EP0436869A2 - Liaison au niveau du raccordement entre poteau et traverse d'une structure porteuse pour ou un mur de façade - Google Patents

Liaison au niveau du raccordement entre poteau et traverse d'une structure porteuse pour ou un mur de façade Download PDF

Info

Publication number
EP0436869A2
EP0436869A2 EP90124300A EP90124300A EP0436869A2 EP 0436869 A2 EP0436869 A2 EP 0436869A2 EP 90124300 A EP90124300 A EP 90124300A EP 90124300 A EP90124300 A EP 90124300A EP 0436869 A2 EP0436869 A2 EP 0436869A2
Authority
EP
European Patent Office
Prior art keywords
post
connection according
connecting elements
plug
transom
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
Application number
EP90124300A
Other languages
German (de)
English (en)
Other versions
EP0436869B1 (fr
EP0436869A3 (en
Inventor
Lothar Meyer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Arconic Aluminium Deutschland Internationale VmbH
Original Assignee
Reynolds Aluminium Deutschland Internationale VmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Reynolds Aluminium Deutschland Internationale VmbH filed Critical Reynolds Aluminium Deutschland Internationale VmbH
Publication of EP0436869A2 publication Critical patent/EP0436869A2/fr
Publication of EP0436869A3 publication Critical patent/EP0436869A3/de
Application granted granted Critical
Publication of EP0436869B1 publication Critical patent/EP0436869B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04B2/88—Curtain walls
    • E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
    • E04B2/965—Connections of mullions and transoms
    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/96—Corner joints or edge joints for windows, doors, or the like frames or wings
    • E06B3/964—Corner joints or edge joints for windows, doors, or the like frames or wings using separate connection pieces, e.g. T-connection pieces
    • E06B3/9642—Butt type joints with at least one frame member cut off square; T-shape joints

Definitions

  • the invention relates to a connection of the joint between the transom and the post on a support structure for or on a facade wall (and / or associated facade roof), consisting of the posts preferably running from top to bottom and the preferably horizontal bars inserted between them, wherein Posts and transoms form fields for the insertion and holding of wall fillings or glazing, elongated plug-in parts in the form of connecting elements with plug bolts are also provided, the connecting elements being guided in hollow chambers of the transoms and a possibility of displacement of the connecting element and transom relative to one another in the The longitudinal direction of the hollow chamber is provided, and the plug pin protrudes in its holding position from the post-side end of the connecting element and penetrates into the post (preamble of claim 1).
  • the term "facade wall” also includes an en appropriate facade roof understood. From the above it also follows that the "facade wall” can run both vertically and at an angle to the vertical.
  • connection is known from DE-OS 37 41 043.
  • the connecting element is designed and provided there as a tubular drainage part, which normally consists of plastic. It is stated that this tube can also take on a supporting function and should preferably consist of metal.
  • This drainage and, if necessary, holding part can be attached to the bar by means of a pin passing through it, i.e. secured against longitudinal shifting to the bolt. Disadvantageously, there is no securing of the position of the locking element relative to the post.
  • Another disadvantage is that the socket pin formed there as a tube end only penetrates the adjacent wall of the post. When unfavorable conditions come together, namely corresponding manufacturing tolerances and low temperatures, which reduce the length of the transom, the plug connection between transom and post can come loose. In any case, this connector is not stable enough and, as explained, unsecured. This results in a high perforation reveal pressure in the post bore even with low filling weights, so that only low filling weights can be permitted.
  • DE-OS 25 23 244 shows a butt joint by means of screws which are screwed through the bars in the longitudinal direction in the adjacent posts. This is cumbersome to handle and requires the bolts to be constructed in such a way that such a screw connection can also be carried out by a fitter on the construction site.
  • DE-OS 34 19 104 only connecting pins are provided which penetrate the narrow weather-side profile part of the post.
  • U-shaped recesses are to be made in the posts and the bolts are with separate sealing sleeves to be provided, which are inserted into these recesses.
  • the production of such notches requires considerable additional work.
  • these notches weaken the cross-section of the posts (reduction of the section modulus).
  • only small filling weights are possible, as otherwise the locking profiles will twist in the soft rubber sleeves.
  • a so-called support bolt is inserted through the entire post, so it protrudes on both side surfaces. In order to bring the transoms to these posts transversely to their longitudinal direction, correspondingly wide, weather-side openings must be provided.
  • this bolt is relatively large, in order to create a corresponding space for hanging the bolt on the support bolts on both sides.
  • This is structurally complex.
  • the seal provided there has no support wall and is therefore exposed.
  • the additional space requirement of the transom towards the room side can be disruptive or not be met if such a place is not available due to special structural conditions.
  • the object of the invention in contrast, is to provide an easy-to-use but secure connection of the transom and mullion when connecting the abutment to supporting skeletons according to the preamble of claim 1, length deviations or changes in the transoms being compensated for without endangering the aforementioned connection should be.
  • the plug pin in the holding position penetrates recesses or bores of two post walls located one behind the other in the direction of displacement and that a releasable, resilient locking of the plug pin on the post is provided (Characteristic of claim 1).
  • This initially allows inserting the transom between already assembled, standing posts.
  • the releasable, resilient locking means that they are clearly and no longer moved on the relevant part of the post.
  • the slidability of the connecting element in the transom is then retained for later operation, which compensates for changes in length of the transoms due to temperature fluctuations or any manufacturing tolerances at the joints between transoms and posts.
  • the invention is also implemented in an embodiment according to claim 4, in which the posts are divided into two longitudinal halves and the compensation for changes in length due to temperature fluctuations or manufacturing tolerances is carried out by changing the distance between these two post halves. In this case, a further fixed connection between the connecting element and the bolt is created.
  • a preferred embodiment is the subject of claim 2, which gives the hollow chambers a double function, namely in addition to the already explained function of the sliding reception of the connecting elements, the function of creating seal retaining grooves for the seal.
  • the free gap between the seal holding grooves can serve to insert a tool for moving the connecting elements along the hollow chamber.
  • Claims 3 and 4 contain preferred embodiments of the two alternatives mentioned above for absorbing the changes in length of the transoms due to temperature fluctuations or tolerances, wherein in the variant according to claim 3 these changes in length between transoms and mullions due to the displaceability of the connecting element to the transoms and in the variant according to Claim 7 between two post halves can be absorbed or compensated for by the displaceability of these two post halves.
  • the features of claim 9 give the releasable, resilient locking a particularly suitable position, namely within the groove penetrated by the plug pin, i.e. between the two walls in which the plug pin of the connecting element is mounted. This is the detachable suspension against unintentional bumping from the outside, e.g. during assembly work, protected.
  • FIG. 1 shows only those parts of such a support structure that are absolutely necessary for understanding the invention.
  • support structure for or on a facade wall filed by the same applicant on the same day as the present application with the European Patent Office.
  • the posts 1 only shows a post 1 of such a supporting structure with a narrow, weather-side area 1a and a wider area-side area 1b.
  • the posts 1 can be vertical or at an angle to the vertical.
  • the bars 2 connecting them preferably run horizontally. They can also consist of a narrow weather-side area 2a and a room-side or warm-side area 2b.
  • the invention is not limited to the configuration of the profiles of the post and the transom specified above.
  • the posts are first installed and then the transoms are inserted between them and connected to the posts at their end faces. This creates fields for inserting and holding wall panels or glazing. Since such facades are outdoors, they are exposed to considerable temperature fluctuations, which result in a corresponding lengthening or shortening of the bars. These changes in length must be compensated for without the stable connection between the transom and the post suffering.
  • connecting elements 3 are used, which are provided on one end face with a plug pin 4.
  • the connecting elements 3 are inserted into hollow chambers 5, which extend over the entire length of the wide locking areas 2b, from the front side of the locking bars.
  • Their cross-sectional shape is adapted to that of the hollow chambers 5 so that there is a sliding fit between the connecting elements 3 and the hollow chamber 5.
  • the plug pins 4 protrude on the end face facing the post side wall 6. They are so long that they penetrate the two bores 7, 8 of walls of the posts, here the post side wall 6 and the side wall 9 of a longitudinal groove 10.
  • the connection elements can be displaced by gripping with a tool or possibly by hand through the slot-like opening 11 of the hollow chambers and displacing the connection element.
  • each socket pin 4 passes through only the walls 6, 9 of the adjacent groove 10; but not the walls of the groove on the opposite side of the post. Then the already explained securing takes place by means of a resilient part 14.
  • both hollow chambers 5 of the bolt are generally provided with connecting elements 3 on each end side of the bolt, so that a bolt has a total of four connecting elements 3, namely two on each end side.
  • the same bolt fastening is provided on the further groove 10 of the post 1 or 1b shown on the left in FIG. 1 and penetrates corresponding openings in the groove wall 9 'and the side wall or at the same time groove wall 6' of the post. Latches are fastened there in an analogous manner.
  • the respective post areas and transoms, which together form a field, are sealed against weather influences by a frame-like circumferential seal (not shown in the drawing). It should be mentioned that the seal retaining groove 11 'serves to receive the base of such a seal.
  • the plug pin 4 has a flattened recess 12 on the side, which is located in the inserted position in the middle between the two groove walls 6, 9 and opposite a corresponding recess 13 in the bottom of the groove 10.
  • a resilient releasable lock 14 for example in the form of a corresponding strip or sheet metal strip, is inserted in the longitudinal direction of the groove 10 until two shoulders 15 of this one lock rest on the flats 12 of the bolts 4.
  • the lock 14 is supported with a middle part 16 located between the shoulders 15 at its upper end 16 'and its lower end 16 "in the recess 13 of the bottom of the groove 10.
  • FIG. 3 shows a locking device 14 with angled bend 17 at the top.
  • the locking device 14 only in one embodiment, namely for both applications (insertion from above and insertion from below) is produced with the bend 17.
  • the bars 2 can slide on the connecting elements 3 in their longitudinal direction, which provides the required length compensation.
  • this presupposes that the distance between two posts is at least so much greater than the length of the transom used therein that the associated length compensation can take place at the maximum temperatures to be expected.
  • the width of the depression 12 of the socket pins 4 and also the width of the metal strip 14 and the depression 13 in the bottom of the groove 10 are somewhat smaller than the total groove width b and, furthermore, are the same or is smaller than the width of the slot 11 of the longitudinal groove 10, so that the locks 14 can be inserted through this slot 11.
  • the post consists of two post halves 1 ', 1' ', one of which, e.g. right post half 1 '' can be moved in the direction of arrow 19.
  • these two post halves each of which is integral, form a wide area 1b of such a post 1 on the room side.
  • the narrow, weather-side area 1a is only attached to one of the two post halves, here the post half 1 " If the two post halves 1 ', 1 "are pushed into one another to such an extent that they are sealed off from one another by seals 20 resting on surfaces 21, then a gap 33 still remains between them, which for length compensation in the direction of the double arrow 19, ie serves in the longitudinal direction of the bolt.
  • the latches 2a, 2b are in this case firmly attached to the respective post half via the connecting elements 3 with plug pins 4, so that the length compensation of temperature fluctuations can be compensated for by the explained relative movement of the post halves 1 ', 1' 'in the direction of arrow 19.
  • the connection elements (including their plug pins) are plugged together with the transoms and the post halves, as explained above with reference to FIGS. 1 to 3. This also includes fixing the socket pins 4 in the grooves 10 of the post halves 1 ', 1' 'by means of the resilient locks (e.g. sheet metal strips) 14.
  • a further, preferably releasable locking or connection is provided for this purpose, namely between the connecting elements and the associated ones Bars.
  • 5 shows an embodiment. It runs a grub screw or the like 22 with its longitudinal axis 23 transverse to the longitudinal direction of the hollow chamber 5 through the connecting element 3 and can be rotated through the opening 11.
  • the tip 24 of this screw has a screw circumference 24 'which forms an edge and is supported on the bottom 32 of the hollow chamber 5 of the bolt when the screw is rotated as mentioned above.
  • the position of the connecting element 3 with the screw 22 is also fixed to the post. Rotation of the grub screw 22 thus results in the bolt being moved relative to the connecting element. As soon as the end face of the transom has struck the post and the screw 22 is then turned further, its further rotation causes the circumference 24 'and in particular the tip 24 to penetrate into the transom material and thus fix the transom via the connecting element on the post. For the aforementioned transport of the bolt through the circumference 24 ', the half tip angle 25 of the screw tip 24 is larger than the angle of incidence 26 of the threaded bore 27 in the connecting element 3 on the corresponding wall in the hollow chamber 5 of the bolt.
  • a supporting bolt 28 can also be provided, which is first completely inserted into a corresponding recess 29 in the narrow locking area 2a and, after the locking element has been inserted into the position between the posts and the connection with parts 3, 4 corresponding hole 30 of the narrow post area 1a and the opposite bolt is inserted. If necessary, filler pieces 31 can be provided for bridging, which are also penetrated by the support bolts 28.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Fencing (AREA)
EP90124300A 1990-01-12 1990-12-15 Liaison au niveau du raccordement entre poteau et traverse d'une structure porteuse pour ou sur un mur de façade Expired - Lifetime EP0436869B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4000770 1990-01-12
DE4000770A DE4000770A1 (de) 1990-01-12 1990-01-12 Verbindung des stosses zwischen riegel und pfosten an einem traggerippe fuer eine oder an einer fassadenwand

Publications (3)

Publication Number Publication Date
EP0436869A2 true EP0436869A2 (fr) 1991-07-17
EP0436869A3 EP0436869A3 (en) 1992-03-25
EP0436869B1 EP0436869B1 (fr) 1996-07-10

Family

ID=6397980

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90124300A Expired - Lifetime EP0436869B1 (fr) 1990-01-12 1990-12-15 Liaison au niveau du raccordement entre poteau et traverse d'une structure porteuse pour ou sur un mur de façade

Country Status (3)

Country Link
EP (1) EP0436869B1 (fr)
AT (1) ATE140287T1 (fr)
DE (2) DE4000770A1 (fr)

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0526873A1 (fr) * 1991-08-06 1993-02-10 Gerd Philippi Assemblage de profilés, notamment en aluminium
GB2292955A (en) * 1994-09-07 1996-03-13 Don Reynolds Limited Curtain walling
EP0722023A3 (fr) * 1995-01-16 1997-05-21 Schueco Int Kg Montants et traverses formés de profilés liés entre eux
EP0799945A1 (fr) * 1996-04-01 1997-10-08 EVG Bauprofil-System Entwicklungs- und Vermarktungsgesellschaft mbH Construction de poteaux et barres
EP0844341A1 (fr) * 1996-11-20 1998-05-27 Norsk Hydro ASA Structure de cadre composé de montants et de traverses à profil creux
EP0790363A3 (fr) * 1996-02-13 1998-10-07 MANNESMANN Aktiengesellschaft Système de façade pour couverture verticale, diagonale et horizontale
FR2764966A1 (fr) * 1997-06-24 1998-12-24 Alcan France Dispositif pour rigidifier un assemblage de profiles metalliques dans un chassis de porte, fenetre ou analogue
GR1003933B (el) * 2001-07-16 2002-07-05 Europa-Profil Αλουμινιο Α.Β.Ε. Συστημα αλουμινιου για υαλοπετασματα με πλαισια
EP1380701A1 (fr) * 2002-07-12 2004-01-14 HYDRO ALUMINIUM SYSTEMS S.p.A. Joint de connexion pour deux sections et structure de cadre pour facade ou toit utilisant ce joint
CN102644328A (zh) * 2012-05-19 2012-08-22 杜军桦 一种立柱与建筑主体连接结构
WO2013091318A1 (fr) * 2011-12-19 2013-06-27 沈阳远大铝业工程有限公司 Mur-rideau unitaire résistant aux ouragans
CN103883050A (zh) * 2014-04-07 2014-06-25 成都金海豚装饰设计有限公司 螺纹传动销钉式幕墙横梁连接系统
CN107859218A (zh) * 2017-11-02 2018-03-30 山东伟盛铝业有限公司 一种幕墙横梁立柱连接结构
CN108222340A (zh) * 2018-01-26 2018-06-29 杜军桦 一种建筑幕墙的横梁与立柱连接结构
CN109113244A (zh) * 2018-10-25 2019-01-01 无锡恒尚装饰工程有限公司 幕墙立柱和横梁的扭转连接结构
CN112095871A (zh) * 2020-09-26 2020-12-18 邓兆荣 一种环保型建筑幕墙
CN112360026A (zh) * 2020-11-22 2021-02-12 台州技创机械科技有限公司 一种互锁龙骨结构及其装拆方法
CN113123549A (zh) * 2021-03-30 2021-07-16 北新集团建材股份有限公司 一种板材暗插连接结构和板材暗插施工方法
CN113586565A (zh) * 2021-07-23 2021-11-02 秦皇岛广厦重型装备有限公司 一种钢构件的装配式加固装置
CN119145521A (zh) * 2024-10-24 2024-12-17 中国二十二冶集团有限公司 装配式钢结构梁

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US20030077227A1 (en) 1997-10-01 2003-04-24 Dugger Harry A. Buccal, polar and non-polar spray or capsule containing drugs for treating disorders of the central nervous system
US20030185761A1 (en) 1997-10-01 2003-10-02 Dugger Harry A. Buccal, polar and non-polar spray or capsule containing drugs for treating pain
EP1952802A3 (fr) 1997-10-01 2009-06-17 Novadel Pharma Inc. Vaporisation ou capsule orale, polaire et non polaire
DE19756391C1 (de) * 1997-12-18 1999-06-02 Plus Plan Kunststoff Verfahren Vorrichtung zum Fixieren einer Sprosse an einem durchgehenden Balken eines Hohlprofilrahmens
DE102006018712A1 (de) * 2006-03-22 2007-09-27 Helmut Over Bauelement aus Pfosten und Riegel
CN102425254B (zh) * 2011-09-29 2014-06-04 湖南省金为型材有限公司 基于悬挂式幕墙的龙骨连接装置
CN102776972B (zh) * 2012-08-06 2014-10-29 浙江宝业幕墙装饰有限公司 一种幕墙立柱与横梁的连接节点
CN103255862B (zh) * 2013-05-21 2015-02-18 浙江宝业幕墙装饰有限公司 一种幕墙立柱与横梁的连接节点
CN105019585A (zh) * 2015-07-29 2015-11-04 浙江解放装饰工程有限公司 半隐框幕墙系统装置的明框机构
CN112709366A (zh) * 2020-12-28 2021-04-27 佛山市顺德区赢辉市政建设工程有限公司 一种快速成型幕墙结构及其施工方法

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DE3419294A1 (de) * 1984-05-24 1985-11-28 SCHÜCO Heinz Schürmann GmbH & Co, 4800 Bielefeld T-verbinder fuer einen sprossenstoss in einer vorsatzfassade
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DE3541923A1 (de) * 1985-11-27 1987-06-04 Erbsloeh Julius & August Klotzung fuer scheiben oder fuellungen in fenstern, tueren, fassadengitterwerken od.dgl.
DE8603790U1 (de) * 1986-02-13 1986-05-15 Mühle, Manfred, 4972 Löhne Vorgefertigte Metallprofilkonstruktion für Glasanbauten, Fassaden- oder Dachflächenteile
DE3621408A1 (de) * 1986-06-26 1988-01-07 Hueck Fa E Anschluss eines riegels an einen pfosten einer rahmen-konstruktion
DE3741043C1 (en) * 1987-12-04 1988-10-06 Wieland Werke Ag Frame structure of the post/crossmember construction type, in particular for facades, roofs, window walls or the like

Cited By (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0526873A1 (fr) * 1991-08-06 1993-02-10 Gerd Philippi Assemblage de profilés, notamment en aluminium
US5363625A (en) * 1991-08-06 1994-11-15 Gerd Philippi Modular building system
GB2292955A (en) * 1994-09-07 1996-03-13 Don Reynolds Limited Curtain walling
GB2292955B (en) * 1994-09-07 1998-04-29 Don Reynolds Limited A curtain walling
EP0722023A3 (fr) * 1995-01-16 1997-05-21 Schueco Int Kg Montants et traverses formés de profilés liés entre eux
EP0790363A3 (fr) * 1996-02-13 1998-10-07 MANNESMANN Aktiengesellschaft Système de façade pour couverture verticale, diagonale et horizontale
EP0799945A1 (fr) * 1996-04-01 1997-10-08 EVG Bauprofil-System Entwicklungs- und Vermarktungsgesellschaft mbH Construction de poteaux et barres
EP0844341A1 (fr) * 1996-11-20 1998-05-27 Norsk Hydro ASA Structure de cadre composé de montants et de traverses à profil creux
FR2764966A1 (fr) * 1997-06-24 1998-12-24 Alcan France Dispositif pour rigidifier un assemblage de profiles metalliques dans un chassis de porte, fenetre ou analogue
GR1003933B (el) * 2001-07-16 2002-07-05 Europa-Profil Αλουμινιο Α.Β.Ε. Συστημα αλουμινιου για υαλοπετασματα με πλαισια
EP1380701A1 (fr) * 2002-07-12 2004-01-14 HYDRO ALUMINIUM SYSTEMS S.p.A. Joint de connexion pour deux sections et structure de cadre pour facade ou toit utilisant ce joint
WO2013091318A1 (fr) * 2011-12-19 2013-06-27 沈阳远大铝业工程有限公司 Mur-rideau unitaire résistant aux ouragans
CN102644328B (zh) * 2012-05-19 2014-04-16 杜军桦 一种立柱与建筑主体连接结构
CN102644328A (zh) * 2012-05-19 2012-08-22 杜军桦 一种立柱与建筑主体连接结构
CN103883050A (zh) * 2014-04-07 2014-06-25 成都金海豚装饰设计有限公司 螺纹传动销钉式幕墙横梁连接系统
CN107859218A (zh) * 2017-11-02 2018-03-30 山东伟盛铝业有限公司 一种幕墙横梁立柱连接结构
CN108222340A (zh) * 2018-01-26 2018-06-29 杜军桦 一种建筑幕墙的横梁与立柱连接结构
CN109113244B (zh) * 2018-10-25 2023-11-24 江苏恒尚节能科技股份有限公司 幕墙立柱和横梁的扭转连接结构
CN109113244A (zh) * 2018-10-25 2019-01-01 无锡恒尚装饰工程有限公司 幕墙立柱和横梁的扭转连接结构
CN112095871A (zh) * 2020-09-26 2020-12-18 邓兆荣 一种环保型建筑幕墙
CN112360026B (zh) * 2020-11-22 2021-10-26 台州技创机械科技有限公司 一种互锁龙骨结构及其装拆方法
CN112360026A (zh) * 2020-11-22 2021-02-12 台州技创机械科技有限公司 一种互锁龙骨结构及其装拆方法
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DE4000770A1 (de) 1991-07-18
EP0436869B1 (fr) 1996-07-10
DE59010415D1 (de) 1996-08-14
ATE140287T1 (de) 1996-07-15
EP0436869A3 (en) 1992-03-25

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