US3680824A - Apparatus for manufacture of concrete buildings - Google Patents

Apparatus for manufacture of concrete buildings Download PDF

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Publication number
US3680824A
US3680824A US868467A US3680824DA US3680824A US 3680824 A US3680824 A US 3680824A US 868467 A US868467 A US 868467A US 3680824D A US3680824D A US 3680824DA US 3680824 A US3680824 A US 3680824A
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United States
Prior art keywords
mould
building
panels
frame
moulded
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Expired - Lifetime
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US868467A
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English (en)
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Lorenz Kesting
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Individual
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/22Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units

Definitions

  • ABSTRACT Apparatus for the manufacture of buildings of reinforced concrete open on one side, in particular of prefabricated ferroconcrete garages comprising an outer and inner mould each consisting of several parts and for use below floor or ground level, and having a frame with which the building is vertically movable, wherein the outer mould scaffolding by means of guide links and movable by drive means operative in the plane of the guide links.
  • Apparatus comprising outer and inner shells each consisting of several parts and arranged below floor level, and a frame with which the building is vertically movable.
  • Apparatus such as this is used for making buildings of this type in specially adapted factories. It must enable high production speed to be achieved and the measurements of the building to be kept as exact as possible.
  • the invention creates a device specially adapted for installing the whole mould statically, in order to mechani'ze the manufacturing process to a large extent.
  • the invention proposes that the outer mould should also be arranged below floor level and should consist of mould panels hinged to stationary mould scaffolds by means of guide rods and movable with tiering attachments which work in the plane of the guide rods.
  • the frame for the building is mounted below floor level on presses to release the attachment of the building to the inner mould, and can be raised by a lifting appliance arranged above floor level.
  • the lifting appliance is to be constructed as a travelling crane. It is then appropriate to provide the frame with swivel devices for tipping the building round one side of the frame and setting it down on its base.
  • the inner shell can have mould panels which are movably mounted on the core of the mould for removing the mould from the building; ac-
  • each movable mould panel consists .of pairs of guide rods, the mutual hinges of which are operated with a tiering attachment parallel to the mould panel plane and movable between mould panel and mould core.
  • mould panels of the inner mould prefferably have arranged on them rails which project into the inner core and are supported in the latter on rollers.
  • the advantage of apparatus such as this is that it is only necessary to operate the tiering attachments and lifting appliances in the prescribed sequence in order to carry out the installation and removal of the moulds with constant precision. Since the tiering attachments and lifting appliances can be specially constructed as hydraulic thrust piston drives, the process of installing and removing the moulds can be partly or fully mechanized. The building leaves the moulds when it has only slightly hardened, resting on the movable frame. In this way the apparatus according to the invention can achieve very high speed of production.
  • FIG. 1 shows a plan of an outer mould arranged below floor level in a factory, the mould parts being in the position which they occupy before removal of the moulded building;
  • FIG. 2 shows an elevation of the outer mould, the left hand side of which shows the position of the mould parts before removal of the building while the right hand side shows the positionof the parts after building removal;
  • FIG. 3 shows a section along the line III-III of FIG.
  • FIG. 4 shows an elevation of the inner mould with a mould core
  • FIG. 5 shows a different elevation of the subject of FIG. 4, shown in a manner corresponding to FIG. 4;
  • FIG. 6 illustrates the inner mould in a view through the opening of the building
  • FIG. 7 is a diagram in two phases of the handling of the building after removal from the moulds.
  • the apparatus shown in the drawings is used to manufacture prefabricated ferroconcrete garages in a construction pit l situated in a factory below floor level.
  • the pit accommodates all the parts shown in FIG. 1 to 6.
  • the prefabricated ferroconcrete garage 2 is .a monolithic building having side walls 3 and 4, a roof 5 and a full length floor 6 which can have openings for the purpose of transport.
  • One of the ends of the garage is open and in FIG. 6 is in front of the plane of the drawing, while the other end 7 is closed and is shown in FIG. 1.
  • the prefabricated ferroconcrete garage 2 has at its comers rib-like reinforcements l0, and is manufactured on a frame 12 in a corresponding inner and outer mould which will be described in more detail later.
  • the frame 12 can, as shown in FIG. 7, be lifted out of the pit by a lifting appliance 13, using a harness 14, and has swivel bearings 15 for cooperating with fixed bearings 16 shown on the right hand side of FIG. 7.
  • FIG. 2 shows the frame 12 in its position in the construction pit. It rests on several hydraulic presses 17, which have, for example, a stroke height of 180 mm. Operation of these presses serves to raise the frame, and with it the building, in order to release its at tachment to the inner mould, before the building is lifted out of the pit with the lifting appliance 13 in the manner already described.
  • erected scaffolds 20 for each side of the prefabricated garage, i.e., for both side walls 3 and 4 and for the floor 6 and the roofS of the garage.
  • the scaffolds are basically identical to each other so only one need be described in the following.
  • On the supports 19 and 21 respectively of the substructure in the pit are erected vertical props 22 with l-profile which are braced with scaffold tubes 23, 24 and 25.
  • brackets 26 On the side of the props facing the building are located at equal intervals brackets 26 which fit in the fork-shaped ends 27 of guide links 28.
  • the construction of the guide links 28 is shown in detail in FIG. 3.
  • each guide link is constructed as a frame, the parts of which consist of tubes.
  • Transverse tubes 29 carry the forks 27 at their ends and are connected to each other with longitudinal tubes 30.
  • brackets 26 which in their turn are secured on supports 31 resting on mould panels 32.
  • the mould panels consist of a support construction 33 and the actual mould walls 34.
  • brackets a carrying the guides 28, which are at the lowest point in the pit there are provided additional hinges 36 for attaching hydraulic thrust piston drives 37.
  • These thrust piston drives are mounted at 38 on a bracket 39 of a support 40 belonging to the substructure.
  • the movement of the mould panels is also guided by grid structures 41 and 42 which are arranged at the upper ends of the outer mould and which are secured to the pit.
  • the inner mould shown in FIGS. 4 to 6, has a mould core consisting in its turn of a grid structure made up of supports of I-profile.
  • the mould core also rests on a fixed frame 51, the frame 12 for the building being omitted from FIGS. 4 to 6.
  • the mould between floor and roof can be rigid.
  • the mould panels 52 and 53 are therefore firmly fixed on the mould core 50. In this dimension the building can easily be raised from the inner mould.
  • the side walls 3 and 4 do not however converge.
  • the mould panels 60 and 61 for these walls are movably mounted, as shown in particular in FIG. 5.
  • the left hand part of FIG. 5 shows the mould panel 60 in its position when the mould is in place, while the right hand part shows the mould panel 61 during or after the process of mould separation.
  • the movable mould panels 60 and 61 are moreover identically mounted, so only one of the bearings therefor need be described, as follows.
  • the bearing consists altogether of three guide rod arrangements 63, 64 and 65.
  • Each guide rod arrangement has a pair of guide rods 66 and 67 respectively.
  • the free ends of the guide rod pairs 66, 67 are hinged to the inner core at 68 and to the mould panel 60 at 69.
  • the mutual hinge 70 is connected with a tiering attachment 71 parallel to the plane of the mould panel 60 and movable between this mould panel and the mould core 50.
  • the tiering attachment consists of two parallel supports 72 and 73, on which the guide rod pairs 63, 64 and 65 are arranged, and of traverses 74 and 75.
  • the tiering attachment drive operates on the lower traverse 74 and is in the form of a hydraulic thrust piston drive 76 which is mounted to swivel on the traverse 74 at 77 and on the fixed frame 51 at 78. Operation of the thrust piston drive causes the guide rod pairs 66 and 67 to collapse, as shown on the right in FIG. 5, so that the mould panel 61 moves in the direction of the inner core.
  • Apparatus for the manufacture of reinforced concrete buildings open on one side, in particular prefabricated ferroconcrete garages comprising:
  • the outer mould comprising mould panels
  • guide link means articulating the mould panels to the said vertical part of the mould scaffolding for moving said panels toward and away from said frame;

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
US868467A 1968-11-15 1969-10-22 Apparatus for manufacture of concrete buildings Expired - Lifetime US3680824A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1808989A DE1808989C3 (de) 1968-11-15 1968-11-15 Vorrichtung zum Herstellen von monolithischen, mit einer offenen Seite nach unten weisenden Stahlbetonraumzellen, insbesondere Fertiggaragen, unter Flur

Publications (1)

Publication Number Publication Date
US3680824A true US3680824A (en) 1972-08-01

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US868467A Expired - Lifetime US3680824A (en) 1968-11-15 1969-10-22 Apparatus for manufacture of concrete buildings

Country Status (12)

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US (1) US3680824A (de)
AT (2) AT314153B (de)
BE (1) BE741721A (de)
CH (1) CH508113A (de)
DE (1) DE1808989C3 (de)
DK (1) DK124182B (de)
ES (1) ES372093A1 (de)
FR (1) FR2023364A1 (de)
GB (1) GB1282294A (de)
NL (1) NL6916476A (de)
SE (1) SE364460B (de)
YU (1) YU31628B (de)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3801059A (en) * 1971-06-22 1974-04-02 Hennecke Gmbh Maschf Mould for use in filling of hollow bodies with foam and for the production of hard-foam articles
US4029287A (en) * 1974-09-30 1977-06-14 Burdett Harold D Apparatus for forming modular building structures
US4180233A (en) * 1971-05-26 1979-12-25 Housing Systems, Inc. Building construction system
US4447035A (en) * 1982-09-30 1984-05-08 Strickland Systems, Inc. Joining concrete form panels to cast an inside corner wall structure
US4519570A (en) * 1983-09-22 1985-05-28 Strickland Systems, Inc. Inside corner concrete form unit
WO1996014193A1 (en) * 1994-11-07 1996-05-17 Strickland Industries, Inc. Concrete casting system
US5625989A (en) * 1995-07-28 1997-05-06 Huntington Foam Corp. Method and apparatus for forming of a poured concrete wall
EP3027369A4 (de) * 2013-07-29 2016-12-14 Richard J Mccaffrey Tragbare robotische gussform für modulare volumetrische bauteile
CN108723674A (zh) * 2018-06-29 2018-11-02 江西鼎城铝模科技有限公司 铝模板早拆头定位器

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2141560C2 (de) * 1971-08-19 1983-10-27 Kesting, Lorenz, 4600 Dortmund Außenschalung für monolithische Raumzellen aus Stahlbeton

Citations (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1241007A (en) * 1911-03-28 1917-09-25 Rollin C Ogburn Molding and setting table for plastic bodies.
US1462989A (en) * 1923-04-07 1923-07-24 Spelshouse Louis Le Roy Knockdown mold for cement garages
US2244107A (en) * 1937-10-15 1941-06-03 Hayes Econocrete Corp Of Ameri Collapsible core
FR898723A (fr) * 1943-06-11 1945-05-04 Procédé permettant de mouler des pièces en béton de faible épaisseur et appareil destiné à la mise en oeuvre de ce procédé
US2706842A (en) * 1951-11-08 1955-04-26 Keffer Cecil Rigid jack and separate board construction forms
US2717436A (en) * 1952-02-12 1955-09-13 Letourneau Inc Outer form for house form assembly
US2894311A (en) * 1956-01-17 1959-07-14 James A Sinclair Molds for plastic materials
US2903777A (en) * 1956-02-16 1959-09-15 Watertown Engineering Corp Mold for hollow articles
CA674658A (en) * 1963-11-26 E. Gaudry Albert Procede de coffrage
US3136024A (en) * 1962-08-28 1964-06-09 Rotondo & Sons A Apparatus for molding concrete or like plastic products
US3167838A (en) * 1961-10-11 1965-02-02 Bergsten Frank Robert Apparatus for molding septic tanks
US3274306A (en) * 1966-09-20 Method for casting concrete structures
US3281110A (en) * 1965-10-22 1966-10-25 Glenn F Lister Mold for precast concrete step construction
US3490729A (en) * 1967-04-07 1970-01-20 Dillin & Luce Form assembly for molding monolithic concrete building
US3558095A (en) * 1968-01-10 1971-01-26 Ben D Marks Building wall apparatus
US3609830A (en) * 1969-03-03 1971-10-05 William E Myklebost Method and apparatus for casting monolithic concrete structures

Patent Citations (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA674658A (en) * 1963-11-26 E. Gaudry Albert Procede de coffrage
US3274306A (en) * 1966-09-20 Method for casting concrete structures
US1241007A (en) * 1911-03-28 1917-09-25 Rollin C Ogburn Molding and setting table for plastic bodies.
US1462989A (en) * 1923-04-07 1923-07-24 Spelshouse Louis Le Roy Knockdown mold for cement garages
US2244107A (en) * 1937-10-15 1941-06-03 Hayes Econocrete Corp Of Ameri Collapsible core
FR898723A (fr) * 1943-06-11 1945-05-04 Procédé permettant de mouler des pièces en béton de faible épaisseur et appareil destiné à la mise en oeuvre de ce procédé
US2706842A (en) * 1951-11-08 1955-04-26 Keffer Cecil Rigid jack and separate board construction forms
US2717436A (en) * 1952-02-12 1955-09-13 Letourneau Inc Outer form for house form assembly
US2894311A (en) * 1956-01-17 1959-07-14 James A Sinclair Molds for plastic materials
US2903777A (en) * 1956-02-16 1959-09-15 Watertown Engineering Corp Mold for hollow articles
US3167838A (en) * 1961-10-11 1965-02-02 Bergsten Frank Robert Apparatus for molding septic tanks
US3136024A (en) * 1962-08-28 1964-06-09 Rotondo & Sons A Apparatus for molding concrete or like plastic products
US3281110A (en) * 1965-10-22 1966-10-25 Glenn F Lister Mold for precast concrete step construction
US3490729A (en) * 1967-04-07 1970-01-20 Dillin & Luce Form assembly for molding monolithic concrete building
US3558095A (en) * 1968-01-10 1971-01-26 Ben D Marks Building wall apparatus
US3609830A (en) * 1969-03-03 1971-10-05 William E Myklebost Method and apparatus for casting monolithic concrete structures

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4180233A (en) * 1971-05-26 1979-12-25 Housing Systems, Inc. Building construction system
US3801059A (en) * 1971-06-22 1974-04-02 Hennecke Gmbh Maschf Mould for use in filling of hollow bodies with foam and for the production of hard-foam articles
US4029287A (en) * 1974-09-30 1977-06-14 Burdett Harold D Apparatus for forming modular building structures
US4447035A (en) * 1982-09-30 1984-05-08 Strickland Systems, Inc. Joining concrete form panels to cast an inside corner wall structure
US4519570A (en) * 1983-09-22 1985-05-28 Strickland Systems, Inc. Inside corner concrete form unit
WO1996014193A1 (en) * 1994-11-07 1996-05-17 Strickland Industries, Inc. Concrete casting system
US5755982A (en) * 1994-11-07 1998-05-26 Strickland Industries, Inc. Concrete casting system
US5625989A (en) * 1995-07-28 1997-05-06 Huntington Foam Corp. Method and apparatus for forming of a poured concrete wall
EP3027369A4 (de) * 2013-07-29 2016-12-14 Richard J Mccaffrey Tragbare robotische gussform für modulare volumetrische bauteile
CN108723674A (zh) * 2018-06-29 2018-11-02 江西鼎城铝模科技有限公司 铝模板早拆头定位器
CN108723674B (zh) * 2018-06-29 2023-11-28 江西鼎城铝模科技有限公司 铝模板早拆头定位器

Also Published As

Publication number Publication date
FR2023364A1 (de) 1970-08-21
ES372093A1 (es) 1971-09-01
SE364460B (de) 1974-02-25
YU250269A (en) 1973-02-28
DE1808989B2 (de) 1979-03-15
DE1808989C3 (de) 1980-06-12
YU31628B (en) 1973-08-31
DK124182B (da) 1972-09-25
GB1282294A (en) 1972-07-19
DE1808989A1 (de) 1970-06-11
BE741721A (de) 1970-04-16
CH508113A (de) 1971-05-31
AT314153B (de) 1974-03-25
AT317513B (de) 1974-09-10
NL6916476A (de) 1970-05-20

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