EP1046758A1 - Procédé de construction d'une plaque en béton et du coffrage d'un mur, élément de coffrage préfabriqué - Google Patents

Procédé de construction d'une plaque en béton et du coffrage d'un mur, élément de coffrage préfabriqué Download PDF

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Publication number
EP1046758A1
EP1046758A1 EP99810325A EP99810325A EP1046758A1 EP 1046758 A1 EP1046758 A1 EP 1046758A1 EP 99810325 A EP99810325 A EP 99810325A EP 99810325 A EP99810325 A EP 99810325A EP 1046758 A1 EP1046758 A1 EP 1046758A1
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EP
European Patent Office
Prior art keywords
formwork
composite
wall
reinforcement
plate
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.)
Withdrawn
Application number
EP99810325A
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German (de)
English (en)
Inventor
Rolf Bless
Simon Bless
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 EP99810325A priority Critical patent/EP1046758A1/fr
Publication of EP1046758A1 publication Critical patent/EP1046758A1/fr
Withdrawn legal-status Critical Current

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    • 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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ

Definitions

  • the invention relates to a method for producing a cast Floor or floor slab and a wall that rises from it the wall, prefabricated composite formwork element, as well as a prefabricated composite formwork element.
  • a layer of cleanliness is used as the formwork Lean concrete rule, applied to the leveled soil. There is a slide on it laid and then an edge formwork for the floor slab created. This is based on of a batter board and measured on the covered cleanliness layer made boards executed. To brace the boards against the pressure of the liquid concrete mass, these are supported against the ground.
  • the Composite formwork systems are differentiated between the ceiling above the basement and later floor ceilings. Since the basement usually with a conventional, built on the base plate on site from formwork panels Formwork is shuttered, has to be followed when shuttering the ceiling above the basement pouring the basement walls not only the formwork for the ceiling soffit but also separate edge formwork can be created all around.
  • This composite formwork shows in Edge area of the ceiling panel on an outer panel, which above the inner panel stands up.
  • the protrusion extends to the projected top of the ceiling plate lying on the wall and therefore forms the edge formwork for this.
  • connection reinforcement must then be drilled by drilling new ones Connection iron in the base plate can be added again.
  • an element forms the corner using angle profiles in the Inside the formwork, on which one forehead formwork and one forehead formwork in Angle adjoining mounting opening is attached.
  • the second element closes opposite the mounting opening to an open slot opening between Forehead formwork and inner formwork panel.
  • the Installation opening in the formwork element forming the corner after moving the Elements are opened, connecting brackets inserted into the second wall and through bars inserted vertically from above with the reinforcement of the first, the corner forming wall formwork. Then the assembly opening screwed back in before the wall formwork can be poured out.
  • the object of the invention is a method and a To propose composite formwork element, which serve to close the construction process simplify.
  • it should enable basements and others walls with reinforcements without additional effort To formwork formwork elements. It is about creating the transition simplified and rationalized from plate to wall. The should also continue Form the connection of the reinforcement between two horizontally adjacent ones Formwork elements can be simplified.
  • prefabricated composite formwork element which is made of there are two opposite formwork panels connected with spacers, at which plate and wall are formed and a hardenable casting compound in the Formwork is poured, achieved in that in the prefabrication of the Composite formwork element in the area of the panel parts to be arranged in this be integrated, e.g. Edge formwork, cable pipes, heating pipes and / or Reinforcement connection, and the composite form
  • the construction process is also accelerated. This is because e.g. inserting the There is no connection reinforcement on the construction site, and also because the wall formwork is already pourable as soon as the concrete of the slab below is merely had a few hours to bind. There are also dangers on the construction site eliminated by the dangerously vertical rebar from in the Plate cast-in connection baskets for rising walls and supports avoided can be.
  • the edge formwork of the floor slab can also be used simultaneously after moving the wall formwork. A separate edge formwork Plate is therefore no longer necessary in the foundation area.
  • connection reinforcement in the prefabrication of the composite formwork element in this inserted When connecting the wall pane or support to the plate with Reinforcement bars must be reinforced, which is therefore advantageous Connection reinforcement in the prefabrication of the composite formwork element in this inserted.
  • reinforcement connections are made to the spacers of the Composite formwork matched and can be impossible when moving the formwork collide with them.
  • Laying wall and connection reinforcements in the factory is also weather-independent and more efficient than can be carried out on site.
  • the Integration of the connection reinforcement in the wall formwork enables horizontal Moving the elements on the construction site, which is concreted in the slab Connection iron would be hindered.
  • the outer formwork panel of the composite formwork element is advantageous inner formwork protruding and the plate with this outer Switchboard switched off.
  • the edges of ceiling panels over composite formwork walls are generally known for the composite formwork arranged below Wall paneled. Therefore, it is integrated in the wall formwork Slab edge formwork for the lower slab, especially for foundation slabs and interesting from these rising, earth-touching walls. This will make one separate edge formwork, which only peels off the edge of the floor slab without significant additional effort in the manufacture of the wall formwork by the Wall formwork replaced.
  • the wall formwork is placed on the outer formwork panel Cleanliness layer put and directed.
  • the transition between plate edge and The rising wall is also designed to be seamless and seamless. this has the advantage that when using waterproof, cement-bound Formwork panels this transition is certainly waterproof.
  • the surface shows no paragraphs on which a risk for the tightness of a protective coating or could be a hindrance to the installation of a drainage pipe or a drainage plate.
  • the reinforcement of the slab is expedient after moving of the wall formwork. This is the slab formwork or the Cleanliness layer accessible when moving the wall elements and moving the wall elements cannot be hindered by the reinforcements. This is all the more important if the wall elements have connection reinforcement.
  • the Connection reinforcements integrated into the wall elements can be used when laying the Plate reinforcement can be connected to this.
  • a reinforced composite formwork element is attached to the wall Relocation reason and at least a second reinforced one Composite formwork element with an open side to an open side of the first connected and then the reinforcements of the two elements together connected, then the second composite formwork element is advantageously at a height held a few centimeters above the base of the transfer and at this height horizontally joined to the first composite formwork element and then to the Deposition reason set.
  • This horizontal approximation of two Composite formwork elements were previously only possible in unreinforced areas.
  • the auxiliary supports are always supports in plate thickness, so that lower end of the inner formwork panel ends with the top edge of the panel.
  • Auxiliary supports that are removed before concreting can be placed on supports and struts, which would be cast in the plate, are dispensed with.
  • the Formwork elements through the angle or through the arch each other support they stand independently. However, this element is not one of the formwork panels protruding downwards since the element is not arranged on a plate edge, an auxiliary support must be provided, which is cast into the plate can, or it must be the composite formwork element between two parked Composite formwork elements are hung.
  • props have to be erected after casting the plate be put. Then they can be attached to the plate. In individual cases, however it is advisable to use props before pouring the slab onto the slab formwork to fix.
  • the props are advantageous on spacers or Concrete cubes attached, which may be poured into the plate. After this Pouring the wall can detach the prop from the cast-in spacer become.
  • a prefabricated composite formwork element for formwork a wall or column rising from a floor or floor slab, with at least two opposite, the strength of a wall / column core defining formwork panels and a plurality of these formwork panels connecting
  • spacers are achieved in that for casting the floor or floor slab necessary parts on the composite element for the wall or support rising from the plate are arranged. Accordingly, the open wall or column before pouring the slab underneath become.
  • a resulting benefit is that the wall formwork does not conflict with the connecting reinforcement etc.
  • the element is also in the factory producible. On the construction site, together with the parts integrated into it, it is like Reinforcement and reinforcement connection, installations and installation connections, Slab edge formwork etc. can be moved. The reinforcements and the installations can be precisely incorporated into the formwork and in the simplest way on or in it be attached. Postprocessing by adjusting Reinforcement connections and installations are not necessary.
  • connection reinforcement integrated in the composite formwork element for the Reinforcement connection of the wall to the plate arranged under the wall panel having. It is also useful in certain cases when a formwork panel others protrude downwards as panel edge formwork, and / or that Composite formwork element installation connections and transitions on or in the plate provided below.
  • the connection reinforcement can be made using separate bracket or made directly by the wall reinforcement itself become.
  • the connecting reinforcement also advantageously supports the Composite formwork element on the base.
  • the connection reinforcement must to be fixed in the composite formwork element in such a way that they exert forces on the formwork can remove the underside of the plate. So that the reinforcing bars are sufficient Have a distance to the concrete surface of the underside of the slab cement-bonded spacer blocks or those provided from plastic.
  • the length of the substantially horizontally oriented reinforcement bars greater than the average of the horizontal lengths of the two opposite Formwork panels.
  • the reinforcement is longer than that due to the formwork formwork wall core and thus reaches into the core area of the element connected second composite formwork element.
  • the vertical section shown in FIG. 1 does not yet show one poured composite formwork wall 11 over a base plate 13 to be cast of a building on a suitable surface with a cleanliness layer 14.
  • the Composite formwork wall 11 is on both sides with a formwork panel 15 or 17 Composite formwork element 19 edged.
  • the formwork panels 15 and 17 together a cavity or wall core 21 of a certain thickness, width and Height. They have been provided with locks 23 at the factory.
  • the locks are out two parts 23 ', 23 "put together, in the factory one part 23' to one Panel 15 and the other part 23 "is screwed to the other panel 17.
  • the composite formwork element 19 has a wall reinforcement 25, 27 and one Connection reinforcement 29. This connection reinforcement 29 is part of the Composite formwork element 19.
  • element 19 it is fixed to element 19 such that the element can be based on this.
  • element 19 there are also an electrical socket 31 and Electric tube 33 arranged. These were on the inside in the prefabrication plant the formwork panel 17 is screwed and together with the composite formwork element 19 delivered to the construction site.
  • the connecting pipe 33 was on site with a Sleeve 35 connected to a further pipe 37.
  • the electrician has on the Construction site also another pipe 39 in the wall 11 and the bottom plate 13 inserted. This could, thanks to which the bottom plate 13 is not cast when the wall formwork 19 is already erected without being assembled be laid in one piece. The time saved thereby and the Improving execution is one of the advantages of the invention.
  • one Electric tube 33, and a further in the plate 13 37 or from the tube protruding next lower wall can be thanks to the inventive Method in the area of the plate 13 and not behind the wall formwork 15, 17 getting produced.
  • the pipe ends are therefore freely accessible.
  • Such a connection 35 remains visible and controllable until it is concreted.
  • it is supported in a stable manner by means of an alignment support 43.
  • This The prop is attached to the wall 11 and on a concrete block 45.
  • Block 45 with a height corresponding to the plate thickness can also be on the Cleanliness layer or the metal formwork which can be fastened to the panel formwork is used become.
  • the block 45 or the metal block remain in the cast plate 13, after casting the wall 11, the support 43 of wall 11 and block 45 or Bock can be solved.
  • FIG. 2 shows a finished plate edge with the plate 13 ascending, poured wall 11 'shown.
  • the bottom plate 13 In the bottom plate 13 are lower reinforcement 49, the upper reinforcement 47 and the edge reinforcement 51 are shown.
  • the edge reinforcement 51 engages in the connecting reinforcement 29 of the ascending wall 11 in.
  • the composite formwork element 19 ' has in addition to the connection reinforcement 29 still the edge formwork 53 for the base plate 13.
  • the edge formwork 53 is by the shutter panel 17 'down under the lower end 55 of the shutter panel 15' formed and stands on the cleanliness layer 14, while the formwork panel 15 around Bottom plate thickness over the cleanliness layer 14 ends.
  • Both, edge formwork 53 and connecting reinforcement 29 are for concreting the floor slab 13 necessary. Therefore, the composite formwork element 19 'before concreting the Plate 13 offset.
  • connection reinforcement 29 also exists in the composite formwork element 19 is integrated, it can be moved horizontally on the construction site and to the correct one Position.
  • the connecting reinforcement 29 moves together with the formwork and therefore cannot hinder the exact placement.
  • the Edge reinforcement 51 can then be placed between the connecting reinforcement 29 be pushed in.
  • the reinforcements 25, 27, 29 are between the lock parts 23 ', 23 "inserted and fastened to them
  • Formwork panels 15, 17 connected to a composite formwork element 19 by the Lock parts 23 'and the lock parts 23 "hooked or snapped into one another become.
  • the elements 19, 19 ' are delivered to the construction site with the reinforcement and transferred there.
  • auxiliary supports 57 can also be the connection reinforcement 29 for parking the formwork serve.
  • Figures 3 to 5 show the connection of a floor ceiling 13 ', or the Formwork 59 of the ceiling 13 'on an outer wall 11'.
  • the under the plate 13 ' arranged wall formwork 19 ' is already poured out.
  • the panel formwork 59 and the upper wall formwork 19 is correctly arranged and ready for pouring. All Installations 33.63 and reinforcements 25.27.29.47.49.51 are inserted.
  • On The difference between Figures 3 to 5 is the location 61, where the under Panel 13 'arranged composite formwork element 19' and that over the panel 13 ' arranged 19 ".
  • the outer formwork panel 17 of the lower wall element 19 ' also formed the panel edge formwork 53'.
  • the Butt joint 61 is therefore on the top edge of the planned plate 13 '. 4 is the Edge of the plate 13 'with the formwork panel 17' of the upper element 19 " Butt joint 61 is at the same height as the upper end 63 of the inner Formwork panel 15, namely under the bottom lost formwork 59 of the plate 13 'or at most bottom edge of the concrete core of the plate 13 '. 5, both formwork panels 17, 17 'act together.
  • the joint 61 is in the area of the plate 13 '.
  • FIG. 3 there is also a factory-inserted into the wall 11 ' Installation pipe 33 shown with connection element 35 in the plate area.
  • Installation connections 35 can be seen.
  • Pipes 63 continued in the wall 11 ' can in the plate area at an accessible location between the lower end 55 of the Formwork panel 15 and bottom formwork 59 of the plate 13 'with a sleeve 35' get connected.
  • the connecting reinforcement 29.51 is conventional. The advantages mentioned can also be used with an unreinforced wall.
  • FIG. 4 shows a connecting reinforcement 29 ', which is a Parking the composite formwork element on the reinforcement 29 'allowed.
  • a Reinforcement bar is a loop 65 which has a bar 67 parallel to it Has panel formwork 59.
  • Spacer blocks 41 fastened with which the connecting reinforcement 65 on the Formwork 59 of the plate 13 'rests.
  • the ends of the connecting reinforcement 65 forming rod are crossed and protrude between the formwork panels 15, 17 'of the Composite formwork element 19 "into where it on the spacers or locks 23 are attached.
  • the wall reinforcement 25.27 extends approximately to the bottom and upper formwork ends. It may be possible to use a separate Plate edge reinforcement (e.g. 51 in Figure 3) can be dispensed with, since the plate edge also reinforced the outer wall reinforcement 27 and the force connection of the wall 11 ' the plate 13 'is guaranteed via the connecting bracket 65.
  • connection reinforcement 61 can also, as shown in Figure 5, from two introduced from below between the formwork panels 15, 17 of the wall formwork 19 " Reinforcement bar angles 67 happen, which expediently the top the plate 13 'with the outside of the wall 11' or the underside of the plate 13 ' connect to the inside of the wall 11 '.
  • FIGS 6 to 9 show horizontal sections through different Wall details. Basically, it is thanks to the displacement of the Composite formwork elements 19 generally possible before casting the plate 13 hanging horizontally over the base of the displacement or lying on top of it unimpeded move, as no connecting reinforcement 29,65,67 protrudes from the plate 13.
  • This Horizontal movement enables other connection solutions for the different Wall connections.
  • the mounting openings which were previously were necessary to insert the connection bracket into the wall connection, to be dispensed with.
  • the connection reinforcement of a composite formwork element can horizontally over the connection reinforcement of the next one, whereby Both connection reinforcements must be fixed in the composite formwork element can.
  • a T-shaped wall connection is shown, in which perpendicular to the wall surface of a first wall 11 a second wall 11 ' connects.
  • the composite formwork element 19 forming a wall 11 has on one side a continuous formwork panel 17 and on the opposite Side two formwork panels 15, 15 'arranged with a space between them.
  • the composite formwork element 19 'of the second closes in this intermediate space Wall 11 'on.
  • Reinforcement mesh 25,27 inserted.
  • connection bracket 71 inserted and fastened horizontally.
  • connection bracket 71 protrudes the formwork panels 15, 17 of the composite formwork element 19 'in the direction of Wall plane by slightly less than the thickness of the cavity 21 of the element 19 and is inserted between the meshes of the reinforcement network 25 arranged therein. With vertically inserted reinforcing bars 73 inside the bracket 71 and the Wall 11 is the power connection secured.
  • the wall corner in FIG. 7 is merged analogously. Both walls 11, 11 'have a composite formwork element 19, 19' with nets 25, 27 is reinforced. Since the connection reinforcement for the connection to the floor slab is a Horizontal movement of the crane hanging directly above the displacement base Composite formwork element (e.g. 19 ') can not hinder them together the elements 19, 19 'forming the wall corner by such a lateral approach be bumped into each other. The lateral connection brackets 71, 71 ' pushed over each other. If the element 19 according to the orientation of FIG. 7 e.g. is brought up to the element 19 'from above, they come Connection bracket 71 to lie over the connection bracket 71 '. When stopping the Composite formwork element 19, the brackets 71, 71 'rest on one another.
  • the connection reinforcement for the connection to the floor slab is a Horizontal movement of the crane hanging directly above the displacement base Composite formwork element (e.g. 19 ') can not hinder them together the elements 19, 19 'forming the wall corner by such a
  • a T-shaped wall connection is analogous to that in Figure 6 shown.
  • the wall connection is made up of three Composite formwork elements 19, 19 ', 19 "put together Composite formwork element 19, 19 ', 19 “engages with an integrated one Connection bracket 71, 71 ', 71 "in the cutting area between the walls 11, 11' and are again with at least one, four vertical are shown Reinforcing bar 73 connected, which is embraced by each bracket 71, 71 ', 71 ".
EP99810325A 1999-04-19 1999-04-19 Procédé de construction d'une plaque en béton et du coffrage d'un mur, élément de coffrage préfabriqué Withdrawn EP1046758A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP99810325A EP1046758A1 (fr) 1999-04-19 1999-04-19 Procédé de construction d'une plaque en béton et du coffrage d'un mur, élément de coffrage préfabriqué

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP99810325A EP1046758A1 (fr) 1999-04-19 1999-04-19 Procédé de construction d'une plaque en béton et du coffrage d'un mur, élément de coffrage préfabriqué

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EP1046758A1 true EP1046758A1 (fr) 2000-10-25

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EP99810325A Withdrawn EP1046758A1 (fr) 1999-04-19 1999-04-19 Procédé de construction d'une plaque en béton et du coffrage d'un mur, élément de coffrage préfabriqué

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1431468A1 (fr) * 2002-12-12 2004-06-23 Glatthaar-Fertigkellerbau GmbH Section du bâtiment avec des éléments de double parois et procédé de construction
EP1433907A2 (fr) * 2002-12-21 2004-06-30 Wilhelm Schmitz Coffrage
EP1482098A1 (fr) * 2003-05-26 2004-12-01 Ferdinand Hammerer Cave imperméable à l'eau et son procédé de construction
WO2007012345A1 (fr) * 2005-07-28 2007-02-01 Vst Verbundschalungstechnik Gmbh Procede de construction mur-plafond dans une execution en beton arme
ITTO20100595A1 (it) * 2010-07-08 2010-10-07 Fornace Calandra S R L Procedimento per realizzare una bilastra con fondazione
DE102013201732A1 (de) * 2013-02-04 2014-08-07 Baumeister & Sapper Engineering Ltd. Bausatz und Verfahren zur Montage von Gebäuden in Fertigteilbauweise
CN108560915A (zh) * 2018-01-29 2018-09-21 山西建筑工程有限公司 防止建筑外墙模板错台的拼接方法

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2139197A1 (de) * 1971-08-05 1973-02-22 Konrad Schweiker Bauelement mit einer verlorenen schalung
DE3228342A1 (de) * 1982-07-29 1984-02-09 Friedrich 7250 Leonberg Eger Verfahren zur herstellung von gebaeuden und vorgefertigte gebaeudeteile zur durchfuehrung des verfahrens
FR2641813A1 (fr) * 1988-12-28 1990-07-20 Monetta Pierre Coffrage pour murs de piscines en maconnerie
FR2677393A1 (fr) * 1991-06-04 1992-12-11 Tellier Claude Dispositif permettant, pour une piscine ou un bassin en beton arme, la realisation simultanee des murs, du fonds, des gorges et du revetement interieur vertical.
EP0751262A1 (fr) * 1995-06-30 1997-01-02 Ralf Sebald Elément de paroi pour constructions élevées et son procédé de fabrication
FR2758151A1 (fr) * 1997-01-09 1998-07-10 David Lassave Elements prefabriques de coffrage pour la realisation de murs en beton coule

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2139197A1 (de) * 1971-08-05 1973-02-22 Konrad Schweiker Bauelement mit einer verlorenen schalung
DE3228342A1 (de) * 1982-07-29 1984-02-09 Friedrich 7250 Leonberg Eger Verfahren zur herstellung von gebaeuden und vorgefertigte gebaeudeteile zur durchfuehrung des verfahrens
FR2641813A1 (fr) * 1988-12-28 1990-07-20 Monetta Pierre Coffrage pour murs de piscines en maconnerie
FR2677393A1 (fr) * 1991-06-04 1992-12-11 Tellier Claude Dispositif permettant, pour une piscine ou un bassin en beton arme, la realisation simultanee des murs, du fonds, des gorges et du revetement interieur vertical.
EP0751262A1 (fr) * 1995-06-30 1997-01-02 Ralf Sebald Elément de paroi pour constructions élevées et son procédé de fabrication
FR2758151A1 (fr) * 1997-01-09 1998-07-10 David Lassave Elements prefabriques de coffrage pour la realisation de murs en beton coule

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1431468A1 (fr) * 2002-12-12 2004-06-23 Glatthaar-Fertigkellerbau GmbH Section du bâtiment avec des éléments de double parois et procédé de construction
EP1433907A2 (fr) * 2002-12-21 2004-06-30 Wilhelm Schmitz Coffrage
EP1433907A3 (fr) * 2002-12-21 2005-01-05 Wilhelm Schmitz Coffrage
EP1482098A1 (fr) * 2003-05-26 2004-12-01 Ferdinand Hammerer Cave imperméable à l'eau et son procédé de construction
WO2007012345A1 (fr) * 2005-07-28 2007-02-01 Vst Verbundschalungstechnik Gmbh Procede de construction mur-plafond dans une execution en beton arme
US8484928B2 (en) 2005-07-28 2013-07-16 Vst Verbundschalungstechnik Ag Method for producing a wall-ceiling reinforced concrete construction
NO338797B1 (no) * 2005-07-28 2016-10-17 Vst Verbundschalungstechnik Gmbh Fremgangsmåte for fremstilling av en vegg-gulv konstruksjon av armert betong
ITTO20100595A1 (it) * 2010-07-08 2010-10-07 Fornace Calandra S R L Procedimento per realizzare una bilastra con fondazione
DE102013201732A1 (de) * 2013-02-04 2014-08-07 Baumeister & Sapper Engineering Ltd. Bausatz und Verfahren zur Montage von Gebäuden in Fertigteilbauweise
CN108560915A (zh) * 2018-01-29 2018-09-21 山西建筑工程有限公司 防止建筑外墙模板错台的拼接方法

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