JPS6263732A - Anchor for fixing plate - Google Patents
Anchor for fixing plateInfo
- Publication number
- JPS6263732A JPS6263732A JP61160994A JP16099486A JPS6263732A JP S6263732 A JPS6263732 A JP S6263732A JP 61160994 A JP61160994 A JP 61160994A JP 16099486 A JP16099486 A JP 16099486A JP S6263732 A JPS6263732 A JP S6263732A
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- plate
- substrate
- support plate
- fixing
- 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
- 239000000758 substrate Substances 0.000 claims description 20
- 230000008878 coupling Effects 0.000 claims description 16
- 238000010168 coupling process Methods 0.000 claims description 16
- 238000005859 coupling reaction Methods 0.000 claims description 16
- 239000000203 mixture Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 description 7
- 239000004568 cement Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- PXGOKWXKJXAPGV-UHFFFAOYSA-N Fluorine Chemical compound FF PXGOKWXKJXAPGV-UHFFFAOYSA-N 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052731 fluorine Inorganic materials 0.000 description 1
- 239000011737 fluorine Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000005461 lubrication Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
- E04F13/0853—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall
- E04F13/0855—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall adjustable in several directions, one of which is perpendicular to the wall
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Joining Of Building Structures In Genera (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
本発明はフ０ラスチンク製又は自然石から成る板を壁又
は天井：て固定するためのアンカに関する。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to an anchor for fixing a plate made of fluorine or natural stone to a wall or ceiling.
従来の技術
敷設面から間隔全おいて壁１反及び天井板を敷設するた
めに、敷設面に対Ｉ−て所定間隔で位置する側方のピン
を備えたアンカを敷設面知挿入し、このピンを、板の端
面に設けた孔内に挿入してセメントで固定することは公
知である。板の敷設時には、突起個所が生じないように
複数の板の表面を１平面内圧位置させることが肝要であ
る。そのためには、正確に予め計算された間隔でアンカ
を壁内に挿入する稈共て、壁面とピンとの間隔を極めて
正確に維持しなげればならない。それというのは、板の
内部での可能な誤差補償を数ミＩＪメートル程度にホ１
］限しなげればならないからである。Conventional technology In order to install a wall and a ceiling board at the entire distance from the installation surface, anchors with lateral pins located at a predetermined distance from the installation surface are inserted into the installation surface. It is known to insert pins into holes provided in the end faces of the plates and fix them with cement. When laying the boards, it is important to position the surfaces of the boards in one plane so that no protrusions occur. To this end, the spacing between the wall and the pin must be maintained very precisely, with the culm inserting the anchor into the wall at precisely pre-calculated intervals. This means that the possible error compensation inside the board can be reduced to a few micrometres.
] This is because it must be limited.
接着しくは天井にアンカを固定するためにはまず接着し
くは天井に圧縮空気・・ンマで孔があげられ、次いでア
ンカが挿入される。そのさい、アンカの挿入深さが接着
Ｌ ＜は天井とピンとの間隔を規定する。セメントが固
まり、アンカを坂によって負荷させることができるまで
に数時間を度する。敷設面とピンの間隔並びに敷設面て
対するピンの位置を後から変更するためには、もう１度
同じ手間が必要である。その上、壁又：よ天井内へのア
ンカの挿入時に、補強材が損傷し２やすく、従って静的
な悪影響が生じる。さらシてこの公知アンカの欠点は、
所要の支持能力を度外視して常時アンカ収容のための最
小壁厚が存在しなげればならｒｌしかも最小啼厚は所要
支持能力を有する壁厚に比して大きく、従って、十分な
支持能力を有する壁のすべてに必ずしも板金取付けるこ
とができるとは限らない。アンカの挿入て必要な孔をあ
けるためのコンブレラサシζよる作業は騒音防止上いつ
でも行なわれず、従ってすでに述べた所要の固化時間を
伴＆５作業とあいまって、敷設時間がいっそう制約され
る。To glue or fix an anchor to the ceiling, first a hole is made in the ceiling using compressed air, and then the anchor is inserted. At that time, the insertion depth of the anchor is the adhesive L< which defines the distance between the ceiling and the pin. Allow several hours for the cement to harden and allow the anchor to be loaded uphill. In order to later change the distance between the laying surface and the pin and the position of the pin with respect to the laying surface, the same effort is required once again. Moreover, during the insertion of the anchor into a wall or ceiling, the reinforcement is susceptible to damage, thus resulting in negative static effects. The disadvantages of the known anchors of the Sarashi lever are:
There must be a minimum wall thickness for accommodating the anchor at all times, ignoring the required supporting capacity.Moreover, the minimum wall thickness is larger than the wall thickness that has the required supporting capacity, and therefore, it is necessary to have sufficient supporting capacity. It is not always possible to install sheet metal on all walls that have walls. The operation using the combination sash ζ for inserting the anchor and making the necessary holes is not always carried out for noise prevention reasons, and the installation time is therefore further restricted due to the required solidification time and the above-mentioned operation.
さらテ、版と接続部とから成るアンカも公知であり、こ
の揚台、板が壁面又は天井面にねじｊ朋常六十１７１１
、ピンを１傭卆たキ完縛田（は弓蒲呂得貞ｆ切断されて
板（〆ζ溶接される。しかｌ−、公知−アンｂでは溶接
過程時に仮の取付けのために許容される誤差を上回わる
比較的大きな誤差が生じる。An anchor consisting of a plate and a connecting part is also known, and this platform or plate can be attached to a wall or ceiling with a screw.
, the pin is cut out and the plate (〆ζ) is welded. However, in the known process, the error allowed for temporary installation during the welding process is A relatively large error exceeding .
本発明が解決しようとする間頂点
本発明の課題は壁及び天井・＼の板の著しく簡単かつ迅
速な取付けが行なわれると共に、壁又は天井の静的な悪
影響が生ぜず、しかも圧縮空気ハンマの使用が省けるよ
うな冒頭ンこ述べた形式のアンカを提供すること疋ある
。SUMMARY OF THE INVENTION The object of the present invention is to provide a particularly simple and quick installation of walls and ceiling boards, without any negative static effects on the walls or ceiling, and without using a compressed air hammer. It is possible to provide an anchor of the type mentioned above, which can be omitted from use.
問題点を解決するための手段
上記課題を解決した本発明の要旨は、居板とこれに直角
洗一体成形又は固定された支持板とが設けられており、
基板に少なくとも１つの長孔が設けられており、この長
孔が基板の長さ若しくは幅にわたって延びており、かつ
、支持板て少゛すくとも１つの固定用の孔が設けられて
おり、支持板又は結合板に設けられた複数の長孔が基板
に対して直角に延びておりかつ相岳間隔全おいて位置し
ており、結合膜が上端に１つのピン又は両側に位置する
複数のピンを備えておリ、支持板を結合板に結合させる
ための固定部材が設けられており、固定部材がナツト及
びねじから成り、ねじが支持板若しくは結合板に固定さ
れており、かつ、ねじの横断面が、これを収容する長孔
の幅に比して著しく小さいことにある。Means for Solving the Problems The gist of the present invention which solves the above-mentioned problems is that a support plate is provided which is integrally molded or fixed to the board at right angles,
The substrate is provided with at least one elongated hole, which elongated hole extends over the length or width of the substrate, and the support plate is provided with at least one fixing hole, and the support plate is provided with at least one fixing hole. A plurality of elongated holes provided in the plate or the bonding plate extend perpendicularly to the substrate and are located at full intervals, and the bonding film has one pin at the upper end or a plurality of pins located on both sides. A fixing member is provided for coupling the support plate to the coupling plate, the fixing member consists of a nut and a screw, and the screw is fixed to the support plate or the coupling plate, and The cross section is significantly smaller than the width of the elongated hole in which it is accommodated.
本発明の作用・効果
壁及び天井に板を固定するだめの本発明に基づくアユ／
力は要するに基板を備え、この基板に、はぼその長さ又
は幅方向−わたって延びる少なくとも１つの長孔が設け
られ、この長孔に対向して位置する側に固定用の孔が設
けられる。基板のこの孔を通して固定ねじが貫通し、こ
れによってアンカが壁又は天井２′に固定される。長孔
は天井又は壁に固定される基板を必要に応じて移動調節
するのに役立てられる。その場合、孔が固定ねしに比し
て大きいと、基板の長手方向の移動のみならず旋回も可
能となる。ごの基板：・では有利に支持板が−・体成形
され、これに基板に対して直角な２つ（り長−Ｊｌ言う
；設げられ乙。この長孔内に結合板が移動可化洗保持さ
れる。結合、仮はその端部に単数又は複数のピンを備え
、これが板の受容に役立てられる。結合板は支持板の長
孔内でねじによって固定され、ねじの横断面はこれを受
容する長孔の幅に比して著しく小さい。このことの利点
は、長孔の長手方向で支持板の移動が可能であるととも
に、付加的に長孔内でのねじの遊びの範囲内で結合板の
旋回が可能であることＩＣある。この移動並びて旋回に
よって、固定すべき板の向き調節時に生じるすべての要
求を考慮することができる。この板は孔を備え、この孔
内に、結合板に設けたピンが係合してセメントによって
固定される。長孔は支持板にではなく結合板゛に設げら
れてもよく、その場合にはねじが支持板に固定される。Functions and Effects of the Present Invention Ayu based on the present invention for fixing boards to walls and ceilings
The force basically comprises a base plate, in which at least one elongated hole extending over the length or width of the bulge is provided, and on the side located opposite this elongated hole, a fixing hole is provided. . A fixing screw passes through this hole in the base plate, thereby fixing the anchor to the wall or ceiling 2'. The elongated holes are useful for adjusting the movement of the substrate fixed to the ceiling or wall as necessary. In this case, if the hole is larger than the fixed screw, not only movement in the longitudinal direction of the substrate but also rotation is possible. In this case, the support plate is advantageously molded into a body, and two holes perpendicular to the substrate are provided in this case. The connecting plate is movable in this elongated hole. The connecting plate has one or more pins at its ends, which serve to receive the plate. The connecting plate is fixed by screws in the slots of the support plate, the cross section of the screws being similar to this. This is significantly smaller than the width of the slot in which it is received.The advantage of this is that it is possible to move the support plate in the longitudinal direction of the slot and, additionally, within the range of the play of the screw in the slot. It is possible to swivel the connecting plate at IC.This movement and swiveling makes it possible to take into account all the demands that arise when adjusting the orientation of the plate to be fixed.This plate is provided with holes in which , a pin provided in the coupling plate engages and is fixed by cement.The slot may be provided in the coupling plate rather than in the support plate, in which case a screw is fixed in the support plate.
これ蹟よって、規定された使用例における取付は及び取
り外しが簡便化される。板の取付は後、有利にはナツト
が支持板若しくは結合板に溶接され、これによって永続
的な坐りが保たれる。さらに有利には、ねじ上で結合板
を移動させるべく、孔がねし直径に相応しまた径を有し
、かつ、固定後に結合板がナツトによって溶接固定され
る。This simplifies installation and removal in defined applications. After the plate is attached, the nuts are advantageously welded to the supporting plate or to the connecting plate, thereby ensuring a permanent seat. It is furthermore advantageous for the hole to have a diameter corresponding to the screw diameter in order to move the connecting plate on the screw, and for the connecting plate to be fixed by welding with a nut after fixing.
実施例
第１図から第３図までに示されたアンカは基板２を備え
、これに支持板が直角知一体成形されている。この支持
板３に結合板４がねじ５及びナラ）６に、よって固定さ
れている。Embodiment The anchor shown in FIGS. 1 to 3 includes a base plate 2, on which a support plate is integrally molded at right angles. A coupling plate 4 is fixed to this support plate 3 with screws 5 and nuts 6.
ねじ５は支持板３に設けられた長孔γ内に係合しており
、長孔７は基板２に対して直角に向いている。支持板４
の上端にはピン８が固定されており、このピンは、固定
しようとする板に設けられた孔内に挿入されてセメント
によって固定される。The screw 5 engages in an elongated hole γ provided in the support plate 3, and the elongated hole 7 is oriented at right angles to the substrate 2. Support plate 4
A pin 8 is fixed to the upper end of the plate, and this pin is inserted into a hole provided in the plate to be fixed and fixed with cement.
基板２に６つの長孔９，１０．１１が設けられている。Six elongated holes 9, 10, 11 are provided in the substrate 2.
長孔９は基板の長手方向でその長さの大部分にわたって
延びている。他の２つの長孔１０．１１はそれぞれ基板
２の縁に形成されて長孔９に対して直角洗面いている。The elongated hole 9 extends in the longitudinal direction of the substrate over most of its length. The other two elongated holes 10 , 11 are formed at the edge of the substrate 2 and are perpendicular to the elongated hole 9 .
長孔９はそ）１４ぞれ長孔１０．１１へ続いている。例
えば壁１２に基板を固定するために２つのねじ１３が役
立っており、これは壁１２内に挿入されたダボ栓１５に
係合している。The elongated holes 9 and 14 are connected to elongated holes 10 and 11, respectively. Two screws 13 serve, for example, to fasten the base plate to the wall 12, which engage dowel plugs 15 inserted into the wall 12.
アンカの固定は、まず壁１２に孔を設け、この孔内にダ
ボ栓を挿入することから開始される。Fixing of the anchor begins by first making a hole in the wall 12 and inserting a dowel plug into the hole.
次いでねじ１３．１４がねじ込まれ、基板２がナツト１
６，１γによって壁１２に固定される。Then the screws 13, 14 are screwed in and the board 2 is attached to the nut 1.
It is fixed to the wall 12 by 6,1γ.
基板２は長孔９を介して移動することによって移動調節
される。一方のねじ１３又は１４が長孔１０又は１１に
達すると、基板２は旋回することができ、従って大きな
調節範囲が与えられる。次いで結合板４が長孔１内で移
動され、ピン８が壁１２かも所望間隔に位置される。ね
じ５が長孔７の幅に比し小さな径を有しているため、結
合板は長孔内である程度旋回することができ、これによ
って壁１２に対するピン８の向きの微調節が行なわれる
。この向き調節終了後、ナツト６が締付けられ、ピンが
公知形式通り固定すべき板にセメント固定される。The movement of the substrate 2 is adjusted by moving it through the elongated hole 9. When one screw 13 or 14 reaches the slot 10 or 11, the base plate 2 can be pivoted, thus providing a large adjustment range. The coupling plate 4 is then moved within the elongated hole 1 and the pins 8 are positioned also in the wall 12 at the desired spacing. Because the screw 5 has a small diameter compared to the width of the elongated hole 7, the coupling plate can pivot to some extent within the elongated hole, thereby allowing a fine adjustment of the orientation of the pin 8 with respect to the wall 12. After this orientation has been completed, the nut 6 is tightened and the pin is cemented to the plate to be fixed in a known manner.
支持板４の長孔７によって比較的広範囲の潤節が可能で
ある。しかし、壁１２からの固定すべき板の間隔が長孔
γ内での調節範囲を越えた場合には、−ン８とナツト５
との間隔が比較的大きい結合板が使用される。支持体の
形状はそのつどの要求に適合され、例えば第４図及び第
５図に示したように形成されることができる。The elongated holes 7 in the support plate 4 allow for a relatively wide range of lubrication. However, if the distance between the plate to be fixed from the wall 12 exceeds the adjustment range within the elongated hole γ,
A bonding plate with a relatively large spacing is used. The shape of the support body can be adapted to the particular requirements and can be designed, for example, as shown in FIGS. 4 and 5.
第１図は本発明の１実施例に基づくアンカの端面図、第
２図は同アンカの側面図、第６図は同アンカの平面図、
第４図は本発明の別の実施例に基づく結合板を示す図、
第５図は本発明のさらに別の実施例の結合板を示す図で
ある。
２・・・基板、３・・・支持板、４・・・結合板、５・
・・ねじ、６・・・ナツト、７・・・長孔、８・・・ピ
ン、９゜１０．１１・・・長孔、１２・・・壁、１３．
１４・・・ねじ、１５・・・ダボ栓、１６，１γ・・・
ナット手続補正書（方式）
昭和６１年１−９ 日FIG. 1 is an end view of an anchor according to an embodiment of the present invention, FIG. 2 is a side view of the anchor, and FIG. 6 is a plan view of the anchor.
FIG. 4 is a diagram showing a coupling plate according to another embodiment of the present invention;
FIG. 5 is a diagram showing a coupling plate according to yet another embodiment of the present invention. 2... Substrate, 3... Support plate, 4... Bonding plate, 5...
... Screw, 6... Nut, 7... Long hole, 8... Pin, 9°10.11... Long hole, 12... Wall, 13.
14...Screw, 15...Dowel plug, 16,1γ...
Nat procedure amendment (method) 1-9, 1986
Claims (1)
基板（２）とこれに直角に一体成形又は固定された支持
板（３）とが設けられており、基板（２）に少なくとも
１つの長孔 （９、１０、１１）が設けられており、この長孔が基板
（２）の長さ若しくは幅にわたつて延びており、かつ、
支持板に少なくとも１つの固定用の孔（９、１０、１１
）が設けられており、支持板（３）又は結合板（４）に
設けられた複数の長孔（７）が基板（２）に対して直角
に延びておりかつ相互間隔をおいて位置しており、結合
板（４）が上端に１つのピン（８）又は両側に位置する
複数のピン（８）を備えており、支持板（３）を結合板
（４）に結合させるための固定部材（５、６）が設けら
れており、固定部材がナット（６）及びねじ（５）から
成り、ねじ（５）が支持板（３）若しくは結合板（４）
に固定されており、かつ、ねじ（５）の横断面が、これ
を収容する長孔（７）の幅に比して著しく小さいことを
特徴とする壁又は天井に板を固定するためのアンカ。 ２、固定部材（５、６）のナット（６）が直に支持板（
３）に溶接されている特許請求の範囲第１項記載のアン
カ。 ３、ねじ（５）上に結合板（４）が差しはめられており
、結合板がナットによつて支持板（３）に圧着保持され
ており、かつアンカの位置調節後に結合板が支持板（３
）に溶接されている特許請求の範囲第１項記載のアンカ
。 ４、基板（２）に３つの長孔（９、１０、１１）が設け
られており、その１つの長孔（９）が基板（２）の長さ
にわたつて延びており、かつ他の２つの長孔（１０、１
１）が基板（２）の端部に第１の長孔（９）に対して直
角に配置されている特許請求の範囲第１項から第３項ま
でのいずれか１項記載のアンカ。 ５、基板（２）に設けられた長孔（９、１０、１１）が
互いに連通している特許請求の範囲第１項から第４項ま
でのいずれか１項記載のアンカ。 ６、ピン（８）が両固定部材（５、６）に対して同間隔
で配置されている特許請求の範囲第１項から第５項まで
のいずれか１項記載のアンカ。 ７、支持板（４）が三角形、Ｌ字形、Ｔ字形又はこれら
の混合形状に形成されている特許請求の範囲第１項から
第６項までのいずれか１項記載のアンカ。 ８、結合板（４）が角９０度回動されている特許請求の
範囲第１項から第７項までのいずれか１項記載のアンカ
。[Claims] 1. An anchor for fixing a board to a wall or ceiling,
A substrate (2) and a support plate (3) integrally formed or fixed at right angles thereto are provided, and at least one elongated hole (9, 10, 11) is provided in the substrate (2), This elongated hole extends over the length or width of the substrate (2), and
At least one fixing hole (9, 10, 11
), and a plurality of elongated holes (7) provided in the support plate (3) or the coupling plate (4) extend perpendicularly to the substrate (2) and are spaced apart from each other. The coupling plate (4) is provided with one pin (8) at the upper end or a plurality of pins (8) located on both sides, and a fixing plate for coupling the support plate (3) to the coupling plate (4). Members (5, 6) are provided, the fixing member consists of a nut (6) and a screw (5), and the screw (5) is attached to the support plate (3) or the coupling plate (4).
An anchor for fixing a board to a wall or ceiling, characterized in that the cross section of the screw (5) is significantly smaller than the width of the elongated hole (7) that accommodates the screw (5). . 2. The nuts (6) of the fixing members (5, 6) are directly attached to the support plate (
3) The anchor according to claim 1, which is welded to the anchor. 3. The connecting plate (4) is inserted onto the screw (5), the connecting plate is crimped and held on the support plate (3) by a nut, and the connecting plate is attached to the support plate after adjusting the position of the anchor. (3
) The anchor according to claim 1, which is welded to the anchor. 4. Three long holes (9, 10, 11) are provided in the substrate (2), one of the long holes (9) extends the length of the substrate (2), and the other Two long holes (10, 1
4. The anchor according to claim 1, wherein the anchor 1) is arranged at an end of the substrate (2) at right angles to the first elongated hole (9). 5. An anchor according to any one of claims 1 to 4, wherein the long holes (9, 10, 11) provided in the substrate (2) communicate with each other. 6. An anchor according to any one of claims 1 to 5, wherein the pin (8) is arranged at the same interval with respect to both fixing members (5, 6). 7. The anchor according to any one of claims 1 to 6, wherein the support plate (4) is formed in a triangular, L-shape, T-shape, or a mixture thereof. 8. An anchor according to any one of claims 1 to 7, wherein the coupling plate (4) is rotated by 90 degrees.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19853524540 DE3524540A1 (en) | 1985-07-10 | 1985-07-10 | ANCHOR FOR FIXING PANELS |
| DE3524540.9 | 1985-07-10 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6263732A true JPS6263732A (en) | 1987-03-20 |
Family
ID=6275351
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61160994A Pending JPS6263732A (en) | 1985-07-10 | 1986-07-10 | Anchor for fixing plate |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP0208229A3 (en) |
| JP (1) | JPS6263732A (en) |
| DE (1) | DE3524540A1 (en) |
| YU (1) | YU121786A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006322305A (en) * | 2005-04-20 | 2006-11-30 | Shigeru Hanatani | Support device of construction above base, freely supporting column and support structure |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT6961U3 (en) * | 2003-12-22 | 2005-03-25 | Harald Burgstaller | ADJUSTING AND FIXING DEVICE |
| CN105569307B (en) * | 2015-12-31 | 2018-02-09 | 广东安帝斯智能家具组件有限公司 | A kind of adjustable intelligent decorative panel connection component |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR676394A (en) * | 1928-12-17 | 1930-02-21 | Fastening clamp for slabs, boards, etc. | |
| DE1811451A1 (en) * | 1968-11-28 | 1970-06-18 | Altrogge Geb Kordes Franziska | Wall anchors, especially for prefabricated panels on facades and walls |
| DE2246888A1 (en) * | 1972-09-23 | 1974-04-04 | Hans-Joachim Kurz | DEVICE FOR FASTENING FACADE PANELS TO BUILDINGS |
| DE8516493U1 (en) * | 1985-06-05 | 1985-09-05 | Tonsic, Stanko, 6334 Aßlar | Anchors for fastening panels |
| DE8519863U1 (en) * | 1985-07-10 | 1985-09-05 | Tonsic, Stanko, 6334 Aßlar | Anchors for fastening panels |
-
1985
- 1985-07-10 DE DE19853524540 patent/DE3524540A1/en not_active Withdrawn
-
1986
- 1986-07-01 EP EP86108922A patent/EP0208229A3/en not_active Withdrawn
- 1986-07-09 YU YU121786A patent/YU121786A/en unknown
- 1986-07-10 JP JP61160994A patent/JPS6263732A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006322305A (en) * | 2005-04-20 | 2006-11-30 | Shigeru Hanatani | Support device of construction above base, freely supporting column and support structure |
Also Published As
| Publication number | Publication date |
|---|---|
| EP0208229A3 (en) | 1987-10-14 |
| YU121786A (en) | 1988-04-30 |
| DE3524540A1 (en) | 1987-01-22 |
| EP0208229A2 (en) | 1987-01-14 |
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