ユニットの柱に接合されている第1耐火
被覆材と、水平方向にユニット同士を締結した状態で形
成される第1耐火被覆材同士の隙間に接合される第2耐
火被覆材と、で形成され、該第2耐火被覆材には、ユニ
ット締結誤差を含んだ第1耐火被覆材同士の隙間の最小
幅より狭幅に形成されて前記隙間に差し込まれる差込部
と、該差込部の側部から延設されて前記第1#火被覆材
と差込部との目地を外側から塞ぐ鍔部と、が設けられて
いる手段とした。(Means for Solving the Problems) The present invention has been made for the purpose of solving the above-mentioned problems.To achieve this purpose, the present invention provides In the fireproof structure of a column in which the columns are collectively covered with a fireproof coating, the fireproof coating is connected to a first fireproof coating that is previously joined to the column of each unit, and the units are horizontally connected to each other. a second fireproof sheathing material that is joined to the gap between the first fireproof sheathing materials formed in the state, and the second fireproof sheathing material includes a gap between the first fireproof sheathing materials that includes a unit fastening error. An insertion part formed narrower than the minimum width of the gap and inserted into the gap, and an insertion part extending from the side of the insertion part to touch the joint between the #1 fire covering material and the insertion part from the outside. The means is provided with a closing flange.
(作 用)
本発明のユニット建築物における柱の耐火構造では、第
2耐火被覆材にユニット締結誤差を含んだ第1耐火被覆
材同士の隙間の最小幅より狭幅に形成された差込部と、
その側部から延設された鍔部とが設けられているために
、柱に接合されている第1#火被覆材同士の隙間がユニ
ットの締結により多少の誤差を有していても、第2耐火
被覆材の差込部をその隙間に容易に差し込むことができ
、しかも、その差込部と第1#火被覆材との目地を鍔部
で外側から塞ぐことができる。(Function) In the fireproof structure of the column in the unit building of the present invention, the insertion portion is formed in the second fireproof sheathing material to be narrower than the minimum width of the gap between the first fireproof sheathing materials including the unit fastening error. and,
Because the flange is provided extending from the side, even if there is some error in the gap between the No. 1 fire sheathing materials that are joined to the pillars due to the fastening of the units, the No. The insertion part of the No. 2 fireproof coating material can be easily inserted into the gap, and the joint between the insertion part and the #1 fireproof coating material can be closed from the outside with the flange part.
また、柱に対する第1耐火被覆材の接合は、予め、工場
において高度な精度で行なうことが可能なため、第2#
火被覆材を接合する際の位置合せも正確かつ容易に行な
うことができる。In addition, since the first fireproof covering material can be joined to the pillars in advance at a factory with a high degree of precision, the second
Positioning when joining fire cladding materials can also be performed accurately and easily.
(実施例) 以下、本発明の実施例を図面により詳述する。(Example) Hereinafter, embodiments of the present invention will be described in detail 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、その柱の耐火構造について説明する
。In describing this embodiment, a three-story unit building will be taken as an example, and the fireproof structure of its pillars will be explained.
まず、実施例のユニット建築物は、第1図に示すように
、3つのユニッ)Aを水平に締結することで1戸の住居
が形成され、これらを更に水平及び垂直に積み重ねて第
2図に示すような、三階建に構成されている。First, in the unit building of the example, one house is formed by horizontally connecting three units (A) as shown in Figure 1, and these are further stacked horizontally and vertically as shown in Figure 2. It is composed of three stories as shown in the figure.
これらの各ユニッ)Aは、床大梁l及び床小梁2と、天
井大梁3及び天井小梁4と、柱5とから躯体が構成され
、この躯体に床材6と天井材7と壁材(外壁材8.内壁
材9.界壁材10)とが取、り付けられた箱状のもので
、第2図に示すように、−階ユニッ)Aは基礎11の上
に据えられて該基礎11に対しボルト緊結されており、
最上階である三階ユニッ)Aの上には屋根材12が据え
られている。Each of these units) A has a frame composed of a floor girder 1, a floor beam 2, a ceiling beam 3, a ceiling beam 4, and a column 5, and this frame has a floor material 6, a ceiling material 7, and a wall material. (Outer wall material 8. Inner wall material 9. Parting wall material 10) are attached to the box-like structure, and as shown in Fig. It is bolted to the foundation 11,
Roofing material 12 is installed on the third floor unit A which is the top floor.
水平方向に隣接するユニッ)Aは、柱5同士が互いに締
結されており、互いに締結されて集まった柱5は、石綿
ケイ酸カルシウム板等の耐火時間1時間以上(JIS
A 1304 建築構造部分の耐火試験方法による)
の耐火材料で形成された耐火被覆材13によって一括し
て耐火被覆されている。In horizontally adjacent unit A, the pillars 5 are fastened to each other, and the pillars 5 assembled together are made of asbestos calcium silicate board etc. with a fire resistance of 1 hour or more (JIS
A 1304 Based on fire resistance test method for building structure parts)
They are collectively covered with a fireproof covering material 13 made of a fireproof material.
まず、第3図〜第5図に示すように、2つのユニッ)A
の柱5が集まった部分の耐火構造について説明する。First, as shown in Figures 3 to 5, two units)A
The fireproof structure of the part where the pillars 5 are gathered will be explained.
ここで耐火被覆材13は、柱5の隅部を覆う2つの断面
り形の第1耐火被覆材131と、該第1耐火被覆材13
1の間のユニッ)Aわたり部を覆う1つの断面凸形の第
2耐火被覆材132とで構成されている。Here, the fireproof covering material 13 includes two cross-sectional first fireproof covering materials 131 that cover the corners of the pillars 5, and the first fireproof covering material 13
1) and a second fireproof covering material 132 having a convex cross section and covering the crossing section A.
第1耐火被覆材131は、工場において、外壁材8を固
定するより前に耐火接着材で柱5に接合され、第2耐火
被覆材132は、第4図に示すように、現場においてユ
ニッ)A同士を締結した後に、耐火接着材で柱5及び前
記第1耐火被覆材131に接合される。The first fire-resistant sheathing material 131 is bonded to the column 5 with a fire-resistant adhesive in the factory before fixing the exterior wall material 8, and the second fire-resistant sheathing material 132 is bonded to the column 5 at the factory as a unit, as shown in FIG. After the parts A are fastened together, they are joined to the pillar 5 and the first fireproof covering material 131 using a fireproof adhesive.
更に、前記第2耐火被覆材132には、第1耐火被覆材
131同士の隙間に差し込まれる差込部132aと、そ
の両側部から延設され、差込部132a差込状態で第1
耐火被覆材131と差込部132aとの間を外側から塞
ぐ鍔部132bと、が設けられている。尚、第1耐火被
覆材131同士の隙間がユニツ)A同士の締結によって
多少の誤差′を有するため、前記差込部132aは、そ
の誤差を含んで第111II火被覆材131の隙間が最
小の場合にも韮込可能な幅に形成されている。Furthermore, the second fireproof coating 132 has an insertion part 132a that is inserted into the gap between the first fireproof coatings 131, and extends from both sides of the insertion part 132a, and when the insertion part 132a is inserted, the first
A flange portion 132b that closes the space between the fireproof covering material 131 and the insertion portion 132a from the outside is provided. In addition, since the gap between the first fireproof coverings 131 has some error due to the fastening of the units A, the insertion part 132a is designed so that the gap between the 111II fireproof coverings 131 is the minimum including the error. It is formed to a width that can be inserted in any case.
前記外壁材8は、例えば、厚さ100mmのALC板等
の耐火時間2時間以上(JIS A 1304 3%築
構造部分の耐火試験方法による)の耐火材料で形成され
、耐火接着材で柱5に固定されている。The exterior wall material 8 is made of a fire-resistant material with a fire-resistance time of 2 hours or more (according to JIS A 1304 fire-resistance test method for 3% built-up structural parts), such as an ALC board with a thickness of 100 mm, and is attached to the pillars 5 with a fire-resistant adhesive. Fixed.
尚、この外壁材8のユニットわたり部には、耐火材がコ
ーキングされている。Incidentally, the unit crossing portion of this outer wall material 8 is caulked with a fireproof material.
従って、2つのユニー2トAの柱5は、−側面が外壁材
8によって覆われ、三側面が耐火被覆材13によって覆
われることで、耐火時間1時間以上(JIS A 13
04 建築構造部分の耐火試験方法による)の耐火性
能が確保されている。Therefore, the columns 5 of the two units A have a fire resistance time of 1 hour or more (JIS A 13
04 The fire resistance performance (based on the fire resistance test method for building structural parts) is ensured.
内壁材9は、石膏ボード等の不燃性の材料で形成されて
おり、柱5に耐火被覆材13を接合した後に枠14を介
して耐火被覆された柱5に固定される。The inner wall material 9 is made of a noncombustible material such as gypsum board, and is fixed to the fireproof coated column 5 via a frame 14 after a fireproof coating 13 is bonded to the column 5.
尚、柱5間にはロックウール等の断熱材15が充填され
ており、また、内壁材9の内面には、グラスウール16
が取り付けられている。Incidentally, a heat insulating material 15 such as rock wool is filled between the pillars 5, and glass wool 16 is filled on the inner surface of the inner wall material 9.
is installed.
次に、第6図及び第7図に示すように、4つのユニッ)
Aの柱5が集まった部分の耐火構造について説明する。Next, as shown in Figures 6 and 7, the four units)
The fireproof structure of the part where the pillars 5 of A are gathered will be explained.
ここで、耐火被覆材13は、柱5の隅部を覆う4つの断
面り形の第1耐火被覆材133と、該第1耐火被覆材1
33の間のユニy)Aわたり部を覆う4つの断面O形の
第2耐火被覆材132とで構成されている。Here, the fireproof coating 13 includes four cross-sectional first fireproof coatings 133 that cover the corners of the pillars 5, and the first fireproof coating 133 that covers the corners of the pillars 5.
It is composed of four second fireproof covering materials 132 having an O-shaped cross section and covering the uni y) A crossing portions between 33 and 33.
従って、2つのユニッ)Aの柱5は、四側面が耐火被覆
材13によって覆われることで、耐火時間1時間以上(
JIS A 1304 建築構造部分の耐火試験方法
による)の耐火性能が確保されている。Therefore, the column 5 of the two units) A has a fire resistance time of 1 hour or more (
JIS A 1304 fire resistance test method for building structural parts) is ensured.
界壁材10は、各戸毎に空間を仕切るもので、軽鉄製の
スタッド17の片面に厚さ12mmの石膏ボード1Bが
固定されると共に、もう片面に厚さ30mmのガラス繊
維入り石膏ボード19が固定されて耐火時間1時間以上
(JIS A 1304 m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、スタッド1Bが耐
火被覆された柱5に固定されている。The parting wall material 10 partitions the space between each unit, and a 12 mm thick gypsum board 1B is fixed to one side of light iron studs 17, and a 30 mm thick glass fiber filled gypsum board 19 is fixed to the other side. The stud 1B is fixed to the pillar 5 coated with a fireproof coating, and has a fire resistance of 1 hour or more (according to JIS A 1304 fire resistance test method for structural parts built in meters).
尚、この界壁材lOは、第6図に示すように。Incidentally, this boundary wall material lO is as shown in FIG.
対向して配設される界壁材10のうち一方が、工場で、
第1耐火被覆材133が接合された後に立設され、他方
が、ユニッ)A同士を締結し、第1耐火被覆材131同
士の隙間に第2耐火被覆材132を接合した後に立設さ
れる。One of the parting wall materials 10 disposed facing each other is in a factory,
The other unit is erected after the first fireproof sheathing material 133 is joined, and the second fireproof sheathing material 132 is erected after the units A are fastened together and the second fireproof sheathing material 132 is joined in the gap between the first fireproof sheathing materials 131. .
次に実施例の作用を説明する。Next, the operation of the embodiment will be explained.
まず、第1耐火被覆材131,133は、予め、工場で
柱5に対して精密に位置合せ及び接合を行なうことがで
きるため、現場で第1耐火被覆材132を接合する際も
その位置合せが正確かつ容易に行なえる。First, since the first fireproof sheathing materials 131 and 133 can be precisely aligned and joined to the pillars 5 in advance at the factory, the positioning can also be done when joining the first fireproof sheathing material 132 on site. can be done accurately and easily.
また、第2耐火被覆材132を接合するにあたり、柱5
に接合されている第1耐火被覆材131.133同士の
隙間がユニッ)Aの締結により多少の誤差を有していて
も、第2耐火被覆材132の差込部132aはその隙間
に容易に差し込むことができる。しかも、その差込部1
32aと第1耐火被覆材131,133との目地は鍔部
132bで外側から塞がれるために、柱5は第1耐火被
覆材131,133と第2耐火被覆材12とによって、
隙間が設けられることなく確実に耐火被覆される。In addition, when joining the second fireproof covering material 132, the pillar 5
Even if the gap between the first fireproof sheathing materials 131 and 133 that are joined to each other has some error due to the fastening of the unit A, the insertion part 132a of the second fireproof sheathing material 132 can be easily inserted into the gap. Can be plugged in. Moreover, the insertion part 1
32a and the first fireproof coating 131, 133 are closed from the outside by the flange 132b.
To ensure fireproof coating without creating any gaps.
以上1本発明の実施例を図面により詳述してきたが、具
体的な構成はこの実施例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 one embodiment of the present invention has been described above in detail with reference to the drawings, the specific configuration is not limited to this embodiment, and the present invention may be modified without 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、−階建や二階建あるいは四階建以上の
ユニー、ト建築物に適用してもよいし、ユニット建築物
以外の鉄骨建築物等に適用してもよい。For example, in the example, the fireproof structure was applied to a three-story unit building, but it may also be applied to a one-story, two-story, or four-story or more unit building, or it may be applied to a unit building other than a unit building. It may be applied to steel frame buildings, etc.
また、実施例では、2つあるいは4つのユニットの柱が
集まる部分の耐火構造について説明したが、3つのユニ
ットの柱が集まる部分に適用してもよい。Further, in the embodiment, a fireproof structure has been described for a portion where pillars of two or four units gather, but the present invention may also be applied to a portion where pillars of three units gather.
更に、耐火被覆材は、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い。Furthermore, the fireproof coating material may be made of a fireproof material other than those used in the examples as long as it has a predetermined fireproof performance.
(発明の効果)
以上説明してきたように、本発明の建築物における柱の
耐火構造にあっては、ユニットの締結により第1耐火被
覆材同士の隙間が多少の誤差を有していても、隙間が生
じることなく容易に第2耐火被覆材を接合することがで
き、確実に柱を耐火被覆することができる。(Effects of the Invention) As explained above, in the fireproof structure of the pillar in the building of the present invention, even if there is some error in the gap between the first fireproof coatings due to the fastening of the units, The second fireproof coating material can be easily joined without creating a gap, and the column can be reliably coated with fireproof coating.
しかも、第1#火被覆材を予め工場で柱に固定しておく
ことが可能なために、接合及び位置合せに関して、精度
が高い柱の耐火構造を得ることができる。Moreover, since it is possible to fix the #1 fire covering material to the column in advance at the factory, it is possible to obtain a fireproof structure of the column with high precision in connection and alignment.
第1図は本発明実施例のユニット建築物を示す横断面図
、第2図は実施例のユニット建築物を示す縦断面図、第
3図は実施例のユニット建築物における耐火構造のユニ
ットつなぎ部分を示す斜視図、第4図は、第1図の要部
Xの説明図、第5図は第1図の要部Xの断面図、第6図
は第1図の要部Yの説明図、第7図は第1図の要部Yの
断面図、第8図は従来のユニット建築物における柱の耐
火構造を示す断面図である。
A・・・ユニット
5・・・柱
13・・・耐火被覆材
131.133・・・第1耐火被覆材
132・・・第2耐火被覆材
132a・・・差込部
132b・・・鍔部
特 許 出 願 人
\1.−/Fig. 1 is a cross-sectional view showing a unit building according to an embodiment of the present invention, Fig. 2 is a longitudinal sectional view showing a unit building according to an embodiment, and Fig. 3 is a unit connection of a fire-resistant structure in a unit building according to an embodiment. 4 is an explanatory diagram of the main part X in FIG. 1, FIG. 5 is a sectional view of the main part X in FIG. 1, and FIG. 6 is an explanation of the main part Y in FIG. 1. FIG. 7 is a sectional view of the main part Y in FIG. 1, and FIG. 8 is a sectional view showing the fireproof structure of columns in a conventional unit building. A...Unit 5...Column 13...Fireproof covering material 131.133...First fireproof covering material 132...Second fireproof covering material 132a...Insert part 132b...Flame part Patent applicant\1. −/
Claims (1)
覆材で被覆して成る柱の耐火構造において、前記耐火被
覆材が、予め各ユニットの柱に接合されている第1耐火
被覆材と、水平方向にユニット同士を締結した状態で形
成される第1耐火被覆材同士の隙間に接合される第2耐
火被覆材と、で形成され、該第2耐火被覆材には、ユニ
ット締結誤差を含んだ第1耐火被覆材同士の隙間の最小
幅より狭幅に形成されて前記隙間に差し込まれる差込部
と、該差込部の側部から延設されて前記第1耐火被覆材
と差込部との目地を外側から塞ぐ鍔部と、が設けられて
いることを特徴とするユニット建造物における柱の耐火
構造。1) In a column fireproof structure in which columns of horizontally adjacent units are collectively covered with a fireproof coating, the fireproof coating is a first fireproof coating that is previously joined to the column of each unit. , a second fireproof sheathing material that is joined to the gap between the first fireproof sheathing materials formed when the units are fastened together in the horizontal direction, and the second fireproof sheathing material is provided with a unit fastening error. an insertion part formed narrower than the minimum width of the gap between the first fireproof sheathing materials and inserted into the gap; A fireproof structure for a column in a unit building, characterized by being provided with a flange that closes a joint with a joint from the outside.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31034286A JPS63165627A (en) | 1986-12-25 | 1986-12-25 | Refractory structure of pillar in unit building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31034286A JPS63165627A (en) | 1986-12-25 | 1986-12-25 | Refractory structure of pillar in unit building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63165627A true JPS63165627A (en) | 1988-07-08 |
JPH0569937B2 JPH0569937B2 (en) | 1993-10-04 |
Family
ID=18004078
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31034286A Granted JPS63165627A (en) | 1986-12-25 | 1986-12-25 | Refractory structure of pillar in unit building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63165627A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06123136A (en) * | 1992-10-13 | 1994-05-06 | Misawa Homes Co Ltd | Fireproof construction of unit building |
JP2003105895A (en) * | 2001-09-28 | 2003-04-09 | Daiwa House Ind Co Ltd | Fire resistive structure for wall having load bearing material installed therein |
JP2015048667A (en) * | 2013-09-03 | 2015-03-16 | 大和ハウス工業株式会社 | Outer wall unit and building |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6842987B2 (en) * | 2017-05-11 | 2021-03-17 | トヨタホーム株式会社 | Building bearing wall structure |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5126888U (en) * | 1974-08-19 | 1976-02-27 | ||
JPS5258218A (en) * | 1975-11-07 | 1977-05-13 | Taisei Kobayashi | Fireeproof covering material of steel skeleton |
-
1986
- 1986-12-25 JP JP31034286A patent/JPS63165627A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5126888U (en) * | 1974-08-19 | 1976-02-27 | ||
JPS5258218A (en) * | 1975-11-07 | 1977-05-13 | Taisei Kobayashi | Fireeproof covering material of steel skeleton |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06123136A (en) * | 1992-10-13 | 1994-05-06 | Misawa Homes Co Ltd | Fireproof construction of unit building |
JP2003105895A (en) * | 2001-09-28 | 2003-04-09 | Daiwa House Ind Co Ltd | Fire resistive structure for wall having load bearing material installed therein |
JP4610819B2 (en) * | 2001-09-28 | 2011-01-12 | 大和ハウス工業株式会社 | Fireproof structure of wall with load bearing material inside |
JP2015048667A (en) * | 2013-09-03 | 2015-03-16 | 大和ハウス工業株式会社 | Outer wall unit and building |
Also Published As
Publication number | Publication date |
---|---|
JPH0569937B2 (en) | 1993-10-04 |
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