EP0063662A1 - Vorgefertigte Einheit zur Herstellung eines Baugerüstes - Google Patents

Vorgefertigte Einheit zur Herstellung eines Baugerüstes Download PDF

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Publication number
EP0063662A1
EP0063662A1 EP81400652A EP81400652A EP0063662A1 EP 0063662 A1 EP0063662 A1 EP 0063662A1 EP 81400652 A EP81400652 A EP 81400652A EP 81400652 A EP81400652 A EP 81400652A EP 0063662 A1 EP0063662 A1 EP 0063662A1
Authority
EP
European Patent Office
Prior art keywords
uprights
posts
crosspieces
elements
articulated
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
EP81400652A
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English (en)
French (fr)
Other versions
EP0063662B1 (de
Inventor
Jean Martin
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to AT81400652T priority Critical patent/ATE17267T1/de
Priority to DE8181400652T priority patent/DE3173350D1/de
Priority to EP81400652A priority patent/EP0063662B1/de
Publication of EP0063662A1 publication Critical patent/EP0063662A1/de
Application granted granted Critical
Publication of EP0063662B1 publication Critical patent/EP0063662B1/de
Expired 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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/2616—Hinged connections of wooden members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696—Shear bracing

Definitions

  • the present invention relates to a prefabricated assembly which can be used to obtain, with limited and unskilled labor, the installation of a support structure.
  • the invention relates more specifically to the establishment of structure or framework for the erection of walls intended for the manufacture of premises such as residential houses, scenerys, bungalows, light constructions, workshops, generally private or public premises.
  • the invention essentially uses wooden frame elements formed of longitudinal elements pre-assembled by prefabrication and able to be stored and transported in the folded state, the longitudinal elements being parallel to each other; these elements are capable of being deployed in their final position in situ and assembled on site to obtain a support structure for vertical walls, walls, partitions, or horizontal, for example floor or ceiling or roof elements.
  • these elements even if they are obtained by prefabrication, are made in their final dimension and are intended to be transported as such to be assembled on site at the place of construction; it follows that these elements, for example the load-bearing walls, are already provided with framework elements which must give their rigidity and their mechanical resistance to the assembly as well as the surfacing and coating elements; so that large prefabricated elements are obtained, the handling and installation of which require teams of several people and experienced personnel, if not very specialized.
  • the invention aims to produce light framework elements which can be stored, sold, transported and brought on site in the folded position and which can therefore be transported by a limited number of people and reduced to a team of two workers, the elements also being capable of being deployed on the spot and brought into their useful position reading without requiring specialized professional work.
  • all the elements forming the posts, spacers, crosspieces, and cleats are formed from wooden profiles, of quadrangular section and identical for all the elements.
  • the uprights are assembled together, from the prefabrication by cross members articulated by one end on an upright, the opposite end of each cross member being articulated on the neighboring upright, allowing the storage of the uprights, connected together by the articulated crosspieces, in the compacted position, in which the uprights are arranged parallel to each other and side by side, the assembly being capable of being moved from this compacted position to a deployment position in which the uprights, are spaced from each other by pivoting of the articulated crosspieces and are brought into their spacing position and at a suitable distance, being immobilized in this position by crosspieces then perpendicular to the uprights.
  • the uprights comprise two successive stages of cross-pieces hinged from an upright to the neighboring upright and the axes of articulation of the cross-pieces being positioned substantially at the upper and lower thirds of the length of each upright.
  • the uprights are independent and comprise at least one cross hinged on said upright and able to be housed in the folded position between the posts, the opposite end of said cross being able to be secured to the neighboring upright, being for this purpose inserted between the two posts of this neighboring amount and immobilized by insertion of a tenon in the mortises corresponding respectively to the posts and the end of said crosspiece.
  • the crosspieces are articulated on their support upright by insertion of a tenon in the mortises in accordance respectively on the two twin posts and on the articulated end of the crosspiece.
  • each independent upright comprises a pair of two crosspieces, mounted between the posts on the same articulation, constituted by a tenon passing through the mortises respectively of the two twinned posts and of the articulated ends of the crosspieces, the thickness of the crosspieces being provided for substantially equal. (with a small clearance) at half / of the space separating the two posts, thus allowing the insertion of the two bars forming crosspieces, side by side, in the interior space separating the two posts in the folded-up and compacting position, while allowing the articulated deployment of the crosspieces to bring them into the orthogonal position, the opposite end being inserted into the space separating the two posts from the neighboring upright to ensure the connection of the two amounts.
  • the uprights rest on a lower spar forming a low sole and support a high beam by means of a reinforcement and load distribution lintel, consisting of two parallel vertical blades, the two blades each running parallel to an alignment of the twin posts constituting the alignment of the lower uprights, the blades being associated with longitudinal lugs respectively upper and lower each blade and its associated lower cleat resting on the top of an alignment of posts, the upper cleat of the blade supporting the cleat of the top rail constituting a sand breaker, the spacer projecting beyond the end of the uprights entering the space separating the two twin blades and ensuring their bracing.
  • a reinforcement and load distribution lintel consisting of two parallel vertical blades, the two blades each running parallel to an alignment of the twin posts constituting the alignment of the lower uprights, the blades being associated with longitudinal lugs respectively upper and lower each blade and its associated lower cleat resting on the top of an alignment of posts, the upper cleat of the blade supporting the cleat of the top
  • the longitudinal blades constituting the reinforcement lintel are associated with an inner fur, inserted in the space separating the two blades and constituting a reinforcement element of said lintel, such as a wooden spar of appropriate section, or metal frame.
  • the frame may in particular comprise on the one hand horizontal crosspieces arranged orthogonally with respect to the uprights and on the other hand diagonal crosspieces inserted between the posts of successive uprights and secured at least on one upright and on another element, the crosspiece diagonal ensuring the bracing of the assembly square.
  • the invention also relates to the method for the implementation of the prefabricated elements with a view to producing a frame, characterized in that the elements consisting of uprights provided with articulated crosspieces are deployed, these uprights being secured to the respective lower beams and higher by inserting pegs or let us hold in the mortises put in concordance in the elements to assemble, we insert in the interior space between the uprights of uprights of elements of channeling vector of fluid or current as well as the materials of insulation, one relates on the supporting structure thus made and on each face of the surfacing elements in the form of interior and exterior panels respectively secured to said uprights.
  • Figure 2 we see a foldable frame for the establishment of a vertical wall such as a load-bearing wall or partition.
  • the frame consists of a plurality of longitudinal elements arranged here vertically and each constituting an upright 1.1 ', 2.2'.
  • crosspieces 3.3 ′, 4.4 ′, 5.5 ′ ensure, by their articulation, the passage of the reinforcing element from a folded position which is represented on the left. Of FIG. 1 and from FIG. 4 to a deployed position which is represented on the right of FIG. 1 and of FIG. 4.
  • the load-bearing reinforcement can therefore advantageously be produced with very light elements since it only comprises the framework, without any connection from the prefabrication stage with the surfacing and insulation elements; and this frame can be transported and stored in conditions requiring only a small space while brought to the site, it is quickly and error-free deployed and ready for assembly without the calculations or measurements being necessary, the deployment ensuring the necessarily correct spacing of the uprights between them.
  • the uprights are preferably produced in the form of two paired elements, for example two parallel posts 7 and 7 ′ together forming the upright 8, or 9, 9 ′ forming by their assembly the upright 10.
  • the two posts 7 and 7 ' are assembled by spacers 11, 11', 12 which are arranged along the length of the half uprights.
  • the projecting end of the outer spacers is inserted between two parallel rails which constitute the connecting beams of the uprights in their assembly and mounting position.
  • the lower spar 15 constitutes the lower sole and it assembles the uprights at their base, while the upper spar 16 constitutes the upper smooth and it ensures the connection to the top of the same uprights.
  • the uprights brought into a suitable spacing position thanks to the articulated crosspieces are connected not only by said crosspieces but also by upper and lower beams thereby ensuring perfect cohesion of the frame obtained.
  • the lower and upper rails respectively are themselves made up of two twin battens 36,37,39,40 which are arranged at the same spacing as the posts so that the uprights are superimposed perpendicularly on the beams and the end spacer respectively 13 14, is thus inserted into the interior space which separates the parallel tasseayxes forming the spar.
  • the locking of the end spacers 13 and 14 is obtained by bolting, keying or fitting a dowel.
  • the side members have suitably spaced from the mortises while the end spacers of the uprights also include a mortise which is notably visible on the spacer 14 'of the upright 10; the spacing of the mortises 17,17 ′, 18,18 ′ of the longitudinal members is such that when the uprights are brought into the deployed position, the channels passing through the end spacers 13, 14 come into alignment with a corresponding perforation on the longitudinal member which allows the establishment of bolts ensuring the attachment of uprights and rails.
  • the arms or crosspieces of the uprights consist of rods mounted at one end on a joint crossing the two twin elements of the upright.
  • the supporting structure according to the invention allows the insertion of a frame, for example a window.
  • the intermediate uprights are easily shifted from their normal place to separated positions, clearing the opening; all the uprights and crosspieces being made from wooden elements, it is easy to move these uprights by shortening the crosspieces to the appropriate length so as to ensure the positioning of the displaced uprights at the correct spacing necessary for the installation a frame and these posts or uprights remaining linked to the entire frame.
  • a lintel 22 respectively lower and upper 23 can be inserted between the uprights and the legs 24, can advantageously reinforce the lower space separating the two lateral uprights below the frame intended to be put in place.
  • outer surfacing panels 28 for example plywood or fiber cement, as well as the inner wall 29, made of reinforced plaster, are put in place.
  • Cross members forming bracing legs 42 will advantageously be placed diagonally using in particular the perforations 17, 17 ′ of the side members and / or of the uprights.
  • Figure 2 shows an alternative embodiment in which the uprights are isolated from each other; the building element is then made of a plurality of uprights 30.30 'which each have two arms 31.31', 32, 32 '.
  • the posts of the uprights are perforated as seen in Figures 1 and 4 and to simplify the mortises have not been shown in Figure 2 or in Figure 1.
  • the load-bearing framework is thus quickly put in place under the same conditions as set out above.
  • Figure 1 shows a perspective view of a supporting frame of a construction seen from an outside angle.
  • the left part of the figure shows the end of the load-bearing wall which can be built under the same conditions as the reinforcement shown in Figure 4, the upright 10 being shown in the two figures 4 and 1 respectively.
  • FIG. 1 illustrates a particular development of the invention and is constituted by a longitudinal lintel running either over the entire length of the load-bearing wall or at the level of the openings or frames requiring load recovery.
  • the lintel 43 consists of two parallel vertical blades 44 and 44 'respectively, which rest on the end of the posts forming the bottom wall; for this purpose, each blade comprises towards the outside stiffening strips respectively upper 46 and lower 47; it can be seen in FIG. 1 that the cleat 47 and blade 44 'assembly rests on the end of the posts 10' and 8 'respectively.
  • the symmetrical blade 44 is also associated with a lower cleat and an upper cleat resting on the posts of the uprights.
  • the end spacer 50 belonging to the corner post 10 'enters the interior space separating the two. blades 44, 44 'and also ensures their bracing.
  • the lintel formed by the two blades 44, 44 ′ can advantageously and according to a characteristic of the invention, be reinforced by an inner fur disposed in the form of a wooden plank inserted longitudinally and parallel between the two blades thereby ensuring the reinforcement that may be necessary , for example in the case of construction in height, the front wall supported an upper floor.
  • the lintel 43 can advantageously be itself surmounted by a spar identical to the spar 16 of FIG. 4 and constituted by two cleats or parallel rails held by the assembly plate 49.
  • the lintel constitutes a particularly flexible complement since it can be used from the two parallel blades used alone or with an inner reinforcement fur; and the lintel can also be arranged either over the entire length of the construction, or over only a part of this length; the uprights being provided in the area not surmounted by the lintel, with a suitable height allowing them to catch up with the top rail 48, 49.
  • the invention is not limited to a dimensioning and the reinforcing elements can be produced in any size and any dimension and they could thus be set up for the construction of light constructions and reduced dimensions for example shelter for animals, garden shed etc ...
  • the invention also makes it possible to produce light cells which can be easily transported in volume for use as a shelter or a worksite hut.
  • the invention makes it possible in particular to produce light constructions which are easily removable and which can thus be transported from one place to another, the reinforcing elements according to the invention then being returned to their folded position and allowing transport on volume. reduced.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)
  • Steering-Linkage Mechanisms And Four-Wheel Steering (AREA)
  • Body Structure For Vehicles (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP81400652A 1981-04-24 1981-04-24 Vorgefertigte Einheit zur Herstellung eines Baugerüstes Expired EP0063662B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT81400652T ATE17267T1 (de) 1981-04-24 1981-04-24 Vorgefertigte einheit zur herstellung eines baugeruestes.
DE8181400652T DE3173350D1 (en) 1981-04-24 1981-04-24 Prefabricated unit for the realization of a construction frame
EP81400652A EP0063662B1 (de) 1981-04-24 1981-04-24 Vorgefertigte Einheit zur Herstellung eines Baugerüstes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP81400652A EP0063662B1 (de) 1981-04-24 1981-04-24 Vorgefertigte Einheit zur Herstellung eines Baugerüstes

Publications (2)

Publication Number Publication Date
EP0063662A1 true EP0063662A1 (de) 1982-11-03
EP0063662B1 EP0063662B1 (de) 1986-01-02

Family

ID=8188508

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81400652A Expired EP0063662B1 (de) 1981-04-24 1981-04-24 Vorgefertigte Einheit zur Herstellung eines Baugerüstes

Country Status (3)

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EP (1) EP0063662B1 (de)
AT (1) ATE17267T1 (de)
DE (1) DE3173350D1 (de)

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2563855A1 (fr) * 1984-05-07 1985-11-08 Legrand Roland Ossature en bois deployable.
WO1986002398A1 (fr) * 1984-10-11 1986-04-24 Karl Kaiser Systeme de construction d'ossatures en bois
GB2188078A (en) * 1986-03-18 1987-09-23 Christopher Harraway Dawson A cavity wall of two leaves, the outer masonry and the inner of a timber framework
US4781007A (en) * 1985-11-07 1988-11-01 Bianchi Jean Luc F Deployable wooden ossature
US4790113A (en) * 1986-02-18 1988-12-13 Gregory Robert K Adjustable depth truss
FR2650611A1 (fr) * 1989-08-07 1991-02-08 Muller Feuga Arnaud Ossature en bois pour la realisation de murs ou parois d'une construction et construction obtenue a partir de ladite ossature
DE9319162U1 (de) * 1993-11-25 1994-03-24 Apart Mobil Mobilheimbau- und Vertriebsgesellschaft mbH, 46240 Bottrop Transportable Wohneinheit
FR2795441A1 (fr) * 1999-06-24 2000-12-29 Gilbert Leon Roussel Structure en pieces bois apparentes rainurees jumelees, poteaux poutres potelets, fixees par combinaison a l'aide d'elements d'assemblage en maintenant dans leurs profils des panneaux types
WO2002090680A1 (en) * 2001-05-10 2002-11-14 Oeveraas Knut Erection system for the structure of a house
DE19963360C2 (de) * 1999-02-03 2003-08-21 Jochen Leserer Verfahren zur Errichtung von Bauwerken mit niedrigen K-Werten
DE20303904U1 (de) * 2003-03-12 2004-04-29 Schmidt, Hermann Bausatz zur Erzeugung eines Gebäudes
WO2011040802A1 (en) * 2009-10-01 2011-04-07 Universiti Putra Malaysia Architectonic spacer building system
WO2014029848A1 (en) 2012-08-24 2014-02-27 Novartis Ag Nep inhibitors for treating diseases characterized by atrial enlargement or remodeling
WO2014120028A1 (en) 2013-01-29 2014-08-07 Ux2 Centrum Technologiczne Sp. Z.O.O. The lock of the connection set for structural elements, the connection set with locks and the method of joining constructional elements with the use of the connection set
ITPR20130070A1 (it) * 2013-09-18 2015-03-19 Giuseppe Ricci Un sistema costruttivo di strutture portanti, in legno, di edifici, e costruzione cosi' realizzata
CN108915123A (zh) * 2018-06-22 2018-11-30 中国建筑设计院有限公司 一种免钉自固定隔断骨架
CN109113750A (zh) * 2018-10-30 2019-01-01 中铁第勘察设计院集团有限公司 盾构端头加固失效的应急装置及其施工方法
CN116748860A (zh) * 2023-08-16 2023-09-15 湖南路桥建设集团有限责任公司 一种贝雷架快速搭接用校正机构及贝雷架快速搭接方法

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE343137A (de) *
GB151604A (en) * 1919-09-27 1921-12-08 Frank Archibald Palen Improvements in and relating to building constructions
US1421299A (en) * 1920-04-08 1922-06-27 Frank A Palen Building construction
DE385976C (de) * 1920-10-23 1923-12-01 Hans Zamecznik Verfahren zur Herstellung des Traggerippes flaechenartiger Bauteile, wie Waende, Decken, Daecher
FR1003072A (fr) * 1946-11-29 1952-03-13 Krauth & Co Procédé pour la fabrication de carcasses de maisons
FR2122749A5 (de) * 1971-01-22 1972-09-01 Avier Albert
NL7207690A (de) * 1972-06-07 1973-12-11
FR2355630A1 (fr) * 1976-04-28 1978-01-20 Chedeau Philippe Structure en bois autoporteuse
DE2825563A1 (de) * 1978-06-10 1979-12-20 Stanislaus Dipl Ing Malik Bauholz

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE343137A (de) *
GB151604A (en) * 1919-09-27 1921-12-08 Frank Archibald Palen Improvements in and relating to building constructions
US1421299A (en) * 1920-04-08 1922-06-27 Frank A Palen Building construction
DE385976C (de) * 1920-10-23 1923-12-01 Hans Zamecznik Verfahren zur Herstellung des Traggerippes flaechenartiger Bauteile, wie Waende, Decken, Daecher
FR1003072A (fr) * 1946-11-29 1952-03-13 Krauth & Co Procédé pour la fabrication de carcasses de maisons
FR2122749A5 (de) * 1971-01-22 1972-09-01 Avier Albert
NL7207690A (de) * 1972-06-07 1973-12-11
FR2355630A1 (fr) * 1976-04-28 1978-01-20 Chedeau Philippe Structure en bois autoporteuse
DE2825563A1 (de) * 1978-06-10 1979-12-20 Stanislaus Dipl Ing Malik Bauholz

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2563855A1 (fr) * 1984-05-07 1985-11-08 Legrand Roland Ossature en bois deployable.
WO1986002398A1 (fr) * 1984-10-11 1986-04-24 Karl Kaiser Systeme de construction d'ossatures en bois
US4781007A (en) * 1985-11-07 1988-11-01 Bianchi Jean Luc F Deployable wooden ossature
US4790113A (en) * 1986-02-18 1988-12-13 Gregory Robert K Adjustable depth truss
GB2188078A (en) * 1986-03-18 1987-09-23 Christopher Harraway Dawson A cavity wall of two leaves, the outer masonry and the inner of a timber framework
GB2188078B (en) * 1986-03-18 1989-11-15 Christopher Harraway Dawson Cavity wall and building incorporating same
FR2650611A1 (fr) * 1989-08-07 1991-02-08 Muller Feuga Arnaud Ossature en bois pour la realisation de murs ou parois d'une construction et construction obtenue a partir de ladite ossature
DE9319162U1 (de) * 1993-11-25 1994-03-24 Apart Mobil Mobilheimbau- und Vertriebsgesellschaft mbH, 46240 Bottrop Transportable Wohneinheit
DE19963360C2 (de) * 1999-02-03 2003-08-21 Jochen Leserer Verfahren zur Errichtung von Bauwerken mit niedrigen K-Werten
FR2795441A1 (fr) * 1999-06-24 2000-12-29 Gilbert Leon Roussel Structure en pieces bois apparentes rainurees jumelees, poteaux poutres potelets, fixees par combinaison a l'aide d'elements d'assemblage en maintenant dans leurs profils des panneaux types
WO2002090680A1 (en) * 2001-05-10 2002-11-14 Oeveraas Knut Erection system for the structure of a house
EP1457610A2 (de) 2003-03-12 2004-09-15 Schmidt, Hermann Bausatz zur Erzeugung eines Gebäudes
DE20303904U1 (de) * 2003-03-12 2004-04-29 Schmidt, Hermann Bausatz zur Erzeugung eines Gebäudes
WO2011040802A1 (en) * 2009-10-01 2011-04-07 Universiti Putra Malaysia Architectonic spacer building system
AU2009353373B2 (en) * 2009-10-01 2016-11-24 Universiti Putra Malaysia Architectonic spacer building system
WO2014029848A1 (en) 2012-08-24 2014-02-27 Novartis Ag Nep inhibitors for treating diseases characterized by atrial enlargement or remodeling
WO2014120028A1 (en) 2013-01-29 2014-08-07 Ux2 Centrum Technologiczne Sp. Z.O.O. The lock of the connection set for structural elements, the connection set with locks and the method of joining constructional elements with the use of the connection set
ITPR20130070A1 (it) * 2013-09-18 2015-03-19 Giuseppe Ricci Un sistema costruttivo di strutture portanti, in legno, di edifici, e costruzione cosi' realizzata
WO2015040534A1 (en) * 2013-09-18 2015-03-26 Giuseppe Ricci A construction system of wooden load-bearing structures for buildings and a structure thus obtained
CN108915123A (zh) * 2018-06-22 2018-11-30 中国建筑设计院有限公司 一种免钉自固定隔断骨架
CN109113750A (zh) * 2018-10-30 2019-01-01 中铁第勘察设计院集团有限公司 盾构端头加固失效的应急装置及其施工方法
CN109113750B (zh) * 2018-10-30 2023-08-29 中铁第一勘察设计院集团有限公司 盾构端头加固失效的应急装置及其施工方法
CN116748860A (zh) * 2023-08-16 2023-09-15 湖南路桥建设集团有限责任公司 一种贝雷架快速搭接用校正机构及贝雷架快速搭接方法
CN116748860B (zh) * 2023-08-16 2023-11-21 湖南路桥建设集团有限责任公司 一种贝雷架快速搭接用校正机构及贝雷架快速搭接方法

Also Published As

Publication number Publication date
EP0063662B1 (de) 1986-01-02
ATE17267T1 (de) 1986-01-15
DE3173350D1 (en) 1986-02-13

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