JPS6378942A - Room partition wall and its execution - Google Patents
Room partition wall and its executionInfo
- Publication number
- JPS6378942A JPS6378942A JP61221877A JP22187786A JPS6378942A JP S6378942 A JPS6378942 A JP S6378942A JP 61221877 A JP61221877 A JP 61221877A JP 22187786 A JP22187786 A JP 22187786A JP S6378942 A JPS6378942 A JP S6378942A
- Authority
- JP
- Japan
- Prior art keywords
- panel
- partition wall
- runner
- notch
- spring material
- 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
Links
- 238000005192 partition Methods 0.000 title claims description 17
- 239000000463 material Substances 0.000 claims description 15
- 238000010276 construction Methods 0.000 claims description 8
- 238000000034 method Methods 0.000 claims 3
- 238000006073 displacement reaction Methods 0.000 description 5
- 239000010440 gypsum Substances 0.000 description 4
- 229910052602 gypsum Inorganic materials 0.000 description 4
- 229910000746 Structural steel Inorganic materials 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 239000011358 absorbing material Substances 0.000 description 2
- 239000010425 asbestos Substances 0.000 description 2
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- 239000000378 calcium silicate Substances 0.000 description 2
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 2
- 239000011491 glass wool Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 229910052895 riebeckite Inorganic materials 0.000 description 2
- 239000010454 slate Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000009732 tufting Methods 0.000 description 1
- 239000002023 wood 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) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
魔呈上■棋尻分■
本発明は、高層の共同住宅やホテル等における軽量耐火
遮音間仕切壁及びその施工方法に関し、特に耐震及び施
工能率の向上を目的とするものである。[Detailed Description of the Invention] The present invention relates to a lightweight fireproof and sound-insulating partition wall in high-rise condominiums, hotels, etc. and its construction method, and is particularly aimed at improving earthquake resistance and construction efficiency. It is.
従来の１え面
間仕切壁としてコンクリート打ち込み式のものは、耐火
及び遮音に優れている反面、重量が太きく高層建築では
コスト高となるため、近年軽量パネルによる間仕切壁が
いろいろと開発されている。Conventional one-sided partition walls that are cast in concrete have excellent fire resistance and sound insulation, but are heavy and expensive for high-rise buildings, so in recent years various partition walls made of lightweight panels have been developed. .
第８図はそうした軽量パネルの従来の施工例を示す縦断
面図であるが、上部スラブ１に上部ランナー４を取り付
け、下部スラブ２に下部ランナー５を取付け、上下ラン
ナーに不燃性パネルをタフピングネジ１２等で固定して
いる。図示されてはいないが両側パネルの内部にはグラ
スウール等の吸音材料を配置し、軽量耐火遮音間仕切壁
としていた。FIG. 8 is a vertical cross-sectional view showing a conventional construction example of such a lightweight panel, in which an upper runner 4 is attached to the upper slab 1, a lower runner 5 is attached to the lower slab 2, and noncombustible panels are attached to the upper and lower runners using tufting screws 12. etc. is fixed. Although not shown in the drawings, a sound absorbing material such as glass wool was placed inside the panels on both sides to form lightweight fireproof and sound insulating partition walls.
発１）が解決しようとする問題点
しかしながら、第８図に示すような従来の施工方法では
、地震等で上下スラブ間に変位が生じた場合、パネル上
下の取付部分に無理な力がかかって、パネルの欠けやキ
レツを生じ、耐火遮音間仕切壁として致命的な問題を生
ずることがあった。Problem 1) aims to solve However, with the conventional construction method shown in Figure 8, when displacement occurs between the upper and lower slabs due to an earthquake, etc., excessive force is applied to the upper and lower mounting parts of the panel. , the panels could become chipped or cracked, which could be a fatal problem for fireproof and sound-insulating partition walls.
更に詳しく述べると、一般に高層建築物は地震対策上柔
構造となっているため、上下スラブ間の変位も大きい。To explain in more detail, since high-rise buildings generally have flexible structures for earthquake protection, the displacement between the upper and lower slabs is large.
第８図でパネル面と垂直方向の変位に対しては、パネル
が彎曲するため上下取付部の損傷はないが、パネル面と
平行な変位の場合、上下取付ネジ部に作用する応力は極
めて危険なものとなる。一般に不燃性パネルは石綿スレ
ート板、けい酸カルシウム板、繊維補強石こう板、石こ
うホード等が使用されるが、これらのパネルは金属板と
は異り粘りがなく、欠けやキレツが生じやすい材質であ
るため、地震時の損傷が生じ易いのである。As shown in Figure 8, in the case of displacement in the direction perpendicular to the panel surface, there is no damage to the upper and lower mounting parts because the panel is curved, but in the case of displacement parallel to the panel surface, the stress acting on the upper and lower mounting screws is extremely dangerous. Become something. Generally, noncombustible panels are made of asbestos slate boards, calcium silicate boards, fiber-reinforced gypsum boards, gypsum hoard, etc., but unlike metal boards, these panels are not sticky and are prone to chipping and cracking. This makes them susceptible to damage during earthquakes.
次に、パネル取付作業について説明すると、先づパネル
を所定の位置に立てかけ、作業者が脚立等に乗って上部
をビス止めをする。その間補助作業者はパネルが倒れな
いように押えている必要があり、２名１組で作業しなけ
ればならなかった。Next, to explain the panel installation work, first, the panel is propped up in a predetermined position, and the worker stands on a stepladder or the like and screws the top part. During this time, auxiliary workers had to hold down the panels to prevent them from falling over, and they had to work in pairs.
ｃ１点を解ンするための手段と実ｈ（９１本発明は、こ
のような従来の問題点に着目してなされたものであって
、パネル上部のビス止めを行なわずに、上部ランナーを
パネル上部に挿入し半固定式にすることによって、地震
への対策及び施工能率が格段に向上されることを知見し
て本発明を完成した。Means and practice for solving point c1 (91) The present invention was made by paying attention to such conventional problems, and it is possible to attach the upper runner to the panel without fixing the upper part of the panel with screws. The present invention was completed based on the knowledge that by inserting it into the upper part and making it semi-fixed, earthquake countermeasures and construction efficiency can be greatly improved.
以下本発明を図面に基づいて詳しく説明する。The present invention will be explained in detail below based on the drawings.
第１図は本発明の一実施例の縦断面図であり、第２図は
１部切り欠いたその横断面図である。１は上部スラブ、
２は下部スラブ、３は壁又は柱、４は上部スラブに取付
けられた上部ランナーで、厚さ１．６龍程度の溝形鋼で
ある。尚両面パネルの間隔を大きくする場合は山形鋼も
用いられる。５は下部スラブに取付けられた下部ランナ
ーで、厚さ１．６ｎ９度の山形鋼であるが、特に山形鋼
には限定されない。６は不燃性パネルで（以下パネルと
称す）厚さ８部程度の石綿スレート、けい酸カルシウム
板、繊維補強石こう板、石こうボード等である。６ａ、
６ｂはその縦リブであって接着或いは押し出し成形等で
一体的に成形される。縦リブの数は１本以上であって必
要数はパネルの強度撓み等によって定められる。第３図
は縦リブが１本の場合の１例を示す。６ｂは縦リブがパ
ネル端面に設けられた場合であって、必要によって相法
り又は木実加工が施されたり、隣り合せのパネルと接着
されることもある。６Ｃは６ａ、６ｂの上部切り込み部
で上部ランナーを挿入するためのものである。パネルは
上部切り込み部に上部ランナーを挿入し、下部は下部ラ
ンナーにビス等にて固定される。又、遮音性能を更に高
める場合はパネル表面に別の平板を張り足すこともある
。FIG. 1 is a longitudinal sectional view of one embodiment of the present invention, and FIG. 2 is a partially cutaway cross-sectional view thereof. 1 is the upper slab,
2 is a lower slab, 3 is a wall or column, and 4 is an upper runner attached to the upper slab, which is made of channel steel with a thickness of about 1.6 mm. Incidentally, when increasing the distance between double-sided panels, angle iron is also used. Reference numeral 5 denotes a lower runner attached to the lower slab, which is made of angle iron having a thickness of 1.6n and 9 degrees, but is not particularly limited to angle iron. Reference numeral 6 denotes a noncombustible panel (hereinafter referred to as a panel), which is approximately 8 parts thick and is made of asbestos slate, calcium silicate board, fiber-reinforced gypsum board, gypsum board, or the like. 6a,
Reference numeral 6b denotes the vertical rib, which is integrally formed by adhesive or extrusion molding. The number of vertical ribs is one or more, and the required number is determined by the strength and deflection of the panel. FIG. 3 shows an example in which there is one vertical rib. 6b is a case in which vertical ribs are provided on the end face of the panel, and if necessary, the panel may be subjected to interpolation or wood processing, or may be bonded to an adjacent panel. 6C is the upper notch part of 6a and 6b for inserting the upper runner. The upper runner is inserted into the upper notch of the panel, and the lower part is fixed to the lower runner with screws or the like. In addition, if the sound insulation performance is to be further improved, another flat plate may be added to the panel surface.
７は両側パネルで囲まれた空間である。８はその空間部
に配置されたグラスウール、ロックウール等の不燃性吸
音材である。９は上、下及び壁又は柱とパネルの空隙を
充填するロックウール等のマットであり、地震時は各ス
ラブとパネルの緩衝材となる。１０はパネルの下に敷か
れる高さ調節用ライナーである。１）はパネルの表面側
のシール材である。１２はパネル下部を下部ランナーに
固定するビス等である。7 is a space surrounded by panels on both sides. 8 is a nonflammable sound absorbing material such as glass wool or rock wool placed in the space. Numeral 9 is a mat made of rock wool or the like that fills the top, bottom, and gaps between walls or columns and panels, and serves as a cushioning material for each slab and panel in the event of an earthquake. 10 is a height adjustment liner placed under the panel. 1) is a sealing material on the front side of the panel. Reference numeral 12 indicates a screw or the like that fixes the lower part of the panel to the lower runner.
第４図−Ａ、−Ｂはパネル及び縦リブの上部の部分断面
図で、切り込み６０部に挟み込みスプリング材１３を設
けた図、及び挟み込みスプリング材の斜視図を示す。第
５図−Ａ、−Ｂ、第６図−Ａ、−Ｂは第４図と同じで他
の実施例を示す図。FIGS. 4-A and 4-B are partial cross-sectional views of the panel and the upper part of the vertical rib, showing a view in which the pinching spring material 13 is provided in the notch 60, and a perspective view of the pinching spring material. FIGS. 5-A and 5-B and FIGS. 6-A and 6-B are the same as FIG. 4 and show other embodiments.
挟み込みスプリング材を設ける目的は、上部ランナー４
を固く保持するためである。The purpose of providing the sandwiched spring material is to
This is to hold it firmly.
第７図はパネル６の裏面に挟み込みスプリング材を設け
た場合の１例を示す。FIG. 7 shows an example in which a sandwiching spring material is provided on the back surface of the panel 6.
生■上跋果
本発明は以上のような構成となっているから、施工に当
たっては１人の作業者がパネルを傾けて持ち、先づ上部
ランナーをパネル上部の切り込み部に挿入し、次にパネ
ルを垂直にして高さを調節してからパネル下部を下部ラ
ンナーにビス等で固定する。この時パネル上部は半固定
となるから倒れることがなく作業は終始１人で出来るこ
とになる。従って、従来２人で行っていた取付は作業が
１人で可能となるので、労務費が１／２となるばかりで
な（、脚立によって上部をビス止めする作業が不要とな
るから施工能率は格段に向上する。Since the present invention has the above-described structure, one worker holds the panel at an angle during construction, first inserts the upper runner into the notch in the upper part of the panel, and then Adjust the height by making the panel vertical, then fix the bottom of the panel to the bottom runner with screws, etc. At this time, the upper part of the panel is semi-fixed, so it will not fall over and the work can be done by one person from beginning to end. Therefore, installation work that used to be done by two people can now be done by one person, which not only reduces labor costs by half (but also increases construction efficiency because there is no need to screw the top part of the stepladder). Much improved.
次に、上部が半固定であるということは、地震時パネル
面と平行な上下スラブの変位に対しても、パネル上部の
挟み込み部が滑動して、危険な応力とならないので、パ
ネルのキレツや破壊を防止することが出来る。従って地
震時に於いても耐火壁としての性能が低下することはな
い。上下スラブの変位１／１００に対しても何んらの異
状がないことが確認されている。Secondly, the fact that the upper part is semi-fixed means that even if the upper and lower slabs are displaced parallel to the panel surface during an earthquake, the sandwiched part at the top of the panel will not slide and cause dangerous stress, so the panel will not break. Destruction can be prevented. Therefore, even in the event of an earthquake, its performance as a fireproof wall will not deteriorate. It has been confirmed that there is no abnormality even with a displacement of 1/100 of the upper and lower slabs.
第１図は本願発明に係る一実施例の間仕切壁の縦断面図
、第２図は第１図における一部切欠横断面図、第３図は
他の実施例の間仕切壁即ちリブが１本の場合の横断面図
、第４図−Ａ、−Ｂはパネル及び縦リプ上部の部分縦断
面図で切り込みに挟み込みスプリング材を設けた図、及
び挟み込みスプリング材の斜視図を示す。第５図−Ａ、
−Ｂ及び第６図−Ａ、−Ｂは第４図と同じで他の実施例
を示す図、第７図はパネルの裏面に挟み込みスプリング
材を設けた場合の例を示す部分縦断面図、第８図は従来
の間仕切壁の一例を示す縦断面図である。
符号の説明
ｌ・・・上部スラブ、２・・・下部スラブ、３・・・壁
又は柱、４・・・上部ランナー、５・・・下部ランナー
、６・・・パネル、６ａ、６ｂ・・・縦リブ、６Ｃ・・
・切り込み、１３・・・スプリング材。
代理人 弁理士 １）代 蒸 治
第１図 第２図
第３図
第７図FIG. 1 is a vertical cross-sectional view of a partition wall according to an embodiment of the present invention, FIG. 2 is a partially cutaway cross-sectional view of FIG. 1, and FIG. 3 is a partition wall of another embodiment, that is, one rib. FIGS. 4-A and 4-B are partial longitudinal sectional views of the panel and the upper part of the vertical lip, showing a view in which a pinching spring material is provided in the cut, and a perspective view of the pinching spring material. Figure 5-A,
-B and FIGS. 6-A and -B are the same as FIG. 4 and show other embodiments; FIG. 7 is a partial vertical sectional view showing an example in which a sandwiched spring material is provided on the back side of the panel; FIG. 8 is a longitudinal sectional view showing an example of a conventional partition wall. Explanation of symbols l...Top slab, 2...Bottom slab, 3...Wall or column, 4...Top runner, 5...Bottom runner, 6...Panel, 6a, 6b...・Vertical rib, 6C...
・Cut, 13...Spring material. Agent Patent Attorney 1) Osamu Umi Figure 1 Figure 2 Figure 3 Figure 7
Claims (8)
上部に、上部ランナーを挿入可能とした該パネルを複数
枚並べてなる間仕切壁。(1) A partition wall formed by arranging a plurality of noncombustible panels having one or more vertical ribs on the back surface, into which an upper runner can be inserted.
求の範囲（１）記載の間仕切壁。(2) The partition wall according to claim (1), wherein a notch is provided in the upper part of the vertical rib of the panel.
込み部に挟み込みスプリング材を設けた特許請求の範囲
（１）記載の間仕切壁。(3) The partition wall according to claim (1), wherein a notch is provided in the upper part of the vertical rib of the panel, and a sandwiching spring material is provided in the notch.
設けた特許請求の範囲（１）記載の間仕切壁。(4) The partition wall according to claim (1), wherein a sandwiching spring material is provided on the back surface of the upper part of the panel.
上部に、上部ランナーを挿入し、不燃性パネルの下部を
下部ランナーに支持し、該パネルを複数枚並べてなる間
仕切壁の施工方法。(5) A method for constructing a partition wall in which an upper runner is inserted into the upper part of a noncombustible panel having one or more vertical ribs on the back surface, the lower part of the noncombustible panel is supported by the lower runner, and a plurality of such panels are arranged side by side. .
み部に上部ランナーを挿入したことを特徴とする特許請
求の範囲（５）記載の間仕切壁の施工方法。(6) A method for constructing a partition wall according to claim (5), characterized in that a notch is provided in the upper part of the vertical rib of the panel, and an upper runner is inserted into the notch.
込み部に挟み込みスプリング材を設け、挟み込みスプリ
ング材に上部ランナーを挿入したことを特徴とする特許
請求の範囲（５）記載の間仕切壁の施工方法。(7) A partition wall according to claim (5), characterized in that a notch is provided in the upper part of the vertical rib of the panel, a sandwiching spring material is provided in the notch, and an upper runner is inserted into the sandwiching spring material. Construction method.
け、挟み込みスプリング材に上部ランナーを挿入したこ
とを特徴とする特許請求の範囲（５）記載の間仕切壁の
施工方法。(8) The method for constructing a partition wall according to claim (5), characterized in that a sandwiching spring material is provided on the upper rear surface of the panel, and an upper runner is inserted into the sandwiching spring material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61221877A JPS6378942A (en) | 1986-09-22 | 1986-09-22 | Room partition wall and its execution |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61221877A JPS6378942A (en) | 1986-09-22 | 1986-09-22 | Room partition wall and its execution |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6378942A true JPS6378942A (en) | 1988-04-09 |
Family
ID=16773582
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61221877A Pending JPS6378942A (en) | 1986-09-22 | 1986-09-22 | Room partition wall and its execution |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6378942A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6376118U (en) * | 1986-11-04 | 1988-05-20 | ||
| JPH02164965A (en) * | 1988-12-16 | 1990-06-25 | Asano Slate Co Ltd | Noncombustible partition panel |
| JPH02107627U (en) * | 1989-02-16 | 1990-08-27 | ||
| JPH0313642A (en) * | 1989-06-08 | 1991-01-22 | Shimizu Corp | Fire-resistant sound-insulating partition wall |
| JPH0321747A (en) * | 1989-06-15 | 1991-01-30 | Natl House Ind Co Ltd | Partition wall |
| JPH03103555A (en) * | 1989-09-14 | 1991-04-30 | Asano Slate Co Ltd | Incombustible partition panel and its fixing structure |
| JPH047437A (en) * | 1990-04-24 | 1992-01-10 | Asano Slate Co Ltd | Wall panel |
| JPH0534213U (en) * | 1991-10-11 | 1993-05-07 | 清水建設株式会社 | Partition wall mounting structure |
| JP2000320050A (en) * | 1999-03-05 | 2000-11-21 | Shimizu Corp | Partition wall structure |
| JP2010285804A (en) * | 2009-06-11 | 2010-12-24 | Institute Of National Colleges Of Technology Japan | Floor slab structure |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS48101413U (en) * | 1972-03-02 | 1973-11-29 | ||
| JPS5044823U (en) * | 1973-08-21 | 1975-05-07 | ||
| JPS6117650A (en) * | 1984-07-04 | 1986-01-25 | 積水ハウス株式会社 | Attachment of room partition wall and panel attaching metal fitting used therein |
-
1986
- 1986-09-22 JP JP61221877A patent/JPS6378942A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS48101413U (en) * | 1972-03-02 | 1973-11-29 | ||
| JPS5044823U (en) * | 1973-08-21 | 1975-05-07 | ||
| JPS6117650A (en) * | 1984-07-04 | 1986-01-25 | 積水ハウス株式会社 | Attachment of room partition wall and panel attaching metal fitting used therein |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6376118U (en) * | 1986-11-04 | 1988-05-20 | ||
| JPH02164965A (en) * | 1988-12-16 | 1990-06-25 | Asano Slate Co Ltd | Noncombustible partition panel |
| JPH02107627U (en) * | 1989-02-16 | 1990-08-27 | ||
| JPH0313642A (en) * | 1989-06-08 | 1991-01-22 | Shimizu Corp | Fire-resistant sound-insulating partition wall |
| JPH0321747A (en) * | 1989-06-15 | 1991-01-30 | Natl House Ind Co Ltd | Partition wall |
| JPH03103555A (en) * | 1989-09-14 | 1991-04-30 | Asano Slate Co Ltd | Incombustible partition panel and its fixing structure |
| JPH047437A (en) * | 1990-04-24 | 1992-01-10 | Asano Slate Co Ltd | Wall panel |
| JPH0534213U (en) * | 1991-10-11 | 1993-05-07 | 清水建設株式会社 | Partition wall mounting structure |
| JP2000320050A (en) * | 1999-03-05 | 2000-11-21 | Shimizu Corp | Partition wall structure |
| JP2010285804A (en) * | 2009-06-11 | 2010-12-24 | Institute Of National Colleges Of Technology Japan | Floor slab structure |
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