JPH01500604A - Wall structure and elastic runner used therein - Google Patents
Wall structure and elastic runner used thereinInfo
- Publication number
- JPH01500604A JPH01500604A JP50440887A JP50440887A JPH01500604A JP H01500604 A JPH01500604 A JP H01500604A JP 50440887 A JP50440887 A JP 50440887A JP 50440887 A JP50440887 A JP 50440887A JP H01500604 A JPH01500604 A JP H01500604A
- Authority
- JP
- Japan
- Prior art keywords
- flange
- plane
- web
- elastic
- base
- 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
- 230000001154 acute effect Effects 0.000 claims description 3
- 238000005192 partition Methods 0.000 description 13
- 229910000831 Steel Inorganic materials 0.000 description 11
- 239000010959 steel Substances 0.000 description 11
- 239000002184 metal Substances 0.000 description 9
- 229910052751 metal Inorganic materials 0.000 description 9
- 230000005540 biological transmission Effects 0.000 description 6
- 238000005452 bending Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 229910052602 gypsum Inorganic materials 0.000 description 2
- 239000010440 gypsum Substances 0.000 description 2
- 238000004898 kneading Methods 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 238000007747 plating Methods 0.000 description 2
- 229910052725 zinc Inorganic materials 0.000 description 2
- 239000011701 zinc Substances 0.000 description 2
- 241000257465 Echinoidea Species 0.000 description 1
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002557 mineral fiber Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000010561 standard procedure Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7401—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails
- E04B2/7403—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails with special measures for sound or thermal insulation including fire protection
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】 壁構造体およびこれに用いる弾性ランナ技術分野 本発明は部屋間を間仕切り音の伝達を防止する仕切壁板構成する、厚さが薄く且 つ腰折れ抵抗性が高（、弾性に富だ壁構造体およびこれに用いる弾性ランナに関 する。[Detailed description of the invention] Technical field of wall structures and elastic runners used therein The present invention features a thin and thin partition wall plate that prevents the transmission of sound between rooms. High bending resistance (high elasticity) Wall structures and elastic runners used in them do.
背景技術 弾性ランナをこのような間仕切の壁板の支承面として使することは周知である。Background technology The use of resilient runners as bearing surfaces for the wall panels of such partitions is well known.
１９６３年に特許になったネルソンにる米国特許第３．０９（１，１６４号に開 示のランナは第１の平面上配設されるベースフランジと第１の平面と平行な第２ の平上に配設される壁板支承フランジとベースフランジ及び支フランジ間を連結 する傾斜ウェブとを備えて構成されていこの場合支承フランジとベースフランジ との間のウニ父を仕切のフレーム構造体に付設することにより、ランナに弾性を 与え得る。更に弾力性はウェブに離間して形成される口部を介し与えられる。ネ ルソンによるランチは米国のジサムカンパニ（Ｇｙｐｓｕｍ Ｃｏｍｐａｎｙ ）から販売されているＲ（溝形鋼として建設業界で周知である。Nelson U.S. Patent No. 3.09 (published in 1,164), patented in 1963. The illustrated runner has a base flange disposed on a first plane and a second base flange parallel to the first plane. Connecting the wall plate support flange installed on the flat surface of the base flange and the support flange. It consists of an inclined web and a bearing flange and a base flange. By attaching the urchin between the runners to the frame structure of the partition, elasticity is imparted to the runners. can be given. Further resiliency is provided through the mouths spaced apart in the web. Ne Luzon's lunch is provided by Gypsum Company in the United States. R (well known in the construction industry as channel steel) sold by ).
一方、ＲＣ−１溝形鋼の製造費を下げ且つその弾性を向上さまた仕切壁の音の伝 達を更に低下させてパーティなどに適るよう防音性を更に高めることが望まれて いた。且つ又、−１溝形鋼には、腰折れし易（取り扱いに注意が必要である題が あった。ＲＣ−１溝形鋼のウェブに設けられるスロット間間隔及び２フランジ間 の間隔が極めて狭く、溝形鋼を中間近傍で引き上げる時腰折れ状態が生じ易かっ た。製造時に、より薄手の金属シートを用いれば、腰折れ現象も防止出来、ラン ナの製造費を下げる上弾性も高めることも出来よう。On the other hand, it is possible to reduce the manufacturing cost of RC-1 channel steel, improve its elasticity, and improve the sound transmission of partition walls. It is desired to further improve the soundproofing properties to further reduce the noise level and make it suitable for parties etc. there was. In addition, -1 channel steel has the problem of being easily bent (needing to be handled with care). there were. Spacing between slots provided in the web of RC-1 channel steel and between two flanges The spacing between the grooves is extremely narrow, and when pulling up the channel steel near the middle, it is easy to bend. Ta. If a thinner metal sheet is used during manufacturing, the phenomenon of buckling can be prevented and the running speed can be reduced. It would be possible to lower the manufacturing cost of the material and increase its elasticity.
発明の開示 本発明の１目的は出来る限り薄手の金属シートから製造され、且つ壁取付用ネジ を使用可能で腰折れ抵抗性に富んだ弾性ランナを提供することにある。Disclosure of invention One object of the invention is to be manufactured from as thin a metal sheet as possible, and to provide screws for wall mounting. The purpose of this invention is to provide an elastic runner that can be used in a variety of ways and is highly resistant to bending.
本発明の他の目的は壁板が低コスト巨つ軽量な弾性ランチを介しフレーム構造体 から分離される、音伝達係数の高い仕切壁板を提供することにある。Another object of the present invention is to construct wallboards into frame structures through low cost and large lightweight elastic launches. The object of the present invention is to provide a partition wall board with a high sound transmission coefficient that is separated from the
本発明の他の目的と及び利点は以下の説明が進むに応じ明らかとなろう。Other objects and advantages of the invention will become apparent as the description proceeds.
図面の簡単な説明 第１図は本発明による弾性ランナの一実施例の部分斜視図、第２図は第１図の線 ２−２に沿った断面図、第３図は本発明の弾性ランナを用いた仕切り部の一部を 破断して示した斜視図である。Brief description of the drawing FIG. 1 is a partial perspective view of an embodiment of the elastic runner according to the present invention, and FIG. 2 is a line taken along the lines shown in FIG. 2-2, and FIG. 3 shows a part of the partition using the elastic runner of the present invention. It is a perspective view cut away and shown.
発明を実施するための最良の形態 第１図および第２図を参照するに、金属シートから作られた長手の弾性ランナｌ Ｏのベースフランジ１２は扇形のウェブ１６のステー１５を介し壁板の支承フラ ンジ１４に連接されており、ウェブ１６自体はベースフランジ１２および支承フ ランジ１４と一体に形成され且つベースフランジ１２および支承フランジ１４に 対し傾斜し連結される。弾性ランナｌＯの弾性は、ウェブ１６の傾斜およびベー スフランジ１２とウェブ１６との境界部に形成された円弧状で長手のノツチ１８ により与えられる。停止フランジ２０が支承フランジ１４およ、びウェブ１６の 接合部とは反対側の、支承フランジ１４の縁部からウェブ１６の平面に対し鋭角 をなしてベースフランジ１２を含むような平面に向かって延設されている。第２ 図の寸法ｙは寸法Ｘと実質的に等しい又はそれ以上にされる。タブ２２がウェブ ｌＧおよびベースフランジ１２を形成するとき平坦な金属シートを切起して形成 される。弾性ランナ１０のタブ２２により、取付具をベースフランジ１２に配置 し固着するための充分に広い取付領域が確保される。くぼみ部２４がネジの取付 のための案内讐−りとして設けられ、円弧状の各ノツチ１８の中心線と合致させ 、ベースフランジ１２に沿い長手方向に離間して設けられる。BEST MODE FOR CARRYING OUT THE INVENTION Referring to FIGS. 1 and 2, a longitudinal elastic runner l made from sheet metal The base flange 12 of O is attached to the support flange of the wall plate through the stay 15 of the fan-shaped web 16. The web 16 itself is connected to the base flange 12 and the bearing flange 14. integrally formed with the flange 14 and attached to the base flange 12 and the bearing flange 14; It is inclined and connected. The elasticity of the elastic runner lO depends on the inclination and base of the web 16. An arc-shaped and long notch 18 formed at the boundary between the flange 12 and the web 16 is given by Stop flange 20 connects bearing flange 14 and web 16. At an acute angle to the plane of the web 16 from the edge of the bearing flange 14 opposite the joint The base flange 12 extends toward a plane that includes the base flange 12. Second Dimension y in the figures is made substantially equal to or greater than dimension X. Tab 22 is the web When forming the lG and base flange 12, a flat metal sheet is cut and formed. be done. Tabs 22 on resilient runner 10 position the fixture on base flange 12 A sufficiently wide mounting area for fastening is ensured. The recessed part 24 is for screw installation. The notch 18 is provided as a guide for the , are provided spaced apart in the longitudinal direction along the base flange 12.
第３図には、弾性ランナ１０．天井プレート２８、床プレート３０、天井プレー ト２８と床プレート３０と連結する木製スタッド３２、並びに壁板３４から構成 された間仕切り２６が示される。壁板３４と対向する壁板３６はスタッド３２に 直接取り付けられ、消音用ブランケット３８が壁板３４．３６間に区画された空 洞部内に配設される。図示の仕切り部２６の構造において、弾性ランナ１０は天 井プレート２８および床プレート３０に対し平行かつ離間されてスタッド３２に 対し巾方向に延びる。また弾性ランナ１０は支承フランジ１４がベースフランジ １２から上方へ突出するよう配置されることが好ましい。従来の４フイート×８ フイート（約１０．２Ｘ 約２０．４ｃｍ）の大きさの石膏壁板が構成される場 合、弾性ランナ１０間の間隔は約２フイート（約５．１ｃｍ）にすることが望ま しい。一方この間隔は、現在汎用の３フィートス５フイート（約７．６２Ｘ 約 １２．７ｃｍ）のスタッドでタイル裏板として用いられるセメントボードのよう な他の壁板等、壁板の種類および寸法に応じて変更し得る。いずれの場合、弾性 ランチｌＯはこれと隣接する壁板３４が共通の支承フランジ１４に対し取付可能 に配置される。FIG. 3 shows an elastic runner 10. Ceiling plate 28, floor plate 30, ceiling plate Consisting of a wooden stud 32 that connects the base plate 28 and the floor plate 30, and a wall board 34. A partition 26 is shown. The wall plate 36 facing the wall plate 34 is attached to the stud 32. Directly attached, the sound deadening blanket 38 is installed in the air space defined between the wall panels 34, 36. It is placed inside the cave. In the illustrated structure of the partition section 26, the elastic runner 10 is The studs 32 are parallel to and spaced apart from the well plate 28 and the floor plate 30. Extends in the width direction. Further, in the elastic runner 10, the support flange 14 is a base flange. It is preferable that it is arranged so as to protrude upward from 12. Conventional 4 feet x 8 When gypsum wallboard of the size of feet (approx. 10.2 x approx. 20.4 cm) is constructed. In this case, it is desirable that the spacing between the elastic runners 10 be approximately 2 feet (approximately 5.1 cm). Yes. On the other hand, this spacing is currently the general-purpose 3 feet to 5 feet (approximately 7.62 12.7cm) studs, similar to cement board used as a tile backing. and other wallboards, etc., may vary depending on the type and dimensions of the wallboard. In either case, elastic The launch lO can be attached to the adjacent wall plate 34 to a common bearing flange 14. will be placed in
弾性ランナｌＯの弾性力は、弾性ランナ１０を持ち上げても腰折れせず、且つ壁 板３４が取り付けられる際に第３図の間仕切り２６の各弾性ランナｌＯのウェブ １６に加わる負荷に耐え得るに必要な強度をウェブＩ６が保持し得る範囲内で、 ウェブ１６から金属材料を最大限除去することにより、高めることが出来る。The elastic force of the elastic runner 10 is such that even if the elastic runner 10 is lifted up, it will not bend, and The web of each elastic runner lO of the partition 26 in FIG. 3 when the plate 34 is installed. Within the range in which the web I6 can maintain the strength necessary to withstand the load applied to the web I6, This can be enhanced by removing as much metal material from the web 16 as possible.
円弧状で長手のノツチ１８により、支承フランジ１４からスタッド３２への音波 の短い伝達路を形成するウェブ１６の面積を最小限にし、且つ各ノツチ１８の頂 部および支承フランジ１４間の腰折れを防止する強度を与えるに充分なウェブ１ ６の金属材料量をも最小限にし得る。ノツチ１８が円弧状に形成されていること により、ノツチ１８の断面積が急激に変化しないので、ウェブ１６に一部に応力 が集中することが防止できる利点がある。The arcuate and elongated notch 18 allows the sound waves to flow from the bearing flange 14 to the stud 32. The area of the web 16 forming a short transmission path is minimized, and the top of each notch 18 is web 1 sufficient to provide strength to prevent buckling between the support flange 14 and the bearing flange 14; The amount of metal material 6 can also be minimized. The notch 18 is formed in an arc shape. As a result, the cross-sectional area of the notch 18 does not change suddenly, so stress is applied to a portion of the web 16. This has the advantage of preventing concentration of
ノツチ１８の円弧状で長手の形状は円弧の弦の長さと弦から円弧の頂部への垂直 線の長さとの比により決められる。本発明の場合、この比は約１６対１であるこ とが好ましい。例えば、弾性ランナ１０の好ましい実施態様において、ベースフ ランジ１２（タブ２２を含む）の幅は約０．３インチ（約０．７６ｃｍ）、支承 フランジ１４の幅は約１．２５インチ（約３．１８ｃｍ ）、ｙ＝ｘ＝ ０．３ ７５インチ（約Ｑ、９５ｃｍ ） 、各ノツチ１８の全長が約３インチ（約７． ６２ｃｍ） およびノツチ１８間の間隔は約４インチ（約１０．２ｃｍ） であ る。好ましい弾性ランナ１０を作成する際に用いられる金属シートの幅は僅か約 ２．５インチ（約６．３５ｃｍ） であり、亜鉛めっき鋼板シートの幅は僅か約 ０．０１７〜０．０２０インチ（約０．０４３ないし約０．０５ｔｃｍ）（亜鉛 めっき処理前は最小０．０１６インチ（約０．０４１ｃｍ））であり、このため 、弾性ランナ１０に必要な材料費は亜鉛めっき処理後の厚さが０．０２１〜０． ０２５インチ（約０．０５３ないし約０．０６４ｃ ｍ ） 、幅が３インチ以 上（約７．６２ｃｍ）の金属シートから作る上記のＲＣ−１溝形鋼に比べ大幅に 安価になる。弾性ランナ１０全体の幅を大に、且つ厚さを厚（しても材料費が増 大するだけで、機能が向上するものでもない。The arc-shaped and longitudinal shape of notch 18 is determined by the length of the chord of the arc and the vertical direction from the chord to the top of the arc. It is determined by the ratio to the length of the line. For the present invention, this ratio is approximately 16 to 1. is preferable. For example, in a preferred embodiment of the elastic runner 10, the base plate The width of lunge 12 (including tab 22) is approximately 0.3 inch (approximately 0.76 cm); The width of the flange 14 is approximately 1.25 inches (approximately 3.18 cm), y = x = 0.3 75 inches (approximately Q, 95 cm), the total length of each notch 18 is approximately 3 inches (approximately 7. 62 cm) and the spacing between the notches 18 is approximately 4 inches (approximately 10.2 cm). Ru. The width of the metal sheet used in making the preferred elastic runner 10 is only about 2.5 inches (approximately 6.35 cm), and the width of the galvanized steel sheet is only approximately 0.017 to 0.020 inch (approximately 0.043 to approximately 0.05 tcm) (zinc Before plating, the minimum diameter is 0.016 inch (approximately 0.041 cm), so The material cost required for the elastic runner 10 is such that the thickness after galvanizing is 0.021~0. 025 inch (approximately 0.053 to approximately 0.064 cm), width of 3 inches or more Significantly larger than the above RC-1 channel steel made from a metal sheet (approximately 7.62 cm). Becomes cheaper. The overall width and thickness of the elastic runner 10 can be increased (even if the material cost increases). Just making it bigger does not improve its functionality.
重要な点は、本発明の弾性ランナ１０の他部の寸法に関係なく、支承フランジ１ ４からノツチ１８までの最小距離は停止フランジ２０の幅と少な（とも実質的に 同じ又はそれ以上、例えばｙ＝ｘにすることにある。成形前には鋼シートを亜鉛 めっきすることが好ましい。このシートはノツチ１８の円弧状の形状を有する複 数の棟（ｌａｎｃｉｎｇ ） 状ツールを備えた上部ロールと数が練状ツールと 同一で練状ツールと整合する切断刃部を備えた下部ロールとからなる動力ロータ リツールを介し圧延成形される。練状ツールおよび切断ツールは平坦な金属シー トに所望の間隔をもってスリットを形成するため各ロールに離間して配置される 。（ぼみ部２４も又同一作業で金属シートに押圧成形され得る。次に、スリット を付けた金属シートはロール成形機に送られ、ベースフランジ１２とステー１５ とのなす斜角が上部型により形成されるに伴い、下部型が突出されてベースフラ ンジ１２のタブ２２が円弧状スリットに沿って金属シートのウェブ部から切起さ れる。これにより扇形のウェブ］６、平坦なタブ２２およびくぼみ部２４は不要 なスクラップ材を生じる事な（形成される。The important point is that regardless of the dimensions of the other parts of the resilient runner 10 of the present invention, the bearing flange 1 4 to the notch 18 is less than the width of the stop flange 20 (both substantially The purpose is to make it the same or greater, for example y=x. Zinc steel sheet before forming Plating is preferred. This sheet has a circular arc shape with notches 18. The upper roll is equipped with a lancing tool and the number is a kneading tool. A power rotor consisting of a lower roll with cutting blades that are identical and consistent with the kneading tool. It is rolled and formed through retooling. Drilling tools and cutting tools are The slits are spaced apart on each roll to form slits with the desired spacing in the . (The recess 24 can also be pressed into the metal sheet in the same operation. Next, the slit The metal sheet with attached is sent to a roll forming machine, and the base flange 12 and stay As the bevel formed by the upper mold is formed by the upper mold, the lower mold is protruded and the base frame is The tab 22 of the hinge 12 is cut and raised from the web portion of the metal sheet along the arcuate slit. It will be done. This eliminates the need for fan-shaped webs] 6, flat tabs 22 and recesses 24. No scrap material is generated (formed).
間仕切り２６に対し音伝達損テストを行った。このとき間仕切り２６の各弾性ラ ンナ１Ｇを、１６インチ（約４０．６ｃｍ）間隔で離間し、２Ｘ４ インチ（約 Ｓ、ｔＸ約１０．２ｃｍ ） ノ市販の木製スタッド３２の片側から夫々 ２４ インチ（約６１ｃｍ）ｌｌｉ１間した。また消音用のブランケット３８として、 厚さカ３．５インチ（約８．８９ｃｍ）、密度が立方インチ当たり２．５ポンド （約７０ｇ／ｃｍ”）のサーマファイバ（ＴＨＥＲＭ Ａ Ｆ Ｔ Ｂ Ｅ Ｒ ）の鉱物繊維製ブランケットを使用した。A sound transmission loss test was conducted on the partition 26. At this time, each elastic rubber of the partition 26 spacer 1G at 16 inch (approx. 40.6 cm) intervals, and 2×4 inch (approx. S, tX approx. 10.2cm) 24 from each side of commercially available wooden stud 32 The length was 1 inch (approximately 61 cm). Also, as a sound deadening blanket 38, 3.5 inches thick, 2.5 pounds per cubic inch density (approximately 70 g/cm”) therma fiber (THERM A F T B E R ) mineral fiber blanket was used.
壁板３４．３６としては、シートロック（ＳＨＥＥＴＲＯＣＫ）社の厚さ５７８ インチ（約１．０８ｃｍ ）のファイアファ（ＦＩＲＥＣＯＤＥ）石膏パネルを 使用し、Ｕ３Ｏ型のスバグルヘッド（ＳＢｕｇｌｅ ｔｌｅａｄ ）ネジを夫々 １２インチ（約３０．４８ｃｍ） 間隔で螺結した。パネル間の接合部はテー プを貼り、間仕切り２６の両側周部を単一線状のＵＳＧ音響シーラントで密封し た。且つ当該ストはＡＳＴＭ Ｅ３３６−８４の標準法“建物内での空気伝達音 の絶縁度の測定”に基づいて行った。この結果間仕切り２６のＦＳＴＣは５３で あった。As the wall plate 34.36, the thickness 578 manufactured by SHEETROCK is used. Inch (approx. 1.08 cm) FIRECODE plaster panel Use U3O type Subagle head (SBugle tlead) screws respectively. They were screwed together at 12 inch (approximately 30.48 cm) intervals. The joints between panels are taped. Then, seal the sides of the partition 26 with a single line of USG acoustic sealant. Ta. In addition, the strike was conducted in accordance with ASTM E336-84 standard method “Airborne Sound in Buildings”. As a result, the FSTC of partition 26 was 53. there were.
このＦＳＴＣ値は１音伝達クラスの決定”に関するＡＳＴＭ Ｅ４１３−７３の 標準分類に厳密に従って行ったテスト結果から得たものである。This FSTC value is based on ASTM E413-73 for “Determination of one-tone transmission class.” These are the results of tests carried out in strict accordance with standard classifications.
更に弾性ランナ１０の剛性即ち腰折れ抵抗性を周知のＲＣ−１溝形鋼の剛性と比 較した。このとき弾性ランナ１０の厚さは０８０１９インチ（約０．０４８ｃｍ ）であり、ＲＣ−１溝形鋼の厚さは０．０２１インチ（約０．０５３ｃｍ ） であった。弾性ランナ１０及び溝形鋼の全長（スパン）は夫々 １８インチ（約 ４５．７２ ｃｍ）にし、中点に腰折れ状態が生じるまで増分的に荷重を増加し た。弾性ランチ１Ｇに加わった極限荷重は２２．８％で、この値は弾性ランナ】 Ｏの厚さが１０％薄いにもかかわらずＲＣ−１溝形鋼の極限荷重より大であった 。Furthermore, the stiffness of the elastic runner 10, that is, the bending resistance, was compared with the stiffness of the well-known RC-1 channel steel. compared. At this time, the thickness of the elastic runner 10 is 08019 inches (approximately 0.048 cm). ), and the thickness of the RC-1 channel steel is 0.021 inch (approximately 0.053 cm) Met. The total length (span) of the elastic runner 10 and channel steel is 18 inches (approx. 45.72 cm), and the load was increased incrementally until a bending condition occurred at the midpoint. Ta. The ultimate load applied to the elastic runner 1G is 22.8%, and this value is the elastic runner] Even though the O thickness was 10% thinner, the ultimate load was greater than that of the RC-1 channel steel. .
尚上述において本発明を木製支承部材に弾性ランナを用い、壁を形成する場合に ついて説明したが、弾性ランナは同様の方法で天井形成にも寄与し得ることは理 解されよう。同様に、弾性ランナはコンクリート壁あるいは石壁のような基礎構 造体にも効果的に使用可能である。In addition, in the above, the present invention can be applied to a case where a wall is formed using an elastic runner for a wooden support member. However, it is logical that elastic runners can also contribute to ceiling formation in a similar way. It will be understood. Similarly, elastic runners can be used for foundation structures such as concrete or masonry walls. It can also be effectively used for construction.
本発明は図示の実施例に限定されるものではな（、特許請求の範囲の技術的思想 に含まれる設計変更を包有することは理解されよう。The present invention is not limited to the illustrated embodiment (the technical concept of the claims It will be understood that it encompasses any design changes contained within.
国際調査報告international search report
Claims (10)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US88098686A | 1986-07-01 | 1986-07-01 | |
| US880,986 | 1986-07-01 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH01500604A true JPH01500604A (en) | 1989-03-01 |
Family
ID=25377543
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP50440887A Pending JPH01500604A (en) | 1986-07-01 | 1987-07-01 | Wall structure and elastic runner used therein |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JPH01500604A (en) |
| AU (1) | AU602911B2 (en) |
| GB (1) | GB2200671B (en) |
| WO (1) | WO1988000266A1 (en) |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1470858A (en) * | 1922-06-02 | 1923-10-16 | Yale & Towne Mfg Co | Lock structure |
| US3090164A (en) * | 1961-09-25 | 1963-05-21 | United States Gypsum Co | Wall construction and resilient runner therefor |
| US3177620A (en) * | 1963-04-11 | 1965-04-13 | Donald A Brown | Resilient structureal beam |
| US3333379A (en) * | 1964-02-21 | 1967-08-01 | Nat Gypsum Co | Resilient furring channel |
| US3370391A (en) * | 1965-09-07 | 1968-02-27 | Kaiser Gypsum Company Inc | Resilient structural beam |
| US3841051A (en) * | 1972-05-30 | 1974-10-15 | D Zinn | Method of making walls |
| US4170858A (en) * | 1977-06-02 | 1979-10-16 | United States Gypsum Company | Resilient runner for wall construction |
-
1987
- 1987-07-01 GB GB8804019A patent/GB2200671B/en not_active Expired - Fee Related
- 1987-07-01 AU AU77029/87A patent/AU602911B2/en not_active Ceased
- 1987-07-01 JP JP50440887A patent/JPH01500604A/en active Pending
- 1987-07-01 WO PCT/US1987/001596 patent/WO1988000266A1/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| GB2200671A (en) | 1988-08-10 |
| WO1988000266A1 (en) | 1988-01-14 |
| GB8804019D0 (en) | 1988-04-20 |
| GB2200671B (en) | 1990-05-30 |
| AU602911B2 (en) | 1990-11-01 |
| AU7702987A (en) | 1988-01-29 |
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