US3686812A - Structure consisting of prefabricated parts - Google Patents

Structure consisting of prefabricated parts Download PDF

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Publication number
US3686812A
US3686812A US886655A US3686812DA US3686812A US 3686812 A US3686812 A US 3686812A US 886655 A US886655 A US 886655A US 3686812D A US3686812D A US 3686812DA US 3686812 A US3686812 A US 3686812A
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Prior art keywords
beams
ribs
columns
column
foundation
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Expired - Lifetime
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US886655A
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English (en)
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Eberhard G Rensch
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B2001/0053—Buildings characterised by their shape or layout grid
    • E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2418—Details of bolting
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2454—Connections between open and closed section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels

Definitions

  • the beams at the top of the columns are 2,078,968 7 in the form of C-channels disposed in back-to-back 2,153,672 4/1939 pairs, their flanges carrying a roof structure while the 2,155,709 1 lower flanges of the inner beams support slabs of a 2,177,699 10/1939 false ceiling.
  • 2,499,478 3/1950 2,690,072 9/1954 l1 Claim, Bruins s 3,274,741 9/1966 3,314,740 4/1967 3,372,518 3/1968
  • the invention relates to a structure comprising a framework of prefabricated construction elements.
  • the general object of my present invention is to provide, in a building structure, a framework of this description which can be readily assembled, dismantled and reassembled according to a variety of floor plans.
  • This object is realized, in accordance with my invention, by the provision of anchor means removably securing the foot of each column to an underlying foundation, in combination with elongated locstor members resting on the foundation between adjoining columns in abutting relationship with their ribs at the foot of each column, these locator members also serving as a support for wall means (including window panes, panels and possible ancillary posts therefor) extending between the columns beneath the connecting beams which are attached to the columns at an elevated level.
  • the beams which may be provided with intermediate polygonal junction to form an extended latticework or space grid, may be designed as C-channels with upper flanges supporting a roof and lowerflanges supporting a false ceiling. With the aid of special attachments, some of these beams may be mounted on the column so as to radiate in a direction other than that of the ribs, specifically at angles of 30and 90with reference to these ribs in the case of a hexagonal column.
  • the locator members are designed as profiles in the shape of flattened tubes with bottom plates terminating in downwardly sloping outer shelves to facilitate the run-off of precipitation.
  • the foundation may be a slab or a group of spacedapart bases.
  • FIG. la shows a diagrammatic plan view of a framework structure according to the invention.
  • FIG. lb shows a perspective view of the framework, namely the left-hand corner of the plan view of FIG. la;
  • FIG. 2a shows a vertical section through the structure
  • FIGS. 2b, 2c are perspective views of a profiled member disposed on the foundation
  • FIG. 2d is a plan view of a beam jmction, drawn to a smaller scale
  • FIG. 3 shows a horizontal section through a wall with column connections
  • FIG. 3a shows a view of a connecting post
  • FIGS. 44, 4b, 4c show horizontal sections through wall parts and accessories, FIG 4c being an enlarged view of the area of FIG. 4a lying within circle C;
  • FIG. 5a shows horizontal section through a column with beam connections at 60 and 90 angles;
  • FIG. 5b, 5c show accessories for FIG. 50;
  • FIG. 6 shows a partial view of a column with a junction box
  • FIG. 7 is a side elevational view of the column with its anchoring system.
  • FIG. 8 is a cross-sectional view taken on the line VIII-VIII of FIG. 7.
  • FIGS. 10 and 1b diagrammatic views of a framework are shown.
  • FIG. la shows a plan view of a rectangular structure.
  • the triangular grid or lattice thereof is clearly visible, the indicated at l, the columns at 2 and the supporting members 43 for mounting the beams between the column arms or ribs will be discussed in more detail hereinafter.
  • the part shown in plan view at the bottom left of FIG. 1a illustrates the arrangement of rectangular base within the grid, which are adapted to be placed on the foundation or on the horizontal grid.
  • FIG. lb shows in perspective a framework corner comprising columns 2 and horizontal beam pairs 1 of a ceiling structure and a supporting junction 20 at a point where beams meet without a
  • FIG. 2a shows a vertical section through the outer wall of an integral structure according to the invention extending from the roof to the foundation.
  • Two beams 1 bracketan arm or rib 2 of a column 2 and are bolted thereto at 41 (see FIGS. 3 and 54).
  • Columns, beams and supporting junctions are preferably made of aluminum.
  • the gap left between the pair of beams correspondsin width to the thickness of the column arm and is designated 3.
  • a strip 4, preferably made of aluminum, is inserted in the gap 3.
  • This strip serves as an upper abutment for a multiple-plane window 5 whose lower abutment is formed by a raised rear edge strip or sill 10 of a connecting profile 6.
  • a retaining strip 7 holds the cemented-in multiple-plane window in its desired position.
  • the profiled member 6 comprises a lower plate 8, the tubular strips 9 and the sill 10.
  • the free, outwardly directed end 8' of the plate 8 is a sloping shelf bent over downwardly to act as a run-off lip.
  • the area A surrounded by double phantom lines represents a fragmentary vertical section through the column 2, illustrating the anchoring system thereof.
  • Another possible anchoring system is shown in figs. 7 and 8, illustrating a side view and a plan view of the supporting column and anchoring system.
  • At the foot of the column 2 there are secured, to two diametrically oppositely radiating ribs 54 and 55 thereof, respective sheet-metal straps 56 and 57 which project downwardly beyond the lower edge of the column.
  • the straps and the ribs are provided with congruent bores for the passage of interconnecting bolts (not shown in the drawing).
  • the lower ends of the straps engage in a recess 58in the concrete base 59 and are concreted into same to form the anchoring system.
  • a bore provided in the lower region of each strip is traversed by a respective pin 60, 61 designed to give a secure grip when the straps are surrounded by concrete.
  • a solid core instead of columns with a hollow core, it is also possible to use columns with a solid core.
  • junction box 16 is preferably so constructed that its 16 and the number of sockets can be chosen at will. Preferably the junction box extends down to the floor surface.
  • the outer beam of the pair of beams l is filled with insulating material 73 between its flanges, the space therefor being closed by a cover plate 17.
  • the horizontal beams l are covered with corrugated metal sheets 18 which project particularly suitable for the guiding of electrical leads 70 which are then conducted through the column interior to the connection points, as shown in FIG. 2a.
  • the posts consist of two channel members 29 and minum, between which preferably PVC, is inserted nested, inversely U-shaped 30, preferably made of aluinsulating material 74,
  • FIG. 3a shows an elevational view of a post 28, resting on a profile 6, with its extension 31 engaging in the gap 3 between a pair of beams 1.
  • apertures 32 in the column core are Situated at the upper and lower ends of the column. I may also arrange a bar heater 46 of about 75 watt power within an outer column.
  • FIG. 3 also shows the joints between profiled members 6.
  • Each joint between two members 6 is filled with a suitable composition 60. if adjoining profiles are coaxially aligned, the joint is located in the middle between two column arms.
  • the column 2 in the lower portion of FIG. 3 is shown connected to two horizontal beams 1.
  • FIGS. 4a, 4b and 4c show sections through the outer and inner walls of the structure.
  • FIG. 4a shows, in conjunction with FIG. 3, the construction of an outer wall consisting of several layers whose erection will now be explained.
  • hard boards 33 are secured form the outside with the aid of holding strips 71 to a column arm and to post extensions 31 coplanar therewith.
  • panels 38 which preferably are made of asbestos cement and are also retained by conventional holding strips 71, are emplaced with a spacing from board 33 defined by the strip thickness.
  • the wall elements are imbedded in permanently plastic adhesive 72.
  • the panels 33 and 38 represent the outer layer of the outer wall.
  • the other layers are assembled from the inside.
  • First of all an insulating layer 34 is fixed securely by means of spacers or holding elements 35 between the columns.
  • panels 36 preferably made of plasterboard are secured by means of clamping strips 37 engaging in holding elements 35.
  • the plasterboard panels can be wallpapered in the usual way.
  • Selectively arranged insulating parts are indicated at 40. This wall construction permits dismantling at any time.
  • the construction of the inner wall differs from that of the outer wall only in that the asbestos-cement panel 38 is replaced by an inner wall panel 36' made of plasterboard or the like, while for holding and connecting the individual wall elements there is used a vertical strip 39 which engages at its upper end in the beam gap 3 and has spacers or retaining elements 35 arranged at both sides.
  • FIGS. 5a, 5b and 5c show on a larger scale, in section, the connection of the beams to a six-armed column. In this connection attention is also drawn to the lower column in the view shown in FIG. 3.
  • the horizontal beams 1 are arranged at both sides of the column arms 2' and connected thereto by means of the bolts 41.
  • a section through the fastener region is shown in FIG. 5c.
  • bolts 41 are surrounded by sleeves 42 of plastic material which compensate for thermal expansion of the beams and columns without giving rise to cracking noises.
  • the horizontal beams are U-shaped (see FIG. 5b), with flanges beveled at their ends in order to allow beams to be fitted onto adjoining column arms including an angle of 60.
  • Connector 43 has the height of the beam and consists of two shanks 44 and 45 including an angle of 30with each other, the apex of these shanks being so flattened at their junction that one shank, preferably the longer shank 45, extends centrally between two column arms.
  • the shank 45 serves for mounting two beams la and lb along the bisector of two adjoining ribs 2'.
  • the beams 1, la and 1b differ only in the shape of their flange ends.
  • the flanges of the beam lb are beveled more sharply than those of the beam 1, whereas the flanges of the beam la are foreshortened and have beveled edges starting only at the end of the shank 45 of the connector 43, in order not to interfere with the beams I mounted on the neighboring column arm 2.
  • the structure according to the invention can be erected, regardless of the choice of floor plan, from the same prefabricated parts in every case, permits simple assembly and is completely dismantlable, and can be reerected at another site with the use of the same parts.
  • a prefabricated building structure comprising:
  • anchor means securing the foot of each column to said foundation
  • a wall-supporting post rising from a locating member to the underside of an overlying beam, said post consisting of two spacedly nested upright channel members of relatively inverted U-shape having the intervening space filled with thermal insulation.
  • a structure as defined in claim 2 wherein said members are profiles of flattened tubular shape including bottom plates integral with said shelves.
  • one of said channel members is provided along its back with a flat extension rising above said post into engagement with said overlying beam.
  • said overlying beam is one of a pair of parallel beams bracketing a column rib coplanar with said extension, the latter terminating in a gap between said parallel beams.
  • said anchor means comprises strap means partly imbedded in said foundation and extending into the space between adjoining ribs.
  • said strap means comprises a pair of straps respectively attached to a pair of diametrically opposite ribs of the column.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Finishing Walls (AREA)
  • Building Environments (AREA)
US886655A 1968-12-23 1969-12-19 Structure consisting of prefabricated parts Expired - Lifetime US3686812A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19681816647 DE1816647A1 (de) 1968-12-23 1968-12-23 Bauwerk aus vorgefertigten Teilen

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US3686812A true US3686812A (en) 1972-08-29

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US886655A Expired - Lifetime US3686812A (en) 1968-12-23 1969-12-19 Structure consisting of prefabricated parts

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US (1) US3686812A (es)
JP (1) JPS5147255B1 (es)
AT (1) AT326876B (es)
BR (1) BR6916367D0 (es)
CA (1) CA954661A (es)
CH (1) CH514747A (es)
CS (1) CS162621B2 (es)
DE (1) DE1816647A1 (es)
ES (1) ES374611A1 (es)
GB (1) GB1298679A (es)
IE (1) IE33894B1 (es)
IL (1) IL33445A (es)
NO (1) NO130127B (es)
PL (1) PL81326B1 (es)
SE (1) SE350088B (es)
TR (1) TR18358A (es)
YU (1) YU31593B (es)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3802139A (en) * 1971-02-22 1974-04-09 G Eischen Building constructed of vertical supports, longitudinal base element, and panel members
US3862527A (en) * 1973-06-14 1975-01-28 Harry S Peterson Company Roof construction
US5031371A (en) * 1989-10-13 1991-07-16 Davister Michael D Components and connector means for a modular building structure system
US5514060A (en) * 1994-08-16 1996-05-07 Hu; Chang-Sung Multi-station exercise machine frame structure of a honeycomb-like arrangement
US5761863A (en) * 1996-11-27 1998-06-09 Clemson University Method of reinforcing a building
US20080053014A1 (en) * 2004-05-06 2008-03-06 Hovey David Jr Two-way architectural structural system and modular support member

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0615786B2 (ja) * 1986-04-17 1994-03-02 ジャストジャパン株式会社 組立及び載置式立体駐車場構造体
AT394225B (de) * 1988-10-05 1992-02-25 Meru Horst Mag Baukoerper
DE4308745C2 (de) * 1993-03-19 1997-09-18 Mero Raumstruktur Gmbh & Co Ebener oder räumlicher Deckenrost aus Stäben und Knotenstücken, insbesondere begehbarer Deckenrost
DE9305672U1 (de) * 1993-04-15 1993-09-30 Kamm, Christian, Dipl.-Ing., 44319 Dortmund Systemhalle

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1577082A (en) * 1921-04-23 1926-03-16 Northwestern Terra Cotta Compa Multiunit-sill construction
US2078968A (en) * 1934-05-23 1937-05-04 Hiter King Building structure
US2153672A (en) * 1938-01-20 1939-04-11 Frederick F Mills Foundation plate
US2155709A (en) * 1936-03-17 1939-04-25 John V Patterson Building unit
US2177699A (en) * 1936-04-01 1939-10-31 Gen Houses Inc Building system
US2499478A (en) * 1943-05-03 1950-03-07 Edward J Feser Fabricated building construction
US2690072A (en) * 1947-12-23 1954-09-28 Robert S Reed Building structure
GB953749A (en) * 1961-12-20 1964-04-02 Blakdale Products Ltd Improvements in or relating to partitioning for buildings
US3274741A (en) * 1961-05-09 1966-09-27 Edison Soc Assemblable and disassemblable partition
US3314740A (en) * 1963-08-16 1967-04-18 Brunswick Corp Furniture unit and assembly
US3372518A (en) * 1962-09-22 1968-03-12 Rensch Eberhard Structural unit and structure incorporating same
US3411252A (en) * 1965-10-21 1968-11-19 Interior Contractors Inc Interior wall system

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1577082A (en) * 1921-04-23 1926-03-16 Northwestern Terra Cotta Compa Multiunit-sill construction
US2078968A (en) * 1934-05-23 1937-05-04 Hiter King Building structure
US2155709A (en) * 1936-03-17 1939-04-25 John V Patterson Building unit
US2177699A (en) * 1936-04-01 1939-10-31 Gen Houses Inc Building system
US2153672A (en) * 1938-01-20 1939-04-11 Frederick F Mills Foundation plate
US2499478A (en) * 1943-05-03 1950-03-07 Edward J Feser Fabricated building construction
US2690072A (en) * 1947-12-23 1954-09-28 Robert S Reed Building structure
US3274741A (en) * 1961-05-09 1966-09-27 Edison Soc Assemblable and disassemblable partition
GB953749A (en) * 1961-12-20 1964-04-02 Blakdale Products Ltd Improvements in or relating to partitioning for buildings
US3372518A (en) * 1962-09-22 1968-03-12 Rensch Eberhard Structural unit and structure incorporating same
US3314740A (en) * 1963-08-16 1967-04-18 Brunswick Corp Furniture unit and assembly
US3411252A (en) * 1965-10-21 1968-11-19 Interior Contractors Inc Interior wall system

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3802139A (en) * 1971-02-22 1974-04-09 G Eischen Building constructed of vertical supports, longitudinal base element, and panel members
US3862527A (en) * 1973-06-14 1975-01-28 Harry S Peterson Company Roof construction
US5031371A (en) * 1989-10-13 1991-07-16 Davister Michael D Components and connector means for a modular building structure system
US5514060A (en) * 1994-08-16 1996-05-07 Hu; Chang-Sung Multi-station exercise machine frame structure of a honeycomb-like arrangement
US5761863A (en) * 1996-11-27 1998-06-09 Clemson University Method of reinforcing a building
US20080053014A1 (en) * 2004-05-06 2008-03-06 Hovey David Jr Two-way architectural structural system and modular support member
US20100132286A1 (en) * 2004-05-06 2010-06-03 Hovey Jr David Two-Way Architectural Structural System and Modular Support Member

Also Published As

Publication number Publication date
YU31593B (en) 1973-08-31
IE33894L (en) 1970-06-23
BR6916367D0 (pt) 1973-02-01
ATA1089569A (de) 1975-03-15
CH514747A (de) 1971-10-31
CS162621B2 (es) 1975-07-15
IE33894B1 (en) 1974-11-27
YU318969A (en) 1973-02-28
IL33445A (en) 1973-08-29
TR18358A (tr) 1977-01-12
IL33445A0 (en) 1970-01-29
CA954661A (en) 1974-09-17
PL81326B1 (es) 1975-08-30
AT326876B (de) 1976-01-12
NO130127B (es) 1974-07-08
JPS5147255B1 (es) 1976-12-14
SE350088B (es) 1972-10-16
ES374611A1 (es) 1972-03-01
DE1816647A1 (de) 1970-07-09
GB1298679A (en) 1972-12-06

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