DE3140287A1 - Device for producing concrete walls of storey height - Google Patents

Device for producing concrete walls of storey height

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Publication number
DE3140287A1
DE3140287A1 DE19813140287 DE3140287A DE3140287A1 DE 3140287 A1 DE3140287 A1 DE 3140287A1 DE 19813140287 DE19813140287 DE 19813140287 DE 3140287 A DE3140287 A DE 3140287A DE 3140287 A1 DE3140287 A1 DE 3140287A1
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Germany
Prior art keywords
elements
walls
flat iron
formwork
threaded rods
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Withdrawn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
DE19813140287
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German (de)
Inventor
Artur 3040 Soltau Distel
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Individual
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Individual
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Priority to DE19813140287 priority Critical patent/DE3140287A1/en
Publication of DE3140287A1 publication Critical patent/DE3140287A1/en
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/26—Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8688—Scaffoldings or removable supports therefor

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

The invention relates to a device for producing concrete walls of storey height. Shuttering elements of storey height are used, the shuttering walls of which are fixed to the ground and held at a precise distance, neighbouring shuttering elements being connected to one another. To be able to align the concrete walls of storey height exactly vertically and keep them in this position both during erection and during the pouring operation, a holding and adjusting device, permitting readjustment, is provided. The holding and adjusting device essentially consists of a clamping and supporting device which is arranged between two abutments, one of which is fixed to the shuttering elements and the other to the ground. The clamping and supporting device has two threaded rods which are connected to one another by a clamping screw and the free ends of which are connected to the abutments. <IMAGE>

Description

Vorrichtung zur Herstellung geschoßhoher I3etonw9nde Device for the production of floor-to-ceiling concrete walls

Die Erfindung betrifft eine Vorrichtung zur Herstellung geschoßhoher Betonwände gemäß Oberbegriff des -Anspruchs- 1. The invention relates to an apparatus for manufacturing storey high Concrete walls according to the preamble of claim 1.

Es sind vorgefertigte geschoßhohe Wandelemente zum Bau von Gebäuden bekannt; diese Wandelemente sind aber nicht ohne Hilfsmittel wie Kräne aufstellbar. Außerdem müssen diese Wandelemente meist über große Entfernungen mit Hilfe von Schwertransportfahrzeugen zur Baustelle transportiert werden. They are prefabricated floor-to-ceiling wall elements for the construction of buildings known; however, these wall elements cannot be erected without tools such as cranes. In addition, these wall elements usually have to be used over long distances with the help of heavy transport vehicles be transported to the construction site.

Es ist ferner bekannt, zur erstellung geschoßhoher Betonwände Füllbetonsteine zu verwenden, die aufeinandergestapelt werden und anschließend mit Beton ausgegossen werden. Es können allerdings nur jeweils zwei oder drei Steine übereinanderge--stapelt werden, die dann erst verfüllt werden müssen, bevor weitere Steine aufgesetzt werden können. Der Einsatz solcher Füllbetonsteine zur Herstellung geschoßhoher Betonwände gestaltet sich demgemäß ums-tändlich und zeitaufwendig. It is also known for the creation of floor-to-ceiling concrete walls filled concrete blocks to use, which are stacked on top of each other and then poured with concrete will. However, you can only stack two or three stones on top of each other which then have to be filled in before further stones are placed can. The use of such filler concrete blocks for the production of floor-to-ceiling concrete walls is accordingly cumbersome and time-consuming.

Die Aufgabe der vorliegenden Erfindung besteht darin, eine Vorrichtung zur Herstellung geschoßhoher Betonwände anzugeben, mit der die Betonwände einfacher, schneller, kostengünstiger und einwandfrei ausgerichtet herstellbar sind. The object of the present invention is to provide a device specify for the production of floor-to-ceiling concrete walls, with which the concrete walls are easier to can be produced faster, cheaper and properly aligned.

Diese Aufgabe wird durch die im Anspruch 1 angegebene Erfindung gelöst. This object is achieved by the invention specified in claim 1.

Durch die Erfindung ist es möglich, geschoßhohe Verschalungselemente zu verwenden, die sich per Hand leicht aufstellen lassen und die durch die erfindungsgemäße Ausbildung auch beim Verfüllvorgang die herstellung einwandfreier geschoßhoher Betonwände gewährleisten. Die erfindungsgemäße Halte- und Stützvorrichtung kann nach dem Verfüllen und gegebenenfalls Aushärten des Betons wieder entfernt und weiterverwendet werden. Die Schalungselemente können am Beton als Putzgrundlage verbleiben. Die erfindungsgemäß ausgebildeten Schalungselemente sind für Füllbeton und auch Leichtbeton geeignet. The invention makes it possible to use floor-to-ceiling cladding elements to use that can be easily set up by hand and by the invention Training in the production of flawless floor-to-ceiling concrete walls during the filling process guarantee. The holding and supporting device according to the invention can after filling and if necessary hardening of the concrete can be removed and reused. The formwork elements can remain on the concrete as a plaster base. According to the invention formed formwork elements are suitable for filler concrete and lightweight concrete.

Vorteilhafte und zweckmäßige Weiterbildungen der erfindungsgeinäßen Aufgabenlösung sind in den Unteransprüchen gekennzeichnet. Advantageous and expedient developments of the inventive The solution to the problem is characterized in the subclaims.

Die Erfindung soll nun anhand der beigefügten Zeichnung, in der ein Ausführungsbeispiel daryestellt ist, näher erläutert werden. The invention will now be based on the accompanying drawing, in which a Embodiment is shown, will be explained in more detail.

Es zeigen Fig. 1 eine perspektivische Darstellung der erfindungsgemäßen Vorrichtung, Fig. 2 schematisch eine Seitenansicht der Vorrichtung nach Fig. 1 und Fig. 3 eine Draufsicht auf die Vorrichtung nach Fig. 1. 1 shows a perspective illustration of the invention Device, Fig. 2 schematically shows a side view of the device according to Fig. 1 and FIG. 3 shows a plan view of the device according to FIG. 1.

In den Fiquren der Zeichnung sind gleiclle Bauteile mit den gleichen Bezugszeichen versehen. In the figures of the drawing, the same components are with the same Provided with reference numerals.

Die Zeichnung zeigt eine Halte- und Jusl:iervorrichtung 2 zum Halten und Justieren von SchalungselemenLen 4. In en Fig. 1 und 3 sind jeweils zwei Schalungselemente 6 und 8 dargestellt. Jedes Schalungselement 6, 8 besteht aus zwei Schalungswänden 1o und 12. Die Schalungswände 1o, 12 sind vermittels Abstandshalter 14 miteinander verbunden und relativ zueinander in einem bestimmten Abstand gehalten. Die Abstandshalter sind mit einem Innengewinde versehen, in die durch Bohrungen in den Schalungswänden steckbare Schrauben einschraubbar sind. Die Schalungswände 10, 12 können beispielsweise aus Hartfaserplatten oder Spanplatten bestehen. The drawing shows a holding and Jusl: iervorrichtung 2 for holding and adjusting formwork elements 4. In Figs. 1 and 3 there are two formwork elements each 6 and 8 shown. Each formwork element 6, 8 consists of two formwork walls 1o and 12. The formwork walls 1o, 12 are connected to one another by means of spacers 14 connected and held relative to each other at a certain distance. The spacers are provided with an internal thread, in which through holes in the formwork walls Plug-in screws can be screwed in. The formwork walls 10, 12 can, for example consist of hardboard or chipboard.

Zur Halterung und Fixierung der Schalungselemente 6, 8 am Boden 18 dient ein U-Prdfil 20, das auf dem Boden befestigt wird, beispielsweise mit Hilfe von Dübeln. For holding and fixing the formwork elements 6, 8 on the floor 18 serves a U-Prdfil 20, which is attached to the floor, for example with the help of dowels.

Die geschoßhohen Schalungswände 10, 12 werden von außen an den aufrecht stehenden freien Schenkeln 22 und 24 des U-Profils 20 befestigt, wie dies in der Zeichnung dargestellt ist. Selbstverständlich ist auch eine Befestigung der Schalungswände lo und 12 auf der Innenseite der freien Schenkel 22, 24 des U-Profiles 20 möglich. In diesem Falle können die dann sichtbaren Außenflächen der Schenkel des U-Profiles als Träger für Blendleisten oder selbst als Blendleisten dienen. The storey-high formwork walls 10, 12 are upright from the outside standing free legs 22 and 24 of the U-profile 20 attached, as shown in FIG Drawing is shown. It goes without saying that the shuttering walls are also fastened lo and 12 on the inside of the free legs 22, 24 of the U-profile 20 possible. In this case, the then visible outer surfaces of the legs of the U-profile serve as a carrier for fascia strips or even as fascia strips.

Um eine einwandfreie Ausrichtung der aneinanderstoßenden Schalungswände 1o, 12 zu erzielen, können die benachbarten Schalungswände noch mit Hilfe von Flacheisen 26 miteinander verbunden sein, wie dies in der Fig. 1 angedeutet ist. To ensure the correct alignment of the abutting formwork walls 1o, 12 can be achieved by the neighboring Formwork walls still be connected to one another with the aid of flat iron 26, as indicated in FIG is.

Das Problem der sicheren und einwandfrei senkrechten Fixierung der geschoßhohen Wandelemente 6, 8 wird mit Hilfe der Halte- und Justiervorrichtung 2 gelöst. Diese besteht im wesentlichen aus zwei Gewindestangen 28 und 30, die mit Hilfe einer Spannschraube 32 miteinander verbunden sind. Die Anordnung aus Gewindestangen und Spannschraube dient als Spannan/ und Stützvorrichtung, die sich an den Schalungselementen und am Boden lösbar befestigten Widerlagern 34 und 36 abstützt. The problem of the safe and perfect vertical fixation of the storey-high wall elements 6, 8 with the help of the holding and adjusting device 2 solved. This consists essentially of two threaded rods 28 and 30, which with Are connected to one another by means of a clamping screw 32. The arrangement of threaded rods and tensioning screw serves as a tensioning / and supporting device, which is attached to the formwork elements and abutments 34 and 36 releasably attached to the ground.

Die Widerlager bestehen aus einem Flacheisen 38 und 39 und einer daran befestigten Öse 40,41. Die Gewindestangen 28, 30 sind an ihren freien Enden mit Sicherheitshaken 42 und 44 oder anderen geeigneten Elementen zur Befestigung an den Ösen 40, 41 versehen.The abutments consist of a flat iron 38 and 39 and one on it attached eyelet 40,41. The threaded rods 28, 30 are at their free ends with Safety hooks 42 and 44 or other suitable elements for attachment the eyelets 40, 41 provided.

Das Flacheisen 38 weist zwei Bohrungen 46, 48 auf, durch die Schrauben 50, 52 steckbar sind; die in die hohlen Abstandshalter 14 einschraubbar sind. Das Flacheisen 39 ist an den Stellen 54 und 56 lösbar mit dem Boden 18 verdübelt. The flat iron 38 has two bores 46, 48 through the screws 50, 52 are pluggable; which can be screwed into the hollow spacers 14. That Flat iron 39 is releasably anchored to the floor 18 at points 54 and 56.

Die erfindungsgemäße Vorrichtung wird wie folgt eingesetzt Zunächst wird das U-Profil 20 auf dem Boden 18 befestigt; am U-Profil 20 werden dann die geschoßhohen Schalungswände 1o, 12 angebracht. Nach dem Einbringen der Abstandshalter 14 und eventueller Flacheisen 26 zur Verbindung benachbarter Schalungswände wird in einem geeigneten Abstand zu den Schalungselumenten das Flacheisen 39 am Boden befestigt. Am oberen Randbereich der Schalungselemente wird dann das L"dacheisen 38 mit Öse 40 durch Einschrauben in die Abstandshalter 14 angebracht und danach die Gewindestangen 28 und 30 mit der Spannschraube 32 in die Ösen 40, 41 der Flacheisen 38 und 39 ein-. The device according to the invention is used as follows. First of all the U-profile 20 is attached to the floor 18; on the U-profile 20 are then the storey-high formwork walls 1o, 12 attached. After inserting the spacers 14 and any flat iron 26 for connecting adjacent formwork walls the flat iron 39 on the ground at a suitable distance from the formwork elements attached. At the top The edge area of the formwork elements is then the L "roof iron 38 with eyelet 40 is attached by screwing it into the spacer 14 and then the threaded rods 28 and 30 with the clamping screw 32 in the eyelets 40, 41 of the flat iron 38 and 39 a.

gehakt. Mit Hilfe der Spannschraube 32 werden dann die Schalungselemente genau lotrecht einjustiert. Danach kann das Verfüllen der Schalungselemente mit Beton erfolgen. Nach dem Verfüllen und Aushärten werden die Gewindestangen 28', 3o aus den Ösen der Flacheisen ausgehakt und die Flacheisen demontiert; Die Schrauben So, 52 werden wieder in die Abstandshalter 14 eingeschraubt.hooked. With the help of the clamping screw 32, the formwork elements adjusted exactly perpendicular. After that, the formwork elements can be filled with Concrete. After filling and hardening, the threaded rods 28 ', 3o unhooked from the eyelets of the flat iron and dismantled the flat iron; The screws Thus, 52 are screwed back into the spacers 14.

Die Schalungselemente können sowohl mit dem sogenannten Füllbeton als auch mit Leichtbeton verfüllt werden. Die Schalungswände dienen zugleich als Putzgrundlage und Wärmeisolierung. Die Schalungswände können aber auch nach dem Aushärten des Betons entfernt werden. The formwork elements can both with the so-called filling concrete as well as being filled with lightweight concrete. The formwork walls also serve as Plaster base and thermal insulation. The formwork walls can also after Hardening of the concrete to be removed.

Claims (14)

A n s p r ii c tl e 1. Vorrichtung zur lierstel lurig geschoßhoher Betonwändc'-. A n s p r ii c tl e 1. Device for lierstel lurig storey-high Betonwändc'-. mit geschoßhohen Schalungselementen, deren ScE¢alungswärlde am Boden befestigt und auf genauen Abstand gehalten sind,-wobei benachbarte Schalungselemente miteinander verbunden sind, gekennzeichnet durch eine Halte- und Justiervorrichtung (2), mit der die Schalungselemente (6, 8) genau senkrecht ausrichtbar und bei- Verfüllvorgang und Verfestigungsvorgang in der richtigen Laye gehalten und nachjustierbar sind.with storey-high formwork elements, their scE ¢ alungswärlde on the ground fastened and kept at a precise distance, -which adjacent formwork elements are connected to one another, characterized by a holding and adjusting device (2), with which the formwork elements (6, 8) can be aligned exactly vertically and during the filling process and the solidification process are kept in the correct layer and can be readjusted. 2. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß die Halte- und Justiervorrichtung (2) eine zwischen an den- Schalungselerienten (6, 8) und am Boden (18) lösbar angebrachten Widerlagern (34, 3(>) angeordnete, in der Länge verstellbare Spann- und Stützvorrichtung aufweist.2. Apparatus according to claim 1, characterized in that the holding and adjusting device (2) one between the formwork relievers (6, 8) and abutments (34, 3 (>) arranged in length and detachably attached to the bottom (18) Has adjustable clamping and support device. 3. Vorrichtung nach Anspruch 2, dadurch gekennzeichnet, daß die Spann- und Stützvorricht.uny zwei Gewindestangen (28, 30) aufweist, die durch eine Spannschraube (32) miteinander verbunden sind und deren freie Enden mit den Widerlagern (34, 36) verbunden sind.3. Apparatus according to claim 2, characterized in that the clamping and support device.uny two threaded rods (28, 30), the are connected to each other by a clamping screw (32) and their free ends with the abutments (34, 36) are connected. 4. Vorrichtung nach Anspruch 2 ocr 3, dadurch gekennzeichnet, daß als Widerlager ein Flacheisen (38; 39) mit einer Gewindestangenaufnahmeeinrichtung (40; 41) dient.4. Apparatus according to claim 2 ocr 3, characterized in that a flat iron (38; 39) with a threaded rod receiving device as an abutment (40; 41) is used. 5. Vorrichtang-nach Anspruch 4, dadurch gekennzeichnet, daß das Flacheisen (38) zwei Bohrungen (46, 48) aufweist, durch die Schrauben (50, 52) steckbar sind, die in die mit einem Innengewinde ausgestatteten Abstandshalter (14) der Schalungswände (10, 12) einschraubbar sind.5. Vorrichtang-according to claim 4, characterized in that the flat iron (38) has two bores (46, 48) through which screws (50, 52) can be inserted, into the spacers (14) of the formwork walls, which are equipped with an internal thread (10, 12) can be screwed in. 6. Vorrichtung nach Anspruch 4, dadurch gekennzeichnet, daß das Flacheisen (39) mit dem Boden verdübelbar ist.6. Apparatus according to claim 4, characterized in that the flat iron (39) can be dowelled with the floor. 7. Vorrichtung nach Anspruch 3, dadurch gekennzeichnet, daß an den freien Enden der Gewindestangen (28, 30) Befestigungselemente (42, 44) zur lösbaren Befestigung an den Gewindestangenaufnahmeeinrichtungen (40, 41) der Flacheisen (38, 39) angeordnet sind.7. Apparatus according to claim 3, characterized in that the free ends of the threaded rods (28, 30) fastening elements (42, 44) for releasable Attachment to the threaded rod receiving devices (40, 41) of the flat iron (38, 39) are arranged. 8. Vorrichtung nach Anspruch 3 oder'7, dadurch gekennzeichnet, daß die freien Enden der Gewindestangen (28, 30) T-förmig ausgebildet und in komplementär am Flacheisen ausgebildete T-förmige Ausnehmungen oder Führungen einlegbar sind, die so ausgebildet sind, daß die Gewindestangen in der Stütz-und Spannrichtung gefangen sind.8. Apparatus according to claim 3 oder'7, characterized in that the free ends of the threaded rods (28, 30) are T-shaped and complementary trained on flat iron T-shaped recesses or guides are insertable, which are designed so that the threaded rods in the support and Clamping direction are caught. 9. Vorrichtung nach Anspruch 4 odcr 7, dadurch gekennzeichnet, daß die Gewindestangenaufnahmeeinrichtung an den Elac}lcisen (38, 39) angeordnete Ösen (40, 41) sind.9. Apparatus according to claim 4 or 7, characterized in that the threaded rod receiving device on the Elac} lcisen (38, 39) arranged eyelets (40, 41) are. 10. Vorrichtung nach Anspruch 7 und 9, dadurchgekennzeic-hnet, daß die Befestigungselemente der Gewindestangen zum Eingreifen in die Ösen der Flacheisen ausgebiidet sind.10. Apparatus according to claim 7 and 9, dadurchgekennzeic-hnet that the fastening elements of the threaded rods for engaging the eyelets of the flat iron are trained. 11. Vorrichtung nach Anspruch 10, dadurch gekennzeichnet, daß die Befesti(jungselemente I£Iierheitshakcn, Schäkei oder dergl. sind.11. The device according to claim 10, characterized in that the Fastening (young elements, Iierheitshakcn, Schäkei or the like. Are. 12. Vorrichtung nach Anspruch 1 und einem der Ansprüche 2 bis 11, dadurch gekennzeichnet, daß die Halte- und-Justiervorrichtung (2) ein mit dem Boden (18) verbindbares U-Profil (20) umfaßt, an dessen nach oben weisenden senkrechten, freien Schenkeln (22, 24) die Schalungswände (10, 12) von außen oder von innen befestigt werden.12. The device according to claim 1 and one of claims 2 to 11, characterized in that the holding and adjusting device (2) is connected to the ground (18) includes connectable U-profile (20), on its upward-facing vertical, free legs (22, 24) attached to the shuttering walls (10, 12) from the outside or from the inside will. 13. Vorrichtung nach Anspruch 1 oder 12, dadurch gekennzeichnet, daß die Schalungswände (lo, 12) der Schalungselemente (6, 8) aus Hartfaserplatten, Spanplatten oder geeigneten, wärmeisolierenden Platten bestehen, die als Putzträger an den fertigen Betonwänden verbleiben.13. Apparatus according to claim 1 or 12, characterized in that the shuttering walls (lo, 12) of the shuttering elements (6, 8) made of hardboard, chipboard or suitable, heat-insulating panels that are used as a plaster base on the finished Concrete walls remain. 14. Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß benachbarte Schalungselemente im Bereich der Stoßfugen außer durch das U-Profil (20) durch mehrere mit den Abstandshaltern (14) verbindbare Flacheisen (26) miteinander verbunden sind.14. Device according to one of the preceding claims, characterized in that that adjacent formwork elements in the area of the butt joints except through the U-profile (20) by means of several flat irons (26) which can be connected to the spacers (14) are connected.
DE19813140287 1981-10-10 1981-10-10 Device for producing concrete walls of storey height Withdrawn DE3140287A1 (en)

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Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0573547A1 (en) * 1991-02-19 1993-12-15 ROBY, Edward F. Insulated wall construction
DE9412266U1 (en) * 1993-08-19 1994-09-29 Syspro-Gruppe Betonbauteile e.V., 68766 Hockenheim Ready formwork for a concrete building element
EP0857834A1 (en) * 1997-02-11 1998-08-12 Karl-Heinz Westermann Method and frame for erecting concrete walls
FR2776004A1 (en) * 1998-03-13 1999-09-17 Eurobress Sarl Soc Shuttering panel forming openings in concrete
NL1008951C2 (en) * 1998-04-21 1999-10-22 Jan Hendrik De Wit Internal wall construction with plaster filled cavity for internal walls of dwellings uses thin outer plasterboard panels attached to upper and lower support profiles
DE19822233A1 (en) * 1998-05-07 1999-11-11 Mueller Holtz Christoph System for concrete building
FR2828705A1 (en) * 2001-08-17 2003-02-21 Serge Schlee Tools for installation and assembling of prefabricated elements are formed from reinforced tube connected to tube by welded strut sections
GB2444637A (en) * 2006-12-05 2008-06-11 Liam Campion Permanent formwork having with hollow concrete walls, separated and reinforced by steel framework
US8136317B1 (en) 2009-12-23 2012-03-20 Mccown Matthew S Assembly for straightening a basement's wall
AT513576A3 (en) * 2012-10-31 2014-08-15 Doka Ind Gmbh Wall formwork system and a method for producing a wall section with a Isolierschalung
WO2014193312A1 (en) * 2013-05-30 2014-12-04 Intech-Les, Razvojni Center, D.O.O. Process of installing a load-bearing wall with bilateral thermal insulation
CN107558746A (en) * 2017-11-06 2018-01-09 新疆远大华美建筑工业有限公司 A kind of out-hung panel bearing diagonal fixing means and instrument
CN108086698A (en) * 2016-11-22 2018-05-29 吴方华 Levelling device and application method are fixed in a kind of prefabricated components installation
WO2018115307A1 (en) * 2016-12-21 2018-06-28 Electricite De France Permanent concrete formwork and method for manufacturing a metal-concrete composite structure using such a formwork
CN108374561A (en) * 2018-02-10 2018-08-07 北京工业大学 Prefabricated wall panels are fixed temporarily supporting arrangement
CN109024987A (en) * 2018-08-21 2018-12-18 中冶建工集团有限公司 Construction method is poured after a kind of toilet shear wall
WO2019150141A3 (en) * 2017-12-14 2019-11-14 Viktor Soos Device for facilitating the installation of walling and/or wall-insulation
CN112081399A (en) * 2020-09-24 2020-12-15 冒鹏飞 Mounting construction method for prefabricated wallboard
CN118128222A (en) * 2024-05-08 2024-06-04 河北顺安远大环保科技股份有限公司 Full-assembled prefabricated component connecting device

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0573547A1 (en) * 1991-02-19 1993-12-15 ROBY, Edward F. Insulated wall construction
EP0573547A4 (en) * 1991-02-19 1995-05-24 Edward F Roby Insulated wall construction.
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