US3364647A - Method for erecting tall buildings with balconies - Google Patents
Method for erecting tall buildings with balconies Download PDFInfo
- Publication number
- US3364647A US3364647A US450697A US45069765A US3364647A US 3364647 A US3364647 A US 3364647A US 450697 A US450697 A US 450697A US 45069765 A US45069765 A US 45069765A US 3364647 A US3364647 A US 3364647A
- Authority
- US
- United States
- Prior art keywords
- balcony
- concrete
- ceiling
- building
- form support
- 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.)
- Expired - Lifetime
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
-
- 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
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/066—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for overhangs
-
- 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
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
- E04G19/003—Arrangements for stabilising the forms or for moving the forms from one place to another
Definitions
- Tall buildin s may have masonry facades or they may be covered with a concrete or metal facing. Masonry facades usually require plastering and involve maintenance costs due thereto.
- Tall buildings covered with a metal facing are subject to the influence of the sun rays, especially during the summer.
- reinforced concrete balconies have been structurally connected to the ceiling slabs by bracing the supports of the largely wooden ceiling forms with diagonal braces between the supports so as to achieve the required rigidity and to prevent twisting and shifting of the form supports.
- dismantling the supports they had to be disassembled into their components. This is not only time consuming but it also requires employment of experts, so as to avoid unnecessarily large losses of lumber used in the forms. Even when experts are employed, losses due to parts becoming unusable will occur. In this conventional method, experts must be employed for the erection as well as for the dismantling of the ceiling supporting forms,
- the temporary scaffolds used in the construction of tall buildings, create an accident hazard, specifically because, as experience has shown, no windboards are used in addition to the railing.
- a guard must be provided during the period of lowering to the street the components of the parapet scaffold.
- balcony floor form support may be connected to the ceiling form support and/ or it may be anchored to the balcony floor below or to the room floor or walls.
- prefabricated balcony parapets provided with connecting rods are mounted in suitable grooves provided in the balcony floor form support between the scaffolding and the balcony floor, and the ceiling and balcony floor are now cast in their forms to produce a concrete unit consisting of ceiling, balcony floor and balcony parapet.
- the balcony form support is first removed, lifted by a crane and removed to another building site, whereupon the ceiling form support is dismantled and moved by the crane for reuse, these steps being repeated in the same manner at the next fioor until the building has reached its intended height.
- the equipment required for this method includes large wall forms in which, in a known manner, first two side walls and the back wall of the individual rooms of the respective floors are cast in concrete to which, wherever necessary, one or more utility Walls or wall parts may be added. Furthermore, it requires supports for permanent ceiling and balcony floor forms, each consisting of cross beams and struts intersecting at least at four points. Bearing sleeves are mounted at these points for receiving the upper ends of adjustable support pillars, which may be telescoping jacks, so that the supports may be raised or lowered, and which are movable on wheels mounted on the legs of the support pillars.
- the balcony form support carries a protective scaffolding with a railing and also has grooves to receive the connecting rods of prefabricated balcony parapets. It may also include coupling means for connecting the balcony form support with the ceiling form support or anchoring devices to attach the balcony form support to the floor below or to the erected room walls.
- the supports must be removable by crane through the opening formed by the upper edge of the balcony parapet of the floor on which they are supported and the lower edge of the balcony floor which was formed on the supports before dismantling of the same. Furthermore, the loss of any reusable parts during dismantling of the supports must be avoided.
- the supports must be constructed from only a few basic components so that only commercially available girder sections and a few basic components have to be kept in stock for the construction of form supports of different sizes.
- the few basic elements include a form, four easily removable support pillars, and bearing sleeves on form supports to receive the upper ends of the pillars.
- the bearing sleeves form rigid joints of the form supports and will absorb all stresses which may develop due to shifting or twisting of the support pillars relative to the forms. Consequently the mounting of diagonal braces between the pillars is not required.
- Another advantage of this arrangement is that the supporting pillars can easily be removed and that the upper ends of the supporting pillars can be made immovable by locking bolts.
- FIG. 1 is a plan view showing a form for casting a concrete room wall
- FIG. 1a is a cross sectional view along line Y -Y of FIG. 1;
- FIG. 1b is a cross sectional view along line X X of FIG. 1;
- FIG. 2 is a side elevational view of a support for a concrete ceiling form
- FIG. 2a is a front elevational view showing the cranks for operation of pillars
- FIG. 2b is a sectional view showing details of the ceiling form mounting
- FIG. 20 is a top view of the support shown in FIG. 2;
- FIG. 2:! shows further details of the ceiling form mounting
- FIG. 3 is a cross sectional view of two superposed concrete ceilings E1 and E2 integral with balcony floors and balcony parapets;
- FIG. 4 is a cross sectional view of a prefabricated concrete balcony parapet equipped with connecting rods.
- FIG. 4a is a cross sectional view of two superposed concrete ceilings integral with two balcony floor members and concrete balcony parapets.
- FIGS. 1, 1a and 1b show a form for casting a concrete wall for a building room, including vertical supports W and W for the form, as well as bracing P for support W a working bracket A and a railing strut G
- the concrete ceiling form A is supported by a plurality of cross beams T1, T2, T3, T4, T5, T6, T7 and T8 carried by perpendicularly extending struts L L L and L
- Telescoping support pillars or jacks A1 to A4 carry the struts at one of their ends while their other ends rest on the floor below and have pivotally attached thereto wheels R1 to R4.
- FIG. 2d shows the upper ends of the telescoping jacks extending into the sleeves Pb and held in position by two locking bolts passing through aligned apertures in the sleeves and jack ends.
- FIG. 3 shows a ceiling form support in position I, that is in operational position with the telescoping jacks extended, and in position II with retracted telescoping jacks, the wheels being folded upwardly in both instances.
- position III the ceiling form support Rdt is shown moved right to the parapet of the balcony, with cables K1, K2 attached to the hoisting gears B1, B2 and to the hook of the crane, the telescoping jacks having been completely retracted and made movable by lowering the wheels R.
- Position IV shows the ceiling form D suspended in horizontal position from cables K1, K2, with the front pillars A1 and A2 removed and the back pillars A3, A4 moved right to the balcony parapet.
- Position V shows form D in a position inclined by an angle of 45 relative to the previous position in which it was horizontal. Also shown are the cables K3 and K4 attached to hoisting gears B3 and B4 before the pillars A3 and A4 are removed.
- FIG. 4a In position I of FIG. 4a is shown in broken lines, the support Y for the balcony floor form in operating position, with the four sleeves Pby for attachment of pillars Ay1Ay4-, of which only Ay4 is seen.
- the height of the telescoping pillars is adjustable by spindles and the pillars are movable on wheels Ry.
- Position II shows in solid line the form support Y suspended in horizontal position from the cables K1 and K4 attached to the hook of the crane, with the front pillars Ayl and Ay2 removed and with pillars A 23 and Ay4 moved right to the parapet of the balcony.
- Position III shows the support, which in position II was suspended horizontally, now in an inclined position for removal.
- the ceiling form support Rdt (FIG. 2) and the balcony fioor form support Y (FIG. 4a) are combined by lowering the support Rdt, with the pillars A1 to A4 lowered and with the wheels R put in operative position, from above into a room which is open in the direction of the outer wall of the building and which is defined by walls from which the forms have been removed.
- Auxiliary jacks H are first used to support the support Rdt, whereupon the telescoping jacks A1 and A2 are cranked up so that the wheels R may be folded upward.
- the cranks are then operated again until the pillars A1 to A4 are supported by the floor.
- the lower element A of the ceiling form D is then put in a horizontal position at the required level by manipulating the telescoping jacks A1 to A4.
- the support Y for the balcony form is now placed on the balcony floor in front of form support Rdt.
- the pillars Ayl to Ay4 are in retracted position and the wheels are in operating position.
- the support Y is lifted to the required level by manipulation of the telescoping jacks Ayl to Aye.
- Auxiliary jacks are first used to hold the support at this level so that the telescoping jacks Ayl to Ay4 can be manipulated to lift the wheels Ry from the ground, so that they can be folded upward.
- the legs of the supporting pillars are now braced against the floor by manipulating of the telescoping jacks Ayl to Ay4 and the support Y is put into a horizontal position at the required elevation.
- the prefabricated concrete parapets M may now be set by the crane into the groove Ra provided for this purpose in support Y.
- the steel reinforcement is now put in position and the casting operation for the balcony floor and the room ceiling is completed, whereby the joining of the prefabricated part M with the balcony floor and the room ceiling is achieved.
- the forms for the balcony floor are dismantled in the same manner as was described above in reference to FIG. 4a.
- the form support for the concrete balcony floor is now removed and subsequently the support for the room ceiling form is dismantled.
- the adjustable support pillars A1 to A4 are retracted sufficiently to permit the wheels attached to the legs of the pillars to be lowered.
- the auxiliary jacks H remain in position during this operation.
- the wheels are now put on the floor by extending the telescoping jacks.
- the adjustable support pillars are now lowered as much as is required and the ceiling form support Rdt is now moved on the wheels to the balcony parapet.
- Four equally long cables K1 to K4 suitable for the removal of the ceiling form D are attached to the hook of the crane.
- Two cables K1 and K2 are attached to lifting gears B1, B2 located on the side nearest to the balcony. The other two cables are held in position by ropes.
- the ceiling form D is now slightly lifted and support pillars A1, A2, located at the front, are removed.
- the form support is now moved forward as much as the rear support pillars will permit.
- the ceiling form is now lowered (45) until the cables K3, K4, which are held by the rope, can be hooked to lifting gears B3, B4 of the ceiling form, whereupon the ceiling form is lifted and removed to be used in another location.
- a working and protective scaffold is mounted on the balcony form support to provide protection during the setting of the prefabricated concrete balcony parapets M with their connecting rods into the groove Ra and during the concrete casting operation, by which the balcony floor, the room ceiling and the parapet are formed into a concrete unit.
- the concrete balcony thus produced is connected with the ceiling of the respective floor as one static unit.
- the reinforcing rods of the balcony floor extend accord ingly into the concrete ceiling.
- the concrete balcony is consequently an integral part of the respective ceiling which at that time is the highest ceiling of the building. This can not be achieved with similar balcony plates which have been installed subsequently as a separate unit.
- the effect of uniting the parapet plate with the concrete balcony floor into one unit is that the reinforcement and the Weight of the balcony is supported by the ceiling.
- the balcony form support which is set in front of the adjustable and removable ceiling form support, is equipped on its outside with a solid scaffold and consequently a complete working and protective scaffold is available at the level of the respective highest concrete ceiling.
- This scaffold which is mounted on the support of the balcony form, is required for the protection of the workers and also for mounting of the concrete balcony parapet plate until the parapet plate is properly set in position.
- the scaffold mounted on the support of the balcony form is no longer required.
- the concrete parapet plate located on each fioor is an independent scaffold.
- the protective scaffold on the support of the balcony form is then no longer required.
- the concrete balcony parapet plate operates as a complete protective scaffold during the erection of partitions on each concrete floor.
- the present system accordingly ofiers an allaround improved building system, which permits the use of conventional methods for the actual building procedure.
- skilled labor specifically masons and carpenters
- the requirements for such labor are reduced to 20%.
- no masons are needed at all and no more than 20 hours of skilled labor are required for completion of the same job.
- the walls are not being plastered.
- the walls may be immediately painted or papered although it is advantageous to smooth the walls and to finish them with a grinding disc.
- the present system not only removes completely the necessity of erecting scaffolds but it provides a safety scaffold consisting of the high concrete parapet on all sides of the building, being approximately 1.20 m. high by 1.70 m. width of the balcony. This is not only of importance during the building operation and the erection of partitions but later on it gives to the tenants an assuring feeling of safety.
- the special construction of the form support combination makes it easily possible to remove the form supports from the completed individual rooms of the structure and to move them to the next floor under construction, which is already equipped with balcony parapets serving as scaffold.
- the forms may be made from commercially available lumber of at least 22 mm. thickness. This is also a constructive improvement and pricewise a remarkable factor because heretofore it was necessary to use wooden beams and boards in the substructure.
- the forms according to the invention are attached to the support by countersunk bolts and nuts. The countersunk holes are filled in, and the large form plates are prepared with grooves, spliced and glued together, so that the resultant wall is smooth like a mirror when the form is removed.
- all partitions and room walls have, at the front facing the outside, bolt anchors cast into the wall facing the balcony plate.
- Six bolt anchors are screwed into the front end of the form with two locknuts. These six bolt anchors (3 on the left and 3 on the right) serve for attaching the window frames.
- An insulations plate, precut as to size, is located on the front end of the partitions before the frames are attached.
- the whole external face of the building consists of windows or fixed glass plates.
- a slot of about 25 mm. width and about length is cut into the window frames in alignment with the bolt anchors to facilitate the mounting of the windows.
- Each window frame is lifted by the crane to the balcony of the respective floor. While the Window frame is still suspended from the cables of the crane, it is moved inside the proper position by two laborers, one side of the window frame being in contact with one partition and the other side with the other partition. Due to the length of the slot of 150 mm. and on the other hand the width of the slot of 25 mm. and the location of the bolt anchor in the front end of the partitions, it is possible for two laborers utilizing the crane to mount the window frames within a very short time. The lower surface supporting the Window frames is completely level.
- Another important object of the invention is to prevent exposure to unpleasant solar radiation in spite of large area Windows or front walls made exclusively of glass. So far there was no solution for this problem. It was agonizing for the occupants to live in apartment buildings or work in ofiice buildings having large windows and a front Wall made completely of glass. Present tall buildings, especially office buildings, have large windows but do not have satisfactory protection against solar radiation. For comparison purposes, it should be noted that temperature readings have been made in the months of March and April in certain tall office buildings, and have shown temperatures in the rooms of far above 30 0, not to speak of temperatures during the months of May, June, July and August. Such high temperatures reduce the working capacity often to 50% or less. In many instances, they are the cause of heart ailments.
- One conventional building method provides large prefabricated balcony slabs.
- Such prefabricated concrete slabs must be transported to the building site on fiat-bed vehicles.
- the production of such slabs in a plant requires practically the same production steps as would be required for production of the slabs at the building site. Disregarding the cost and difficulties of the transport of the prefabricated slabs to the building site, the actual production in the plant is very costly.
- An elaborate form must be used, the slabs must be reinforced and each must be separately cast.
- a large space is required for the production of such slabs. To utilize the available space in the plant, the setting time is in most instances reduced by using steam for setting of the slabs.
- the balcony floor slabs jointly with the room ceilings in one production step; no special expenses for scalfolding are required, nor is it necessary to occupy any space in a plant.
- a paint is added during the mixing of the concrete for the prefabricated parapets.
- Such paint may be a dirt repellent, preferably dark gray-blue color, so that it becomes unnecessary to paint the parapets either on the inside or the outside.
- the present building system permits planned timing of the individual steps. Ac cordingly all partitions on one side of the structure are erected in one day, including pouring of the concrete.
- high quality rapid binding concrete for instance concrete Z 375
- the large forms are then removed and transported to the other side of the building, where the ceiling of the respective floor has already been produced and where the concrete parapets constitute an operating and protective scaffold.
- the ceiling forms on the opposite side of the building are removed, the form supports for the balcony and for the room ceilings being lowered in the manner described above.
- the form support for the balcony is first removed from the lower floor on the other side of the building and deposited by the crane on the next floor along the building wall or the building front, where the partitions have already been constructed.
- Bolt anchors which later on will be used for attaching of the window frames, are located in the concrete ceiling and in the face of the partitions.
- the legs of the form support for the balcony are attached to these anchors so that it can never tip outwardly.
- prefabricated balcony parapets equipped with connecting rods makes it possible to build high buildings without the use of scaffolds and thus to reduce the building expenses by to 10%.
- the permanent supports for the large forms are not permanently locked but may be easily disassembled. No losses are incurred in the process of disassembling.
- the su ports are comparatively light and the special construction of the carriers tremendously reduces the building time.
- the new building system provides in general a reduction of the building cost of up to 30%. Firstly a reduction of wages from to 20% is realized and secondly the building time is reduced by half. On top of this, the costs of front wall masonry, ornamentation or casing are eliminated.
- the balcony parapets are connected with the concrete ceiling into one concrete unit, it is possible to mount the drain pipes of the balconies in such a way that the rain water of the respective last floor of the building can be disposed directly through the drainpipes.
- the concrete ceiling of a floor made from concrete of quality 300 is completely watertight.
- the ceiling is provided with a slight incline in each direction and forms a roof or a completely rainproof runoff for the floor below.
- the building is constructed with the utility conduits located in separate shafts and, therefore, only the utility shafts have to be protected from rain.
- a system of erecting a tall building of reinforced concrete with balconies along the outer walls of the building comprising the steps of (a) building two side walls and a rear wall for each room along the outside of the building, said side walls and rear wall defininga room open to the outside,
- the system of claim 1 further including the step of References Cited anchoring the balcony form support to the side Walls of UNITED STATES PATENTS the mom 1,122,771 12/1914 Lambie 249 27 6.
- the system of dam 1 Wherem the forms are made 1,456,806 5/ 1923 Lancette 52 259 of large plates 5 3,255,990 6/1966 Williams 52 73 7.
- the system of claim 1, wherein said form supports FOREIGN PATENTS include beams and struts for supporting the forms, and vertically adjustable and horizontally movable pillars car- 885023 12/1961 Great Bntam' rying said beams and struts.
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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)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEH52505A DE1283484B (de) | 1964-04-25 | 1964-04-25 | Verfahren zum Bau von Hochhaeusern und Schalung zur Durchfuehrung des Verfahrens |
Publications (1)
Publication Number | Publication Date |
---|---|
US3364647A true US3364647A (en) | 1968-01-23 |
Family
ID=7158042
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US450697A Expired - Lifetime US3364647A (en) | 1964-04-25 | 1965-04-26 | Method for erecting tall buildings with balconies |
Country Status (9)
Country | Link |
---|---|
US (1) | US3364647A (de) |
AT (1) | AT267817B (de) |
BE (1) | BE663018A (de) |
CH (1) | CH442701A (de) |
DE (1) | DE1283484B (de) |
GB (1) | GB1062785A (de) |
IL (1) | IL23419A (de) |
NL (1) | NL6505289A (de) |
SE (1) | SE349092B (de) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3744202A (en) * | 1971-08-16 | 1973-07-10 | Hubmann Georg | Building construction |
US4003541A (en) * | 1974-05-20 | 1977-01-18 | Lanier John E | Portable decking form |
EP2450501A1 (de) * | 2010-11-08 | 2012-05-09 | B Nova (Sas) | Vorrichtung zum Verschieben einer Verschalungsplattform für eine Bodenplatte und/oder einen Balkon |
CN102720356A (zh) * | 2012-07-05 | 2012-10-10 | 中建一局集团建设发展有限公司 | 钢梁栅格楼板模架体系 |
CN102720359A (zh) * | 2012-07-03 | 2012-10-10 | 中国建筑股份有限公司 | 铝合金顶板早拆装置及其制作方法 |
ITBO20110361A1 (it) * | 2011-06-23 | 2012-12-24 | Salvatore Pruiti | Metodo per il montaggio ed il posizionamento di una cassaforma idoneo per essere attuato durante la costruzione di un piano di un edificio |
FR3001245A1 (fr) * | 2013-01-21 | 2014-07-25 | Bnova | Etai de soutenement, dispositif et procede pour deplacer une plateforme de coffrage de dalle et/ou de balcon |
FR3020390A1 (fr) * | 2014-04-25 | 2015-10-30 | G F J Holding | Procede de realisation d'une structure en encorbellement et plate-forme de soutien d'une telle structure pour la mise en oeuvre de ce procede |
WO2017162423A1 (de) * | 2016-03-21 | 2017-09-28 | Peri Gmbh | Deckentisch und deckenschalung mit einem solchen deckentisch |
CN111764645A (zh) * | 2020-05-27 | 2020-10-13 | 广西良创建筑铝模科技有限公司 | 一种新型建筑外飘梁侧模板加固系统 |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3141047A1 (de) * | 1981-10-15 | 1983-05-05 | Josef Gartner & Co, 8883 Gundelfingen | Verfahren zur montage von vorhangwaenden und vorrichtung zur durchfuehrung des verfahrens |
US4444289A (en) * | 1983-01-04 | 1984-04-24 | Jungman Emil A | Construction platform and method |
US4703831A (en) * | 1986-06-04 | 1987-11-03 | Forest Safety Products, Inc. | Fire escape apparatus for use in multi-story buildings and method of escape |
US6340070B1 (en) * | 2000-05-22 | 2002-01-22 | John W Villareal, Jr. | Adjustable cantilever scaffolding |
CN107035143A (zh) * | 2017-05-27 | 2017-08-11 | 山西建筑工程有限公司 | 保温模板一体化板在飘窗板处安装模板支架及其加固方法 |
CN114482541B (zh) * | 2022-01-12 | 2023-08-18 | 陕西首铝模架科技有限公司 | 一种建筑工地用楼梯模板拆除装置 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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US1122771A (en) * | 1913-07-16 | 1914-12-29 | Lambie Brothers Corp | Mold for building monolithic houses. |
US1456806A (en) * | 1920-05-21 | 1923-05-29 | Lancette Cesar Jean Marie | Monolithic building |
GB885023A (en) * | 1957-06-17 | 1961-12-20 | Outinord Sa Ets | Temporary shuttering for constructions made of cast materials |
US3255990A (en) * | 1964-01-27 | 1966-06-14 | Molding Construction Company O | Mold for unitary building structure |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1216442A (fr) * | 1958-11-25 | 1960-04-25 | Procédé de construction et dispositif de coffrage d'un plancher en béton ou autrematière |
-
1964
- 1964-04-25 DE DEH52505A patent/DE1283484B/de active Pending
-
1965
- 1965-04-23 SE SE05354/65A patent/SE349092B/xx unknown
- 1965-04-23 GB GB17147/65A patent/GB1062785A/en not_active Expired
- 1965-04-23 CH CH566065A patent/CH442701A/de unknown
- 1965-04-25 IL IL23419A patent/IL23419A/xx unknown
- 1965-04-26 BE BE663018D patent/BE663018A/xx unknown
- 1965-04-26 US US450697A patent/US3364647A/en not_active Expired - Lifetime
- 1965-04-26 AT AT379465A patent/AT267817B/de active
- 1965-04-26 NL NL6505289A patent/NL6505289A/xx unknown
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1122771A (en) * | 1913-07-16 | 1914-12-29 | Lambie Brothers Corp | Mold for building monolithic houses. |
US1456806A (en) * | 1920-05-21 | 1923-05-29 | Lancette Cesar Jean Marie | Monolithic building |
GB885023A (en) * | 1957-06-17 | 1961-12-20 | Outinord Sa Ets | Temporary shuttering for constructions made of cast materials |
US3255990A (en) * | 1964-01-27 | 1966-06-14 | Molding Construction Company O | Mold for unitary building structure |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3744202A (en) * | 1971-08-16 | 1973-07-10 | Hubmann Georg | Building construction |
US4003541A (en) * | 1974-05-20 | 1977-01-18 | Lanier John E | Portable decking form |
EP2450501A1 (de) * | 2010-11-08 | 2012-05-09 | B Nova (Sas) | Vorrichtung zum Verschieben einer Verschalungsplattform für eine Bodenplatte und/oder einen Balkon |
ITBO20110361A1 (it) * | 2011-06-23 | 2012-12-24 | Salvatore Pruiti | Metodo per il montaggio ed il posizionamento di una cassaforma idoneo per essere attuato durante la costruzione di un piano di un edificio |
CN102720359B (zh) * | 2012-07-03 | 2014-10-01 | 中国建筑股份有限公司 | 铝合金顶板早拆装置及其制作方法 |
CN102720359A (zh) * | 2012-07-03 | 2012-10-10 | 中国建筑股份有限公司 | 铝合金顶板早拆装置及其制作方法 |
CN102720356A (zh) * | 2012-07-05 | 2012-10-10 | 中建一局集团建设发展有限公司 | 钢梁栅格楼板模架体系 |
CN102720356B (zh) * | 2012-07-05 | 2014-09-10 | 中建一局集团建设发展有限公司 | 钢梁栅格楼板模架体系 |
FR3001245A1 (fr) * | 2013-01-21 | 2014-07-25 | Bnova | Etai de soutenement, dispositif et procede pour deplacer une plateforme de coffrage de dalle et/ou de balcon |
FR3020390A1 (fr) * | 2014-04-25 | 2015-10-30 | G F J Holding | Procede de realisation d'une structure en encorbellement et plate-forme de soutien d'une telle structure pour la mise en oeuvre de ce procede |
WO2017162423A1 (de) * | 2016-03-21 | 2017-09-28 | Peri Gmbh | Deckentisch und deckenschalung mit einem solchen deckentisch |
US10907364B2 (en) | 2016-03-21 | 2021-02-02 | Peri Gmbh | Ceiling table and ceiling formwork comprising such a ceiling table |
CN111764645A (zh) * | 2020-05-27 | 2020-10-13 | 广西良创建筑铝模科技有限公司 | 一种新型建筑外飘梁侧模板加固系统 |
CN111764645B (zh) * | 2020-05-27 | 2021-11-02 | 广西良创建筑铝模科技有限公司 | 一种建筑外飘梁侧模板加固系统 |
Also Published As
Publication number | Publication date |
---|---|
SE349092B (de) | 1972-09-18 |
NL6505289A (de) | 1965-10-26 |
DE1283484B (de) | 1968-11-21 |
AT267817B (de) | 1969-01-10 |
CH442701A (de) | 1967-08-31 |
IL23419A (en) | 1970-07-19 |
GB1062785A (en) | 1967-03-22 |
BE663018A (de) | 1965-08-17 |
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