JPS6070248A - Hollow double wall constructing method and jig used therein - Google Patents
Hollow double wall constructing method and jig used thereinInfo
- Publication number
- JPS6070248A JPS6070248A JP17997183A JP17997183A JPS6070248A JP S6070248 A JPS6070248 A JP S6070248A JP 17997183 A JP17997183 A JP 17997183A JP 17997183 A JP17997183 A JP 17997183A JP S6070248 A JPS6070248 A JP S6070248A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- screw
- plate
- adhesive
- hollow double
- 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
Landscapes
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Finishing Walls (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】
本発明は、中空二重壁の構築方法、及びそれに用いる治
具に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a hollow double wall and a jig used therein.
近年、ホテル、集合住宅、病院、学校等の集合建築物に
あっては、その内部の間仕切壁の遮音性がプライバシー
の保護、居住性能の向上などの見地から重要視されるよ
うになってきでいる。このため隣室の話し声、ピアノ、
ステレオ、テレビ、トイレなどの騒音を間仕切壁によっ
て遮断する必要が生じ、建設省では遮音暴準を設りて指
導している。(第1表)
第1表 建設省が定める有効な遮音阜14j−即ち、上
記建築物の間仕切壁にあっては、この遮音基準以上の1
/l能を右するものが必要とされるのである。一方、建
築物の高層化に伴い建物自体の軽量化も要求されてぎて
おり、耐火性と同時に間仕切壁の軽量化も検詞されなけ
ればならない。In recent years, in collective buildings such as hotels, apartment complexes, hospitals, and schools, the sound insulation properties of internal partition walls have become important from the standpoint of protecting privacy and improving livability. There is. Because of this, the voices of people talking in the next room, the piano, etc.
It became necessary to use partition walls to block noise from stereos, televisions, toilets, etc., and the Ministry of Construction is providing guidance by establishing standards for sound insulation. (Table 1) Table 1 Effective sound insulation 14j specified by the Ministry of Construction - In other words, for the partition walls of the above buildings, the sound insulation standards must be 14j or higher.
What is needed is something that will do the trick. On the other hand, as buildings become taller, there is a growing demand for lighter buildings themselves, and it is necessary to reduce the weight of partition walls as well as fire resistance.
一般にN音材とは合を透過させることの少ない材料であ
るが、重水的に透過損失が材料の面積当りの重量と周波
数の積に依存するので、重い材料はど良い月別ど言える
(質団則)。従って、壁材の重量を軽くすることと遮音
性能を良くすることとは相反するものである。In general, N-acoustic materials are materials that do not transmit much energy, but since the transmission loss of heavy water depends on the product of the weight per area of the material and the frequency, it is difficult to say whether heavy materials are good or not. rules). Therefore, reducing the weight of wall materials and improving sound insulation performance are contradictory.
また、遮音特性に関しては、コインシデンス効果と呼ば
れる現象、即ちある騒音の周波数に43いて壁が共振を
起し、該周波数においては前記質量則で予測される値よ
りも遥かに小さい遮音性しか示さない現象があり、この
コインシデンス効果を防ぐ為には博い板厚で材質の異な
る複数枚の遮音板を空間又は吸音材を介して構成し、い
わゆる中空二重壁とすることが有効とされている。しか
も、この中空二重壁は遮音対策上のみならず、配線工事
が容易となる等のメリットを有するため、かなり一般的
に建築物に採用されている。Regarding sound insulation properties, there is a phenomenon called the coincidence effect, in which the wall resonates at a certain noise frequency, and at that frequency it exhibits a much smaller sound insulation property than the value predicted by the mass law. There is a phenomenon, and in order to prevent this coincidence effect, it is effective to construct a so-called hollow double wall by configuring multiple sound insulating boards of wide thickness and different materials with space or sound absorbing material in between. . In addition, this hollow double wall has advantages such as not only sound insulation but also ease of wiring work, so it is quite commonly used in buildings.
この中空二重壁を構築する基本的な工法としては、スタ
ッド(間柱)を用いる方法、石膏系接着剤を用いる方法
、独立壁を二面作りこれを一面の壁として使用する方法
が知られている。The basic construction methods for constructing this hollow double wall include using studs, using gypsum adhesive, and creating two independent walls and using them as one wall. There is.
しかし乍ら、スタッドを用いる場合は、スタッド(間柱
)が壁躯体及び表面材と一体的に固定されているため、
該スタッド(間柱)を介して音が伝播し、本来の遮音性
能が得られないという欠点があり、また石膏系接着剤を
用いる方法には、壁躯体の両面に石膏系接着剤を団子状
に丸めたものを置き、仕上板を押し当てて接着固定する
ため、接着剤によるザウンドブリッジ(音の橋)が生ず
ること、石膏系接着剤が水を用いた接着剤であるため仕
上材面にカビが発生し易いこと、断熱材・吸気材等を中
空部に嵌込むことができないこと、壁仕上材の取り替え
が容易でないこと、空気層を大きくとれないことなど多
くの欠点があった。更に独立壁を二面作りこれを一面の
壁として使用する方法は、−面で良い壁を二面作るとこ
ろから全体の壁厚が増し、空間の有効利用上多大の損失
を来たす欠点を有していた。However, when using studs, the studs are integrally fixed to the wall structure and surface material, so
There is a disadvantage that sound propagates through the studs, making it impossible to obtain the original sound insulation performance.Also, the method of using gypsum adhesive requires applying gypsum adhesive on both sides of the wall structure in the form of balls. Because the rolled object is placed and fixed with adhesive by pressing the finishing plate against it, a sound bridge (sound bridge) may occur due to the adhesive, and the plaster-based adhesive is an adhesive that uses water, so it may not adhere to the finished material surface. They had many drawbacks, such as the tendency for mold to grow, the inability to fit insulation materials, air intake materials, etc. into the hollow parts, the difficulty in replacing wall finishing materials, and the inability to create large air spaces. Furthermore, the method of making two independent walls and using them as one wall has the disadvantage that the overall wall thickness increases since two good walls are made on the negative side, resulting in a large loss in terms of effective use of space. was.
本発明は叙上の如き欠点を解消すべく鋭意研究を重ねた
結果為されたものである。The present invention has been made as a result of intensive research to eliminate the above-mentioned drawbacks.
以下、本発明を図面に基づいて説明すると、本発明の中
空二重壁構築用治具は、雌ネジプレート(A)ど雄ネジ
プレー1−(B)とによって構成され、雌ネジプレーh
(A)は第1図に示す如く、固定板(1)の片面中央部
に筒状受体(2)を突設し、該筒状受体(2)の内周面
に雌ネジ(3)を刻設”リ−ると共に、この固定板(1
)の他面に(31先端部が尖鋭な係止用ツメ(4)を複
数木突設uしめて成る。この雌ネジプレート(Δ)は金
属製で、固定板(1)の大きさは2CIIl×2CIl
l〜10cIIl×10cm程度′とし、筒状受体(2
)は長さが2〜lQcm程度で内径が0.5〜2.0c
mφ程度とする。j:た係止用ツメ(4)は長さが1.
5〜2,0CI11位で打抜折曲式のものを四隅に4個
設【プてなる。尚、−Iネジプレート(A)は係止用ツ
メ(4)を設けたことにより、該治具を壁躯体に取(q
口)るに際し木ネジやボルト或いは接着剤などの伯の部
材を必要とせず、該係止−用ツメ(4)をハンマー等で
打込むだけで雌ネジプレート(Δ)を壁躯体に係止・固
定し得る。次に、雄ネジプレー1〜(b)は第2図に示
す如く、取イ」板(5)の片面中央部に棒状体(6)を
突設し、該棒状体(6)の外周面に雄ネジ(7)を刻設
−りるど共に、この取付板(5)の他面には接着剤を介
して防振材(8)を設けて成る。この雄ネジプレート(
B)の材質は金属製に限定されるものではなく、ナイロ
ンやABS、アセタール樹脂など合成度及び強度の高い
プラスデック製のものでも良い。またプレート面、すな
わち取(l板(5)の大きさは概ね前記雌ネジプレート
(A)の固定板(1)と同じとする。防振材(8)には
既知のゴム、ウレタンゴム、ウレタンフオーム等が用い
られ、取イ」板(5)とほぼ同大に形成して、接着剤・
粘着テープ等を介して取付板(5)に取イ4り固定せし
められる。以上のような雌ネジプレー1〜(A)と雄ネ
ジプレート(B)とによって本発明の中空二車壁構築用
治具は構成され、使用に際しては、−lネジプレート(
A)の筒状受体(2)に、M[ネジプレート(B)の棒
状体(6)を螺着けしめて一体として使用される。Hereinafter, the present invention will be explained based on the drawings. The hollow double wall construction jig of the present invention is composed of a female screw plate (A), a male screw plate 1-(B), and a female screw plate h.
As shown in Fig. 1, (A) has a cylindrical receiver (2) protruding from the center of one side of the fixed plate (1), and a female thread (3) on the inner peripheral surface of the cylindrical receiver (2). ) is engraved and this fixed plate (1
) has a plurality of locking claws (4) with sharp tips (31) installed on the other side of the wooden protrusion. This female screw plate (Δ) is made of metal, and the size of the fixing plate (1) is 2CIIl. ×2CIl
1~10cIIl x 10cm', and a cylindrical receiver (2
) has a length of about 2 to 1Q cm and an inner diameter of 0.5 to 2.0 cm.
It is approximately mφ. j: The length of the locking claw (4) is 1.
5-2,0 CI 11th place, with 4 punched and foldable ones in the four corners. The -I screw plate (A) is provided with a locking claw (4), which makes it easy to attach the jig to the wall (q).
The female screw plate (Δ) can be locked to the wall structure by simply driving the locking claw (4) with a hammer, etc., without requiring any other parts such as wood screws, bolts, or adhesives.・Can be fixed. Next, as shown in Fig. 2, the male screw plays 1 to (b) have a rod-shaped body (6) protruding from the center of one side of the take-out plate (5), and the outer peripheral surface of the rod-shaped body (6). In addition to the male screws (7) being engraved, a vibration isolating material (8) is provided on the other surface of the mounting plate (5) via an adhesive. This male screw plate (
The material B) is not limited to metal, but may also be made of nylon, ABS, acetal resin, or other high-synthesis and high-strength plastic deck. In addition, the size of the plate surface, that is, the plate (5), is approximately the same as the fixing plate (1) of the female screw plate (A). Urethane foam, etc. is used, and it is formed to be approximately the same size as the take-out plate (5), and then adhesive and
It is fixed to the mounting plate (5) using adhesive tape or the like. The jig for constructing a hollow motorcycle wall of the present invention is constituted by the female screw plates 1 to (A) and the male screw plate (B) as described above.
The rod-shaped body (6) of the screw plate (B) is screwed onto the cylindrical receiver (2) of A) to be used as one body.
次頁に続く
次に、本発明の上記中空二重壁Wi築出用治具用いて実
際に中空二重壁を構築する方法について図面に沿って説
明する。先ず、第3図に示す如く発泡石膏板などの壁部
一体(C)を上部梁(F)と床躯体(G)との間に建て
込み、該壁躯体(C)にはその上部にC型鋼(10)を
、又下部にL型鋼〈11)を夫々用いて固定せしめ、然
る後壁躯体(C)の側面に一四ネジブレート(A>を係
止せしめる位置を墨出し法等によって位置決めしその位
置に雌ネジプレー1−(Δ)の係止用ツメ(4)をハン
マー等で打ら込lυで雌ネジプレート(A)を固定する
。このとキ雌ネジプレート(A)の打込み間隔は300
〜6QQmmの範囲が適当である。次にIjtネジプレ
ート(B)の棒状体(6)を雌ネジプレー1〜(A)の
筒状受体(2)にネジ込んで雌ネジプレー1〜(A)と
雄ネジプレート(B)とを一体に固着する。このとき壁
躯体(C)の表面から雄ネジプレート(B)に接着せし
められた防振材(8)の表面までの高さを一定に揃える
ことが重要な工程の一つである。前記高さが不揃いであ
る場合は、壁面仕上材の接着が均一に行かず、部分的に
浮きや反り返りの原因となり、極端な場合には剥離の原
因となる。したがって、この高さの均一化は定規などを
用いて正確に行う必要がある。尚、壁躯体(C)の表面
から防振材(8)の表面までの高さ、即ち壁躯体(C)
と壁面仕上材(D)との間隔【よ、その遮音設計上任意
に設定されるべきであるが、概ね20〜50mmの範囲
が適当である。1以上のように高さを均一に設定した接
、防振材(8)の表面に接着剤(9)を塗布して壁面仕
上(Δ(1〕)を接着固定する。Continued on next page Next, a method for actually constructing a hollow double wall using the hollow double wall Wi construction jig of the present invention will be explained with reference to the drawings. First, as shown in Fig. 3, a wall unit (C) such as a foamed gypsum board is built between the upper beam (F) and the floor frame (G), and the wall frame (C) has a C on the top. Fix the shaped steel (10) and the L-shaped steel (11) at the bottom, respectively, and use the marking method etc. to determine the position where the 14 screw plate (A>) will be locked on the side of the rear wall frame (C). Drive the locking claw (4) of the female screw plate 1-(Δ) into that position with a hammer, etc. and fix the female screw plate (A) with lυ. is 300
A range of ~6QQmm is appropriate. Next, screw the rod-shaped body (6) of the Ijt screw plate (B) into the cylindrical receiver (2) of the female screw plate 1 to (A) to connect the female screw plate 1 to (A) and the male screw plate (B). stick together. At this time, one of the important steps is to make the height from the surface of the wall body (C) to the surface of the vibration isolator (8) bonded to the male screw plate (B) constant. If the heights are uneven, the adhesion of the wall surface finishing material will not be uniform, causing partial lifting or warping, and in extreme cases, peeling. Therefore, it is necessary to accurately equalize the height using a ruler or the like. In addition, the height from the surface of the wall skeleton (C) to the surface of the vibration isolator (8), that is, the wall skeleton (C)
The distance between the wall finishing material (D) and the wall finishing material (D) should be set arbitrarily based on the sound insulation design, but a range of approximately 20 to 50 mm is appropriate. Adhesive (9) is applied to the surface of the damping material (8) whose height is set uniformly as described above, and the wall surface finish (Δ(1)) is adhesively fixed.
この場合の接着剤(9)には、ゴム系、エポキシ系、ポ
リウレタン系などの一般に使用される接着剤が使用でき
るが、1ポキシ系接着剤よりはむしろポリウレタン系或
いはゴム系などのゴム状弾性を右する接着剤の方が適し
ている。また、ブチルゴム系或いはシリコン系若しくは
チオコール系などの弾性シーリング材と呼tgれるもの
も本発明の実施に適した接着)jである。接着剤の塗布
方法としては刷毛塗り、Ll−ラー塗り或いはコーキン
グガンを用いた押出し塗りなど任意である。この様に接
着剤を塗イli L/た1(、予め寸法とりせしめた壁
面仕上1,1(D)を建込むが、この場合仕上材上に当
て板を当接した状態で木製ハンマーなどにより軽り1]
相を与え接着剤の接着を促すと更に良い。壁面イトl−
材(1つ)には化粧用石膏゛ボード、化粧用合板、スレ
ー1〜板などの仕上材が使用され、また壁紙などを貼っ
て装飾する壁下地材などを使用して−し良い。As the adhesive (9) in this case, commonly used adhesives such as rubber, epoxy, and polyurethane adhesives can be used, but rather than poxy adhesives, rubbery elastic adhesives such as polyurethane or rubber adhesives The right glue is more suitable. In addition, adhesives called elastic sealants such as butyl rubber, silicone, or thiokol are also suitable adhesives for implementing the present invention. Any method of applying the adhesive may be used, such as brushing, Ll-color coating, or extrusion coating using a caulking gun. Apply the adhesive in this way and install the wall finish 1, 1 (D) whose dimensions have been determined in advance.In this case, with the patch plate in contact with the finish material, Lighter 1]
It is even better to provide a phase to promote adhesion of the adhesive. Wall light l-
Finishing materials such as decorative gypsum board, decorative plywood, and slate board can be used as the material (one material), and wall base materials for decoration by pasting wallpaper or the like may also be used.
更に、第5図に示すように壁面仕上I、1(D)を建て
込lυだ後、その上端部及び下端部には仕−1−材(D
)の目地(13)をまたぐようにL−1u m(14)
で固定する。仕上材(D)同志の[[地の段差は防振材
及び接着剤の若干の変位にJ:り簡単に補正できる。ま
た、第4図に示1如く、壁面仕上材(D)の建込みに先
立って、冶具間のスペースを利用してグラスウールやロ
ックウールなどの防音材(E)或いは断熱材を詰めるこ
とも可能である。 (以下次頁に続く)尚、本発明の中
空二重壁構築用治具は、雌ネジプレートにおける係lL
用ツメの代りに吸着盤構造とすることも可能であるが、
壁躯体面上に不織布が張られていたり、或いは発泡コン
クリート板のように表面が111面である場合には必ず
しも有効ではない。また防振材(8)の上に塗布する接
着剤(9)の代りに、予め感圧系接着剤層を有する防振
剤を用いてなる雄ネジプレートとするも任意である。Furthermore, as shown in Fig. 5, after the wall finishing I, 1(D) is installed, finishing material (D) is applied to the upper and lower ends.
) L-1um (14) so as to straddle the joint (13)
Fix it with. The difference in level between the finishing material (D) and the base can be easily corrected by slight displacement of the vibration isolating material and adhesive. Additionally, as shown in Figure 4 (1), it is also possible to fill the space between the jigs with soundproofing material (E) or heat insulating material such as glass wool or rock wool before installing the wall finishing material (D). It is. (Continued on next page) Note that the hollow double wall construction jig of the present invention is
It is also possible to use a suction cup structure instead of the claw, but
This method is not necessarily effective when a non-woven fabric is stretched over the wall surface or when the surface is 111-sided, such as a foamed concrete board. Further, instead of the adhesive (9) applied on the vibration isolating material (8), it is optional to use a male screw plate using a vibration isolating agent having a pressure-sensitive adhesive layer in advance.
斯様にしてj)Iられた中空二重壁は、従来の構造のも
のに比べて壁厚が薄いにも拘わらず、各周波数レヘルに
お&Jる透過損失(dB)が著しく優れている(第2表
)
第2表
これば、従来の構造における構築法の場合には、壁躯体
と仕上材とを剛直な材料若しくは剛直構造によって二重
壁としていた為、騒音の漏洩(即ちサウンドブリッジの
発生)が防ぎきれず、壁厚を110〜131 mmと厚
くとってもなお遮音効果が差程期待できなかったからで
あり、本発明の治具を用いた工法の場合には、斯るジ・
ウンドブリノジの発生を防振剤及びゴム弾性接着剤の併
用によって解消し得るため、971という壁厚であり乍
ら比較例に比べ全く遜色ないか、むしろそれを凌駕する
性能を示している。Although the hollow double wall constructed in this way has a thinner wall thickness than that of the conventional structure, it has significantly superior transmission loss (dB) at each frequency level ( Table 2) In the case of conventional construction methods, the wall frame and finishing material were made of rigid materials or rigid structures to form a double wall, resulting in noise leakage (i.e. sound bridge). This is because the sound insulation effect could not be expected much even if the wall thickness was made as thick as 110 to 131 mm.In the case of the construction method using the jig of the present invention, such
Since the occurrence of undulating creases can be eliminated by the combined use of a vibration damping agent and a rubber elastic adhesive, the wall thickness is 971, but the performance is not inferior to, or even exceeds, that of the comparative example.
以上のように本発明によれば、■雄ネジプレートを壁部
材の取付は位置にハンマーで打込む。As described above, according to the present invention, (1) the male screw plate is attached to the wall member by driving it into position with a hammer;
■雄ネジプレートを雌ネジプレートに螺着し、ネジの回
転で任意の高さに揃える。■雄ネジプレートの防振材上
に接着剤を塗布する。■壁面仕上材を建込む。という簡
単な工程手順で中空二重壁を構築することが出来るばか
りか、壁厚を厚くすることな〈従来と同じ若しくはそれ
以上の遮音効果が得られ、空間スペースを有9)J的に
利用し得る。また既設の一重壁をも簡単に中゛空二重壁
とすることが出来る。しかも本発明の中空二重壁構築用
治具は、極めて簡単な構造から成る雌ネジプレー1−と
Mi木ネジレートによって構成されるため、製造が容易
であり、1曲格的にも安価に供給し得る。■Screw the male screw plate onto the female screw plate and adjust it to the desired height by rotating the screw. ■Apply adhesive on the vibration isolating material of the male screw plate. ■Install wall finishing materials. Not only is it possible to construct a hollow double wall with a simple process procedure, but it also provides the same or better sound insulation effect than conventional methods and saves space without increasing the thickness of the wall. It is possible. Furthermore, an existing single wall can be easily converted into a hollow double wall. Moreover, the jig for constructing a hollow double wall of the present invention is composed of a female screw plate 1 and a Mi wood screw plate, which have an extremely simple structure, so it is easy to manufacture and can be supplied at a low cost. obtain.
依って、本発明は所113の目的を達成し得る。Therefore, the present invention can achieve the objectives of item 113.
図面は本発明の一実施例を示すものであり、第1図は雌
ネジプレー1・の斜視図、第2図は雄ネジプレー1−の
斜視図、第3図及び第4図は構築要領を示すItli面
図、第5図は中空二重壁の斜視図であり一部切欠する。
尚、図中
A・・・−+1[ネジプレー1・ B・・・雄ネジプー
トC・・・壁す111体 D・・・壁面仕上月1・・・
固定様 2・・・筒状受体
4・・・係止用ツメ 5・・・取付板
6・・・棒状体 8・・・防振材
を夫々示す。
第3 図
第4−図The drawings show one embodiment of the present invention, and FIG. 1 is a perspective view of the female screw play 1, FIG. 2 is a perspective view of the male screw play 1, and FIGS. 3 and 4 show the construction procedure. The Itli side view and FIG. 5 are perspective views of the hollow double wall, with a portion cut away. In addition, in the figure A...-+1 [Screw play 1 B...Male screw put C...Wall surface 111 pieces D...Wall finish month 1...
Fixation type 2... Cylindrical receiver 4... Locking claw 5... Mounting plate 6... Rod-shaped body 8... Vibration isolating material is shown respectively. Figure 3 Figure 4-Figure
Claims (2)
位置決め個所に、片面に旧ネジを刻設せる筒状受体を右
し且つ多面に複数の係止用ツメを有して成る1(I[ネ
ジプレートを打込み係止せしめ、次いで片面に)j1ネ
ジを刻設ける棒状体を有し且つ他面に防振材を有して成
るM1ネジプレー1〜を前記雌ネジプレー1〜に螺着さ
U、前記壁躯体の表面より防振材の表面までの高さを一
定に調整して治具を固定けじめ、然る後na記防振材の
表面に接着剤を介しく壁面イー1上板を当接建て込み、
固定することを特徴どする中空二重壁構築方法。(1) Position the receptacle on the surface of the wall, place a cylindrical receptacle on one side of which the old screws are to be carved at the position, and have a plurality of locking claws on multiple sides. 1 (I [drive and lock the screw plate, then lock it on one side) M1 screw play 1~, which has a rod-shaped body in which a J1 screw is carved and has a vibration isolating material on the other side, is attached to the female screw play 1~ The jig is fixed by adjusting the height from the surface of the wall structure to the surface of the vibration isolator to a constant value, and then the jig is fixed to the surface of the vibration isolator using an adhesive to the wall surface. Install the upper plate of E1,
A hollow double wall construction method characterized by fixing.
その内周面に1111ネジを刻設し、他面に先端部が尖
鋭な係止用ツメを複数本突設せしめて雌ネジプレートを
形成すると共に、取付板の片面中央部に棒状体を突設し
てその外周面に雄ネジを刻設し、他面に接着剤を介して
防振材を設けて却ネジプレートを形成し、この両ネジプ
レートから成る中空二重壁構築用治具。(2) A medium-heat central portion-shaped receiver is provided on the J″4 side of the fixing plate, a 1111 screw is carved on the inner circumferential surface, and multiple locking claws with sharp tips are protruded on the other side. At the same time, a rod-shaped body is protruded from the center of one side of the mounting plate, a male screw is carved on the outer circumferential surface of the rod-shaped body, and a vibration-proofing material is provided on the other side with an adhesive. A hollow double wall construction jig consisting of both screw plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17997183A JPS6070248A (en) | 1983-09-27 | 1983-09-27 | Hollow double wall constructing method and jig used therein |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17997183A JPS6070248A (en) | 1983-09-27 | 1983-09-27 | Hollow double wall constructing method and jig used therein |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6070248A true JPS6070248A (en) | 1985-04-22 |
Family
ID=16075178
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17997183A Pending JPS6070248A (en) | 1983-09-27 | 1983-09-27 | Hollow double wall constructing method and jig used therein |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6070248A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS642831U (en) * | 1987-06-19 | 1989-01-10 |
-
1983
- 1983-09-27 JP JP17997183A patent/JPS6070248A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS642831U (en) * | 1987-06-19 | 1989-01-10 |
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