EP1538278A2 - Table de coffrage - Google Patents

Table de coffrage Download PDF

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Publication number
EP1538278A2
EP1538278A2 EP04027983A EP04027983A EP1538278A2 EP 1538278 A2 EP1538278 A2 EP 1538278A2 EP 04027983 A EP04027983 A EP 04027983A EP 04027983 A EP04027983 A EP 04027983A EP 1538278 A2 EP1538278 A2 EP 1538278A2
Authority
EP
European Patent Office
Prior art keywords
table according
switching table
support
yoke
connection
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Withdrawn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
EP04027983A
Other languages
German (de)
English (en)
Other versions
EP1538278A3 (fr
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.)
Doka Industrie GmbH
Original Assignee
Doka Industrie GmbH
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 Doka Industrie GmbH filed Critical Doka Industrie GmbH
Publication of EP1538278A2 publication Critical patent/EP1538278A2/fr
Publication of EP1538278A3 publication Critical patent/EP1538278A3/fr
Withdrawn legal-status Critical Current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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/483—Supporting heads
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like
    • 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
    • E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form

Definitions

  • the invention relates to a prefabricated Heidelbergisch, such as in the field of construction, in particular for the Formwork of ceilings is used.
  • From DE 100 56 831 C1 is a similar Ceiling scarf device, in which at least the Yoke beams are made of steel.
  • the supports are on so-called supporting frames connected, each between be attached to two adjacent yoke beams.
  • the object of the invention is a Deckenschaltisch to create that in an efficient manner its possible uses is improved.
  • the inventive, prefabricated Heidelberg a formwork on, on several cross members is attached.
  • the formwork skin can, for example, consist of several Formwork panels exist.
  • For the cross member is preferred that these are made of wood.
  • At the yoke carriers are the required supports fastened by connecting heads, which serve the attachment of the supports, in each case one single Jochlini are attachable. This will be done realized that at least two of the existing yoke beams along essentially its entire length in regular Distances are provided with holes. At these holes the said connection heads are attached. This can for example, by means of inserted and secured Bolt be made.
  • connection head With regard to the attachment of Supports on the connecting heads is to mention that these can be done via a spline connection. This will be a or more wedges wrapped in such a way that they support by means of a head plate provided at its upper end firmly clamp with the connection head.
  • Connecting head should be mentioned that this also simple referred to as “head”, “head connection” or the like can be. In essence, is suitable as a connection head in the context of the invention, any element on which a Ceiling support is attachable, and in turn to a single Jochlini by means of the holes provided therein is fastened.
  • connection heads each to be attached to a single Jochlini leads compared to DE 100 56 831 C1 to the advantage that the therein shown supporting frame are dispensable, between two Yoke beams are to be fastened.
  • connection heads comparatively simple and inexpensive be designed by connecting directly to a single Jochlini are fastened.
  • To interact with Markings that can be provided on the yoke beams can improve on the connection head one each Marking be provided so that if the two Markings are brought into alignment with each other, the Holes of the carrier on the one hand and the connecting head on the other hand are aligned with each other.
  • connection heads almost stepless along the entire length of a yoke beam can be attached.
  • This can be on and the same GmbHisch supports in a flexible manner be attached as they fit for customization different ceiling thicknesses and thus different Concrete pressures is required.
  • the Distances between the supports as needed to identical designed Heidelbergisch be made so that a sufficient derivation of the forces occurring over the Support is guaranteed.
  • the attachment of the heads to the Jochlinin is also comparatively fast too accomplish, for example, only bolts through Holes in the connection head on the one hand and the On the other hand, yoke beams have to be inserted and secured. This leads to a considerable time saving compared to the Attachment by means of metric screws, which are threaded into are to turn the yoke carrier.
  • the continuous formation of holes at the yoke beams offers the advantage of having numerous add-on parts can be easily attached to the yoke beams.
  • a so-called Post connection to be mounted such that a support in a tilted orientation can be connected to a Wegisch on the ground in the horizontal direction both secure against pressure and tension and / or adjustment operations make.
  • Connecting straps easy Connections of different elements by means of Connecting straps possible.
  • About connecting straps can For example, two adjacent Wennische each other get connected.
  • a compensation formwork element or a Platform can be connected as a stage.
  • these at least one U-profile have.
  • the "bottom” of U usually largely perpendicular to the formlining aligned so the holes in this "bottom” are formed.
  • the legs of the U can be in Advantageous for the connection of two U-profiles with each other and / or the connection of the Jochlini with the Use cross members and their support at the yoke beams.
  • leg of the U-profile which is facing away from the formwork, for the tension of Anchors are used.
  • the Schaltisch invention a thought from the field the wall formworks picked up by a plate-like Clamping element of an anchorage is provided so that it is supported on the said leg.
  • the yoke beam have at least one forming tube. Also in this Embodiment can be an advantageous design of the Jochtonss realize.
  • individual Holes are associated with visually perceptible markings.
  • those holes can be special Be marked in "standard situations" for the Attachment of the connection heads are to be used.
  • Standard situations here are to be understood that with it In a sense, as standard, the formwork for ceilings up to is to support a certain thickness. Only at thicker ceilings would require more and / or other holes be used to lower in a then required Distance the connection heads for attaching in this Case provide more supports than in the standard cases.
  • the holes to be used here could also be in be suitably marked. By different Colors could be different groups of holes be distinguished from each other, each in particular Cases, i. up to a respective maximum load to choose.
  • the area of wall formwork will be used for the Jochdoch further preferred that they consist of two profiles consist of 15 cm or less, preferably 10 cm or less and in particular about 5 cm apart are.
  • the two profiles can each be around U-profiles act whose "bottoms" are directed towards each other. These floors can also be called webs, and the "Thighs" of the U, which could extend from the ground also be referred to as flanges.
  • the respective yoke carrier formed by two such profiles and, as a result is essentially structured like the so-called steel wall latches of wall formwork elements. This allows the proven connection and Anchoring possibilities at one in this way constructed carrier can be realized in an advantageous manner.
  • a yoke carrier of two Profiles are preferred that they by means of tabs connected to each other, where also the cross member are attached.
  • These flaps can be stiffening ribs and can, for example, on the two profiles be welded to the yoke beam.
  • the connection of Cross beams can be made through holes, each in the Tabs on the one hand and the cross members on the other are formed.
  • connection heads are detachably connected to the switch table appropriate.
  • This will be a particularly space-saving Stacking for transport and storage of the table achieved by the connecting heads detached from the table become.
  • the connection heads are very fast and easy easily detachable and refastenable, because of this For example, only the insertion or striking of for example, two bolts per connection head is required.
  • This is, after the space-saving Stacking for transport and storage, a fast Completion of the invention Druckisches am Location itself possible.
  • the space-saving stacking for For example, the transport leads to the advantage that less transport space is needed, and thus the Transport costs can be reduced.
  • connecting heads the connection with Serving supports, attached to them, is part of a preferred embodiment provided that at least one Connecting head is designed to pivot.
  • the Wegisch of a projectile into an overlying projectile whose Ceiling is to be brought by himself for example, from the already created floor over a Building opening, such as a window or parapet, is moved out.
  • This process can also be used by a so-called swivel head without dismantling the supports respectively.
  • the invention allows the use of Jochlinin with comparatively low height. This is currently preferred at about 12 cm.
  • the Fixation of the swung-out position of the support with a Exzenterkurve is provided.
  • Under the swung out Position becomes the position in this context understood, in which the supports at an angle of extend about 90 ° to the formwork skin.
  • the latch is on the Swivel head pivotally provided and can by means of described, for example, on a hook-like projection trained eccentric curve with a pin or bolt the counterpart are engaged in such a way that turning the pawl to the locking position increasing pressure of the counterpart on the yoke beam he follows.
  • On the described counterpart can be a support be attached for example by a wedge mechanism, so that thereby the support particularly reliable and strong is fixed.
  • the latch described is further preferred that they at least one locking possibility in the pivoted-in Has position of the support.
  • Under the swiveled Position is understood as a position in which the Support with respect to the formwork inclined or parallel extends to this.
  • a lock in a (with respect to the formwork) 10 ° position of the support be provided to a significantly reduced orientation reach the Wegisches to this example by a window opening in a building in the overlying To implement projectile.
  • a catch for the alignment of the Supports should be provided parallel to the formwork.
  • connection head at its bottom has at least a comparatively soft support.
  • the underside of the switch table forms, by such a condition a favorable Stackability can be achieved.
  • the soft pad can namely the Wennisch namely on the formwork of a underlying Wegisches be placed without that the risk of damage to the formwork of the underlying Heidelbergisches consists.
  • Under comparatively soft is understood in this context that the Edition example of plastic or the like is executed, so that damage caused by the rest a made of steel element on the formwork, the usually made of wood, is avoided.
  • pivotable connecting head the can also be referred to as a swivel head
  • this also independent of the invention
  • a swivel head for the connection described between a ceiling support and a carrier, the both steel and wood, as well as any one may consist of other suitable material, and which head in any combination the preceding and following may have specified characteristics.
  • the Heidelbergisch invention unfolds its advantages, especially with regard to Compatibility and connectivity with a variety of Extension units.
  • the Heidelbergisch with at least a connection tab and / or at least one Anchoring element and / or at least one stage is provided.
  • This reflects some of the different ones Extension possibilities of the switching table according to the invention as well as the possibility of several, juxtaposed Connecting Wegische with each other.
  • Connecting straps happen.
  • anchoring elements can be used, the inserted through the holes provided in the yoke beams become.
  • an attachment such as an anchoring element, that is provided in a direction perpendicular to the formwork skin is to be secured against falling down.
  • the inventive Leon first a formwork skin 12, which in the shown case of a plurality of adjacent to each other arranged shuttering panels consists.
  • This formwork skin is aligned horizontally and serves the Concreting of ceilings.
  • the variety of formwork panels are on attached to a plurality of cross beams 14, which in the case shown made of wood.
  • the cross members stand upright and are in turn largely perpendicular to so-called Jochlinin 16 aligned and attached to this.
  • Jochaniin 16 are exactly two Jochlini 16th made of steel.
  • the Jochpedia 16 exist in the shown embodiment of two U-profiles 24, whose Trays or webs, as described above, to each other are directed.
  • the connecting straps 26 are in the example shown with two largely vertically extending amplification or stiffening ribs provided. Furthermore, they have in their lower section on a paragraph, so that it to the contour the cross member, each at the top and bottom widened straps and in between a narrower bridge have, are adapted.
  • the attachment between the Connecting straps 26 and the cross members 14 takes place by Screw connections. It is final to mention that in the example shown, the connection tabs 26 in left area of the table from the right side to the Cross member 14 abut, and in the right part of the table the Concerns from the left side. Finally is Note that the spacing between the several Crossbeams 14 is irregular to the particular at certain Make the shift table prevailing load situation Take into account.
  • connection heads 20 are to be fastened.
  • connection heads each have counter marks, for example in the form of an upwardly tapered Triangle, to easily align with the triangle to allow the yoke support 16, with its tip directed downwards.
  • the yoke beams 16 at their respective ends and on the side facing away from the formwork facing 12 legs of the U-profiles provided with further holes 44, which also for the Attachment of various attachments can be used.
  • Fig. 2 is a connection head in the form of a detail Swivel head 20 shown, incidentally, regardless of the Heidelberg invention unfolds its advantages.
  • the swivel head 20 consists essentially of a curved or saber-shaped pawl 28 and a holder 46th
  • the holder 46 is essentially double-walled, the two walls are by pins 48, 70 or bolts and Cross sheets joined together and each at the attached to the plate 60 of the holder 46 mentioned below, for example, welded. Between the walls is located the pawl 28.
  • the holder 46 and the pawl 28 are almost independently of each other on a carrier, for example the in 1 recognizable Jochlini 16, by means of bolts 50th appropriate.
  • the bolts 50 are flat at their free end tapered running to the introduction in a To facilitate drilling. Further, they are by a Fuse element 52, such as e.g. a sapwood, against Falling out secured.
  • a Fuse element 52 such as e.g. a sapwood
  • Bolts 50 By attachment by means of Bolts 50 are both the holder 46 and the pawl 28th pivotable or rotatable with respect to the carrier.
  • the in Fig. 2 shown position corresponds to a position in which a Support, which is attached to the holder 46, with respect to a Carrier or shown in Fig. 1 shift table total is swung out, i. in a perpendicular to it Alignment is located. In this orientation, the Shunt supported on a support via the supports become.
  • the attachment of the supports is essentially by a wedge mechanism.
  • double wedge 54 from the position shown in Fig. 2 knocked out or moved to the right.
  • the swivel head shown in Fig. 2 is under other synonymous by the fact that at its bottom on both Side angled flanges 62 are formed, with which the swivel head 2 alone or in his at a Wegisch attached state (see Fig. 1) on a base or also the formwork 12 of an underlying switching table can be hung up.
  • the said flanges 62 are each with a provided comparatively soft pad 34, which is about the bottom of the respective flange 62, over a part its top and the edge surface extends.
  • Fig. 2 is further a locked position between the Holder 46 and the latch 28 are shown.
  • the holder 46 including the attached support with its plate 60 firmly against the lower support surface a yoke support 16 pressed so that here a rigid Connection is achieved, with which the occurring Moments can be transferred.
  • a projection formed eccentric curve 68 with a pin 70 in engagement This contour is eccentric in that with respect to the axis of rotation of the pawl 28, which by the (in Fig. 2 left) bolt 50 is formed, not circular runs. Rather, the eccentric curve approaches in her Progressing from their free end increasingly to the Axis of rotation, so that when "tightening" the holder 46, i. by a rotation of the pawl of FIG. 2 against the Clockwise, an increasing tensioning of the holder 46 in Direction of the yoke wearer takes place. This puts together with the yoke beam 16 a solid connection safely.
  • Fig. 3 is shown for clarity in FIG Swivel head 20 shown in a side view.
  • the pawl 28 extends curved so that they from a mounted on the holder 46 support is curved away and attached to a (in the shown Alignment horizontal) Jochlini 16 "applies". hereby as little obstruction of work as possible takes place in the Area of the holder 46, for example in the context of Fixing a support, must be made.
  • Fig. 3 is well formed on a projection 78 Exzenterkurve 68 to recognize, which for the engagement with the Pin 70 provides.
  • Fig. 4 the switching table 10 is in use shown.
  • supports 22nd mounted over which the Wennisch on a substrate 80, for example, the concrete ceiling of an underlying Projectile, is supported.
  • a guardrail 82 In the area of the free end of the Ceiling is a guardrail 82 provided.
  • a ceiling to be concreted 84 must be a Attach in a horizontal direction. This happens in the example shown by a tension belt 86, the a holder 88 is attached to the ceiling 80, the Substrate forms, is fixed.
  • a stage stage 40 either directly or, as shown in Fig. 4, over one or more connecting tabs 36 on the switch table can be attached.
  • the Holes 18 used which is essentially the entire length of the Joch phenomenon extend. Because of that Joch phenomenon 16 is constructed substantially as the out in the field of wall formwork known steel wall bars can appropriate anchoring elements are used. In which shown example, an anchoring element 38 with a Hammer head 90 (see Fig. 5) clamped such that a Edge formwork 92, the edge of the ceiling to be concreted 84th defined, anchored.
  • Fig. 4 shows in especially the cheap usability of common Components in a novel manner on a Deckenschaltisch 10th
  • Fig. 6 shows in the left portion of Fig. 4 with a Length compensation shown and described below.
  • Out Fig. 4 arises as this connection between twomaschineischen without length compensation can be displayed.
  • the existing holes 18 are used, and at a Connecting tab trained holes arranged so Be that correct alignment of the two tables gives each other.
  • Fig. 5 serves to illustrate the anchoring of Edge form 92 by means of the hammer heads 90, each supported on the lower support surface of the Jochlini 16.
  • the Fixation of a prefabricated formwork element 94 takes place by angle bracket 96, which, as mentioned, by means of Anchoring elements 38 on the Heidelbergisch invention are anchored.
  • Fig. 6 is shown how two suitsische 10 for a with each other and with another with a compensating tab 98th can be connected.
  • the Equalizing tab 98 in a favorable manner by means of the Jochlinin 16 existing holes are attached can, the laying on of other cross member 14 via brackets 100, such that a balancing formwork element 102, typically a formwork panel can be hung up. It is, however, without Further recognizable that shown in Fig. 6 Equalizing tab 98 replaced by a connecting strap could be, which the two Heidelbergische 10 directly connects together so that a continuous formwork skin 12 arises.
  • Fig. 7 is additionally the connection of twoschische in Direction of the cross member 14 shown while the situation in Fig. 6 shows the connection of two Servicesische 10 in the direction of Jochlini 16 was concerned.
  • this connection can be made by a Anchoring element 38 done, in a favorable manner by put the existing in the Jochlinin 16 holes and can be clamped by suitable clamping devices.
  • FIG. 7 shows an embodiment in which the respective Schalophute 12 a small piece in front of the respective Cross members 14 ends, so that a compensation switching element 102nd is required.
  • a compensation switching element 102nd For example, it may be necessary to make an adjustment make given space geometries. It goes without saying, that the two Schalphase 12 also a small piece could extend beyond the cross member 14, so that in Connected state immediately a continuous formwork skin is trained.
  • Fig. 7 the positional relationship between the respective yoke carrier and the swivel head 20 to recognize. It shows that the swivel head 20 with the two Side plates of the holder 46 between the U-profiles of the Jochlinis 16 is arranged and in the tensioned state with its top plate 60 fixed to the bottom Support surface of the yoke carrier 16 rests. This is going through formed the two lower legs of the U-profiles. Fig. 7 also leaves the comparatively close arrangement of the two U-profiles recognize each other, out of the possibility results, the connection heads 20 each at a single Jochlini 16 attach in a manner that the occurring moments can be transmitted.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP04027983A 2003-12-05 2004-11-25 Table de coffrage Withdrawn EP1538278A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20318912U 2003-12-05
DE20318912U DE20318912U1 (de) 2003-12-05 2003-12-05 Schaltisch

Publications (2)

Publication Number Publication Date
EP1538278A2 true EP1538278A2 (fr) 2005-06-08
EP1538278A3 EP1538278A3 (fr) 2008-04-23

Family

ID=31984796

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04027983A Withdrawn EP1538278A3 (fr) 2003-12-05 2004-11-25 Table de coffrage

Country Status (3)

Country Link
EP (1) EP1538278A3 (fr)
CN (2) CN100436738C (fr)
DE (1) DE20318912U1 (fr)

Cited By (7)

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KR100788740B1 (ko) 2007-03-15 2007-12-26 (주) 콘스텍 행거를 이용한 다단의 슬라브 시공을 위한 데크의 결합구조
ES2299315A1 (es) * 2005-11-04 2008-05-16 Constructora Eshor, S.L. Andamio de alero.
EP2261441A2 (fr) 2009-06-03 2010-12-15 ULMA C y E, S. COOP. Dispositif escamotable pour table de coffrage
DE102018123387A1 (de) * 2018-09-24 2020-03-26 Peri Gmbh Stützenkopf, deckenstütze, deckenschalung und verfahren zum errichten einer solchen deckenschalung
CN110952774A (zh) * 2019-11-20 2020-04-03 中国五冶集团有限公司 大跨度梁支撑体系搭设方法及系统
WO2022161955A1 (fr) * 2021-01-26 2022-08-04 Peri Se Dispositif pour fixer un panneau de coffrage de plafond, coffrage de plafond, panneau de plafond pour un coffrage de plafond, bande de support, unité de support, raccord de support et fixation de support
WO2024008912A1 (fr) 2022-07-07 2024-01-11 Doka Gmbh Élément de table de coffrage, table de coffrage et procédé de construction d'un coffrage de plafond

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ES2297968B1 (es) * 2005-04-12 2009-07-20 Inveral, S.A. Sistema para el acoplamiento de un puntal de soporte a una mesa de encofrado.
DE102007008209A1 (de) * 2007-02-20 2008-08-21 Peri Gmbh Ausgesteiftes Deckenschalungssystem
CN101886466B (zh) * 2010-07-09 2011-09-14 中国二十二冶集团有限公司 捣固式焦炉煤塔模板支撑结构的施工方法
CN101949212B (zh) * 2010-09-29 2012-04-25 中冶建筑研究总院有限公司 楼板可拆模板支撑系统及其施工方法
CN102146731B (zh) * 2011-03-08 2012-07-04 浙江梁湖建设有限公司 一种钢结构房屋楼层模板支撑结构及施工方法
DE102012220751A1 (de) * 2012-11-14 2014-05-15 Harsco Infrastructure Services Gmbh Verfahren für die Herstellung von Hochhausdecken nebst Schaltafel
CN103321395B (zh) * 2013-06-05 2014-12-10 中国化学工程第十三建设有限公司 一种便于移动安装的脚手架施工平台
AT13864U1 (de) * 2013-09-24 2014-10-15 Doka Ind Gmbh Tragvorrichtung für eine Betonschalung
DE102015223762A1 (de) * 2015-11-30 2017-06-01 Peri Gmbh Schalungsteil und Deckenschalung mit einem solchen Schalungsteil
CN105715043B (zh) * 2016-01-29 2018-06-29 中国建筑第八工程局有限公司 一种高支模小角度清水斜面的模板加固体系及施工方法
CN108915245A (zh) * 2018-06-20 2018-11-30 清华大学 无支撑钢模板装置以及混凝土水平结构的浇筑方法
CN110904745B (zh) * 2018-09-17 2022-03-18 比亚迪股份有限公司 道岔设备支撑平台
EP3719238B1 (fr) * 2019-04-03 2022-10-26 DOKA GmbH Tête de retenue, support de coffrage et coffrage de plafond
DE102021112759A1 (de) * 2021-05-18 2022-11-24 Wilhelm Layher Verwaltungs-Gmbh Gerüstträger
DE102022100754A1 (de) * 2022-01-13 2023-07-13 Peri Se Deckentisch zur wenigstens teilweisen Schalung einer Betondecke

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EP0945564A1 (fr) 1998-03-27 1999-09-29 Peri Gmbh Système de table coffrante
DE10056831C1 (de) 2000-11-16 2002-02-14 Meyer Keller Noe Schalttech Deckenschalvorrichtung zum Erstellen von Betondecken

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ES2299315A1 (es) * 2005-11-04 2008-05-16 Constructora Eshor, S.L. Andamio de alero.
KR100788740B1 (ko) 2007-03-15 2007-12-26 (주) 콘스텍 행거를 이용한 다단의 슬라브 시공을 위한 데크의 결합구조
EP2261441A2 (fr) 2009-06-03 2010-12-15 ULMA C y E, S. COOP. Dispositif escamotable pour table de coffrage
DE102018123387A1 (de) * 2018-09-24 2020-03-26 Peri Gmbh Stützenkopf, deckenstütze, deckenschalung und verfahren zum errichten einer solchen deckenschalung
CN110952774A (zh) * 2019-11-20 2020-04-03 中国五冶集团有限公司 大跨度梁支撑体系搭设方法及系统
WO2022161955A1 (fr) * 2021-01-26 2022-08-04 Peri Se Dispositif pour fixer un panneau de coffrage de plafond, coffrage de plafond, panneau de plafond pour un coffrage de plafond, bande de support, unité de support, raccord de support et fixation de support
WO2024008912A1 (fr) 2022-07-07 2024-01-11 Doka Gmbh Élément de table de coffrage, table de coffrage et procédé de construction d'un coffrage de plafond
DE102022206972A1 (de) 2022-07-07 2024-01-18 Doka Gmbh Schalungstischelement

Also Published As

Publication number Publication date
CN100436738C (zh) 2008-11-26
CN1624272A (zh) 2005-06-08
CN101397845A (zh) 2009-04-01
EP1538278A3 (fr) 2008-04-23
CN101397845B (zh) 2011-10-19
DE20318912U1 (de) 2004-03-04

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