US3921362A - Method of and means for multi-story building construction - Google Patents

Method of and means for multi-story building construction Download PDF

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Publication number
US3921362A
US3921362A US489030A US48903074A US3921362A US 3921362 A US3921362 A US 3921362A US 489030 A US489030 A US 489030A US 48903074 A US48903074 A US 48903074A US 3921362 A US3921362 A US 3921362A
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United States
Prior art keywords
lift
wall panels
floor
slab
stack
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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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US489030A
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English (en)
Inventor
Pablo Cortina Ortega
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Cortina Systems Inc
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Individual
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 Individual filed Critical Individual
Priority to US489030A priority Critical patent/US3921362A/en
Priority to CA213,233A priority patent/CA1021590A/en
Priority to AU75435/74A priority patent/AU475095B2/en
Priority to IN2524/CAL/74A priority patent/IN144450B/en
Priority to ES432569A priority patent/ES432569A1/es
Priority to IT7061274A priority patent/IT1027058B/it
Priority to AR25678774A priority patent/AR209086A1/es
Priority to NL7416486A priority patent/NL7416486A/xx
Priority to BR1068774A priority patent/BR7410687A/pt
Priority to PH16687A priority patent/PH11385A/en
Priority to DE19752501207 priority patent/DE2501207A1/de
Priority to GB6104/75A priority patent/GB1497321A/en
Priority to YU39675A priority patent/YU39675A/xx
Priority to JP2448275A priority patent/JPS5323131B2/ja
Priority to FR7508238A priority patent/FR2273127B1/fr
Priority to US05/601,789 priority patent/US3974618A/en
Application granted granted Critical
Publication of US3921362A publication Critical patent/US3921362A/en
Assigned to CORTINA SYSTEM, INCORPORATED, A CORP OF TEXAS reassignment CORTINA SYSTEM, INCORPORATED, A CORP OF TEXAS ASSIGNMENT OF ASSIGNORS INTEREST. Assignors: PABLO CORTINA
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/3533—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the raising of hingedly-connected building elements, e.g. arches, portal frames
    • E04B1/3538—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the raising of hingedly-connected building elements, e.g. arches, portal frames the elements being a floor slab with hingedly-connected wall panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
    • E04G21/168—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements used for tilting, e.g. from horizontal to vertical position or vice versa

Definitions

  • ABSTRACT There is shown the preforming of walls and floor slabs as a stack wherein the walls of each story are connected to the next floor slab thereabove by lift pick-up cables spaced along the to be top edge of each wall.
  • Lift apparatus forming no part of the building is provided for attaching lift fixtures to elements cast in the edges of the floor slabs.
  • the lift apparatus includes pairs of columns as necessary supporting a repositionable upward bridge therebetween having lifting jacks operating lift rods connected with the floor slabs below by the removable lift fixtures.
  • FIG I40 FIG. l6
  • An object of the invention is to provide a building by self-erecting walls precast in a horizontal position on a floor or casting bed, casting a ceiling slab thereabove to which the walls are hangingly connected by pick-up cables and lifting the slab while swinging the walls outwardly with their bottom ends sliding'along the floor below thereby adding to stabilization of the self-erection.
  • Another object of the invention is to provide for erecting successively cast sets of load bearing walls connected to ceiling slabs cast thereabove into a multistory building and adding to the stability of the erected building by installing vertical reinforcing rods in cast in aligned apertures in the walls and ceiling slabs.
  • a further object of the invention is to provide overload protection for each lifting fixture by lifting in seand its walls to occur at the initial part of a lift of the stack.
  • Yet another object of the invention is to provide lift fixtures to be detachably attached to the slabs of a stack of sets of slabs and walls and to each other fixture that can be removed insequence from the bottom slab after it has been lifted and lowered'onto its connected supporting'walls.
  • Still another object of the invention' is to provide lifting apparatus for sets of slabs and connected walls in a stack that has pairs of externally positioned columns supporting a bridge member and 'lift jacks thereon that is repositionable upward for making successive lifts after connecting and disconnecting lift rods from'the jacks to lift fixtures provided for the respective successive stacked slabs.
  • Another object of the invention is to provide stabilization in lifting a stack of sets of ceiling slabs and connected support walls by installing temporary pairs of erecting columns, installing a bridge member between the pairs of columns and temporarily securing it in a stabilizing manner in successive lift positions and applying a stabilizer between a lifted ceiling or floor slab and the adjacent column.
  • a further object of the invention is to provide a connection between a horizontally precast wall on a floor and a ceiling slab 'cast thereabove consisting of a pieceof cable that is formed with a loop at its lower end cast in the walls top edge with the loop lying in a plane ex tending transverse to the top edge of the wall and extending the ends of the cable upward for casting into the ceiling slab adjacent its edge in such a position that the top edge of the wall aligns to support the edge of the slab above and there is a spacing of approximately /2 to inch between the slab and the hanging wall as the slab is lifted,
  • the support by the'cable is from the leg end thereof that is positioned nearer the edge of the shifts to the other leg of the cable and to its portion of the loop directly therebelow whereby breaking and spauling of the concrete is avoided.
  • FIG. 1 is a perspective view of a typical ground floor slab having cast thereon the necessary to be lifted and swung into position supporting walls with their ceiling slab thereabove to which they are attached along their to be top edges by pick-up cables cast therein illustrative for a three story building, the topmost ceiling slab being fragmentally shown;
  • FIG. 2 is a fragmentary perspective view of the edge of a floor and/or ceiling slab with a lift attaching member cast therein and a recess therebelow in the lower face at the slab edge both for receiving and attaching a lift fixture;
  • FIG. 3 is a perspective view of the three story building with lifting apparatus in position, the supporting walls for the third story being swung into position as their ceiling slab to which they are attached by pick-up cables is lifted into position and precast wall panels ready for lift by a crane to fill the void wall'spaces;
  • FIG. 4 is a cross sectional fragmentary side view of the ground floor slab, the horizontallycast supporting walls connected by cast in pick-up cables to their .ceiling slabs thereabove and a side view of the lift attaching members cast in the slabs with the lift fixturesattached;
  • FIG. 5 is a left hand end view of FIG. 4 showing the attached lift fixtures and their connection with each other for successive pick-up from top fixture on down;
  • FIG. 6 is a view similar to FIG. 4 showing the initiation of the lift with the ceiling slabs and their supporting walls successively peeled-off and separated starting with the top most ceiling slab and its attached walls;
  • FIG. 7 is a side view of a vertical support column whose lower end is secured to a foundation support, one end of a bridge member hoisted into position by a hand winch and secured to the column, a lifting jack on the bridge and a lift rod attached to the lift fixtures, the slabs and walls having been peeled-off beginning with the roof slab and then separating each slab and its supporting wall in sequence;
  • FIG. 8 is a view similar to FIG. 7 showing the first floor support walls swinging slowly outwardly towards their vertical supporting position as the lift progresses and an aperture in the wall and in its ceiling slab above is typically shown ready to receive a stabilizing pin which will be replaced by permanent reinforcing rods;
  • FIG. 9 is similar to FIG. 8 showing the first floor supporting walls supporting their ceiling slab which has its lift fixture removed and a stabalizer installed between the ceiling slab and the column and separating wedges in position between the respective ceiling slabs;
  • FIG. 10 is similar to FIG. 9 showing the bridge having been hoisted to its next upward position and secured to the column and the second floor supporting walls being swung outwardly into load bearing position as the lifting continues; 7
  • FIG. 11 is similar to FIG. 10 the second story walls are now in load bearing position supporting their ceiling slab whose lift fixture has been removed and a stabilizer member installed between the second story ceiling slab and the column;
  • FIG. 12 is similar to FIG. 11 showing the bridge hoisted to its next lift position and secured to the column and the roof slab which is the third story ceiling slab being lifted with its load bearing walls being swung outwardly;
  • FIG. 13 is a view similar to FIG. 12 with the third story ceiling slab in position supported by its load bearing walls, the top lift fixture has been detached and the temporary stabilizers are removed and the lift apparatus is ready to be dismantled and moved to another site;
  • FIG. 14a is a fragmentary showing of a floor slab and its attached wall and the lift pick-up cable at start of lift;
  • FIG. 14b shows the wall swung outward about 45, installation of sealing material and the relatively small spacing between wall and supporting slab and the shift in cable portion support;
  • FIG. 140 shows the wall having been laterally aligned and in load bearing position under the edge of the slab
  • FIG. 15 is a showing of the erected walls and slabs and the aligned apertures formed in the walls and slabs with seismic reinforcement grouted in place;
  • FIG. 16 is a showing of a form that the stabilizer between slab and erecting column may take
  • FIG. 1 a typical ground floor slab l0-has been provided on suitable foundations and in the illustration it extends outward to provide foundation supports for floor slab could; extend only to the perimeter of the walls of the building and separate foundations would then be provided for each vertical support column.
  • On the ground floor slab or casting bed 10 are successively cast load bearing walls and their ceiling slabs.
  • a separating layer of bond-preventing material (not shown) is placed on the top of the ground floor slab 10.
  • Suitable forms are provided on the ground floor slab for first story walls 1141,1211, 13a and 14a to be poured similar to the third story walls 110, 12c, 13c and showing in FIG. 1.
  • FIG. 8 shows a temporary holding pin 48 inserted through a hole in the ceiling slab that is in alignmentwith the aperture 18. After overnight curing the walliforms are removed and used again. Any voids between the walls such as at 19, see FIG. 1, are filled with like interio'r load-bearing pickup walls or waste material such as soil and perhaps finished with a thin waste-slab of concrete.
  • a separating'layer of bond-preventing material (not shown) is placed-over the cured first story walls.
  • the ceilingslab for the first story is next to be cast over the first story now cured walls.
  • a slab perimeter form (not I shown) overhanging the wall'edges is installed.
  • the pe rimeter overhang see at,-20 in FIG. 1, is at least the width of the load bearing wall cast below whose to be top 'edge will support the ceiling slab; underneath this overhanging portion.
  • the projecting-ends of the pickup cables l6. are placed in position within the forms for the ceiling slab. Also lift attaching members. 21 such as U-bolts, see FIG.
  • the form is providedwith a filler block (not shown) so as to form a recess 22a extending in from the edge of the slab at its bottom face.
  • FIGS. 4 and 5 receive a web of an angle bar on a lift.
  • two L-shaped members could be cast in the slab with the legs threaded and projecting spaced apart at the edge of the slab to receive the lift fixtures.
  • the next two stories above have their sets of supporting walls and ceiling slabs likewise cast and connected.
  • the walls are respectively numbered 11a, 12a, 13a and 14a for the first story.
  • the second story walls are numbered 11b. 12b, 13b and 14b and as noted above the third story walls are respectively 110, 12c. 13c and 14:.
  • the first story ceiling slab as indicated above is 22, the second story ceiling slab is 23 and the third story ceiling slab or roof slab is 24.
  • Ceiling slab 22 is the floor slab for the second story and ceiling slab 23 is the floor slab for the third floor.
  • the void wall spaces are filled by separately cast wall slabs indicated in the piles 25 and 26. These are lifted and set in place by a separate crane.
  • foundation supports a for the vertical support columns 27 On the ground floor slab there is provided foundation supports a for the vertical support columns 27. These columns are about three feet longer than the total height of the building. For the particular three story building to be erected three pairs of temporary support columns 27 are placed on their support foundations 10a and secured by hold down bolts and grouting (not shown). Each column has a one ton hand operated winch 28 installed near its lower end. This is for hoisting the cross bridges 29 into their successive lift positions above the pile of cast slabs and their load bearing connected walls to be swung outwardly into position during the lifting operation.
  • Each winch has a cable 28a that is led up the column and over sheaves 28b mounted at the top of the column and then down to where it is secured to the cross bridge 29.
  • the number of pairs of support columns 27 and the center-to-center spacing between the three pairs is a function of the separate jack or separate lift means capacity and convenience.
  • Each bridge 29 is bifurcated at its ends to receive the columns 27 and be guided thereby in their sliding engagement with the columns.
  • Means are provided at fixed points along the columns for supporting the cross bridge for one lift per each ceiling slab or floors.
  • a connection shown is provided by having through apertures through which is inserted a support pin 30.
  • a welded-in tube (not shown) to reinforce the through apertures 27a could be provided, appropriate saddles (not shown) are used to provide fixity and to distribute the load on the support pins 30.
  • jack lift means 31 such as lift-slab jacks such as shown in US. Pat. Nos. 2,758,467 and 3,201,088.
  • Each separate lift means is vertically above the projecting lift attaching members 21 projecting from the slabs below.
  • lift fixtures which are detachably attached to the slabs and detachably attached to each other are provided.
  • a top lift fixture is generally indicated as 33. It has a cross head 33a of four welded together plates to form a box like member, square in cross section.
  • the cross head 33a has vertically extending apertures 33b through each end to receive the two depending lift rods 32 that are secured by a nut 32a or a quick release hinged type nut used on lift rods in lift-slab work.
  • a depending tension bar 33c is welded to the cross head 33a and it has a pair of lugs or bosses 33d welded to its opposite inner faces adjacent its lower end.
  • An angle bar 34 has its vertically extending web welded to the tension bar 330 adjacent the lugs 33d thereon and its vertically extending web has apertures therethrough spaced to each side of the tension bar 33c to receive the threaded legs of the U-bolt lift attaching member 21 to which it is secured by nuts 21a.
  • the transversely extending web or flange of the angle bar 34 projects into the formed recess 24 a in the top most ceiling slab for lift engagement to avoid interference at erection with wall 11c.
  • a second lift fixture is generally indicated as 35. It is made up of a pair of spaced apart tension bars 35a held spaced apart by a pair of spaced apart reinforcing cross pieces 35b welded thereto. A pair of lugs 350 is welded to the inside faces adjacent the top end of the spaced apart bars while another pair of lugs is welded to the inside faces adjacent the bottom end. Likewise an angle bar 36 is welded to the tension bar 35a adjacent its lower end and adjacent the lower pair of lugs 35d. The upper web of the angle bar is attached to the projecting threaded legs of the lift attaching member in ceiling slab 23 and its lower web is received in the recess 23a of the ceiling slab 23 for lift engagement. Referring to FIG.
  • top pair of lugs 35c on second lift fixture 35 are spaced above the pair of lugs 33d on the top lift fixture 33 so that the roof slab 24 is first lifted and its attached walls peeled-out. This spacing is of the order of /z to about /1 inches.
  • a third lift fixture is generally indicated as 37. It is made up of a tension bar 37a that'has a pair of lugs or bosses 37b welded to its opposite faces adjacent its top end.
  • the tension bar 37a is slidably received between the spaced tension bars 35a on the lift fixture 35 thereabove and the pair of lugs 37b are spaced above the lugs 35d on lift fixture 35 for like engagement as explained above for the top lift fixture 33 and the second lift fixture 35.
  • a pair of lugs 376 which are for engagement with a type of lift fixture 35 that would be attached to a slab therebelow if a building with a greater number of stories was being built.
  • An angle bar 38 has its vertical web welded to the tension bar at the bars lower end and has apertures therethrough like the other lift fixtures to receive the extending threaded ends of the lift attaching member in slab 22. The transverse web of the angle bar 38 is received in the adjacent recess 22a for lift engagement with slab 22.
  • FIG. 14a shows the slab and the wall W in their cast position with the lift pick up cable 16 looped around reinforcing bars 17.
  • the reinforcing bars 17 help position the cable but they are not necessary for anchorage.
  • the unique installation and cable path geometry avoids breaks and spauling of the concrete.
  • cable portion A pulls in such a direct line that there is no concrete spauling.
  • cable portion B takes over and finishes the job with vertical pulling.
  • a sealing sheet or sealing material 41 may be installed at the top edge of the wall to provide a seal in its load bearing contact with the slab portion thereabove.
  • the sealing material may be a strip of polyurethane foam, a smear of asphalt or any suitable sealing material. As the wall swings into position a certain amount of lateral alignment is required. The lift pick-up cable does not act as a hinge.
  • FIG. 15 there is shown the seismic reinforcement between walls and slabs.
  • the ground floor slab 10 has formed therein vertically extending apertures 9 along its perimeter where it receives the bottom of the load bearing wall.
  • the wall has an aperture 18, see FIG. 8, formed therein during casting and vertically aligned aperatures 22b, 23b and 24b are formed in the respective slabs 22, 23 and 24.
  • Reinforcing seismic rods 42 are installed and grouted in position in the aligned apertures.
  • a stabilizer 39 may take between an erecting column 27 and the adjacent lift attaching member 21 projecting from the lifted slab 22 after the lifting fixture 37 has been removed.
  • a U-bolt 43 is slipped over the column 27 and its threaded legs receive a clamping piece 44 that is secured by nuts 45 received on this threaded legs.
  • the clamping piece 44 has welded thereto threaded studs 46 spaced the same distance apart as the projecting threaded legs of the lift attaching member 21.
  • Turnbuckle members 47 secure the aligned threaded legs.
  • the column 27 oppositely positioned has the same installation and by setting up of the respective turn-buckle members 47, the lifted slab 22 is set off and stabilizes the column 27 from slab 22 for a successive next lift of slab 23 there above all as more fully described hereinafter.
  • the entire stack above is now supported by the completed first story load bearing walls and their ceiling slab, i.e., the second floor or story slab 22.
  • the jacking means is disengaged by removing their continuously threaded lift rod attaching jack nuts if standard lift-slab jacking equipment is used. Using the winches 28, the bridges 29 and jacks 31 are lifted to the second station and the column support or shear pins 30 reinstalled at the next higher lift station. The lifting rods, attached to the top lift fixture 33, need no attention. The jacking 8 nuts of the lift system are installed and their drive system is adjusted.
  • the lift fixtures designated by the reference number 37 are removed and set aside for reuse.
  • the slab 22 now in place is stable.
  • Installation of the stabilizers 39 shown in FIG. 16 fix the columns 27, see FIG. 9, ready for the next lift.
  • the jacks 31 through their control console and connections (not shown) are actuated until the second slab 23 is in place,'and the load bearing second story walls 11b are resting on the second floor slab or first floor ceiling slab 22. Again, see FIG. 11, the stack (roof slab 24 and third story walls 11c) are lowered onto the fixed third story floor slab 23 on wedges 49 already in place from the previous lift. The jacks are unloaded and disconnected. The lift fixtures 35 are removed and set aside for further usuage and the columns stabilized as necessary. The bridge 29 and jacks 31 are hoisted into the final lift position and secured for stability. The roof slab 24 is lifted, see FIG. 12, as the attached third story walls 11c become substantially self-erecting.
  • the narrow voids in the walls are closed with the conventional precast panels such as shown in stacks 25 and 26 in FIG. 3 as referred to above.
  • Steel reinforcing bars, see FIG. 15, are placed in the aligned vertical apertures or ducts 18 in the walls and vertical apertures in the floor slabs and grouted in to complete the vertical continuity and integrity of the structure.
  • the building is finished in conventional manner.
  • the method of erecting single or multiple story concrete columnless buildings which comprises the steps of: forming a permanent base for a building to be erected, said base forming a first casting bed;
  • step of attaching said lift fixtures to said lift attaching members includes the step of interconnecting said lift fixtures to one another with slight vertical freedom so that as said stack is initially lifted said lift fixtures cause each said set of wall panels and floor slabs to separate slightly while still at ground level, whereby the connections of all of said wall panels to said floor slabs and the connection of all of said floor slabs to said lift means may be checked prior to further lifting of said stack.
  • steps of attaching said wall panels to their corresponding floor slabs comprises securing diverging double-stranded pick-up cables between the wall panels and the floor slabs, said strands converging at the pivot lines so that the weight of each wall panel is transferred from one to the other strand of each of its pick-up cables as the wall panels swing toward the vertical, said cables permitting said panels to spaul along said pivot lines to compensate for slight pivot line misalignment or for slab deflectron.
  • first floor slab for a building to be erected, said first floor slab forming a first casting bed;
  • first set of load supporting, downwardly swingable wall panels in a generally horizontal position on said first casting bed and embedding portions of spaced apart flexible pick-up cables across the periphery pivot line of said first set of wall panels, said wall panels representing substantial portions of at least two pairs of walls approximately at right angles to each other;
  • each layer utilizing the preceding layer as a casting bed, each said set of wall panels being attached to its corresponding above floor slab to form a stack of said wall panels and floor slabs corresponding to the stories of building;
  • each of said bridge members supporting one floor height above the poured stack a movable bridge member between each said pair of columns, each of said bridge members extending over said stack of wall panels and floor slabs and carrying lift means adjacent to each column;

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
US489030A 1974-03-18 1974-07-16 Method of and means for multi-story building construction Expired - Lifetime US3921362A (en)

Priority Applications (16)

Application Number Priority Date Filing Date Title
US489030A US3921362A (en) 1974-03-18 1974-07-16 Method of and means for multi-story building construction
CA213,233A CA1021590A (en) 1974-03-18 1974-11-07 Method of and means for multi-story building construction
AU75435/74A AU475095B2 (en) 1974-03-18 1974-11-15 Method and means for multi-story building construction
IN2524/CAL/74A IN144450B (enExample) 1974-03-18 1974-11-15
ES432569A ES432569A1 (es) 1974-03-18 1974-12-04 Un metodo de erigir un edificio.
IT7061274A IT1027058B (it) 1974-03-18 1974-12-12 Procedimento e mezzi per la costruzione di edifici a piu piani
AR25678774A AR209086A1 (es) 1974-03-18 1974-12-15 Metodo y disposicion de elementos para levantar un edificio
NL7416486A NL7416486A (nl) 1974-03-18 1974-12-18 Werkwijze en inrichting voor het oprichten van uit meer verdiepingen bestaande gebouwen en bouwwerk verkregen met de werkwijze.
BR1068774A BR7410687A (pt) 1974-03-18 1974-12-20 Processo para erigir um edificio aparelho elevador jogo de acessorios de elevacao e conexao de cabo para os mesmos
PH16687A PH11385A (en) 1974-07-16 1975-01-08 Method of and means for multi-story building constitution
DE19752501207 DE2501207A1 (de) 1974-03-18 1975-01-14 Verfahren und vorrichtung fuer die konstruktion eines gebaeudes mit mehreren stockwerken
GB6104/75A GB1497321A (en) 1974-03-18 1975-02-13 Building construction and apparatus therefor
YU39675A YU39675A (en) 1974-03-18 1975-02-19 Device for building multiple-floor buildings
JP2448275A JPS5323131B2 (enExample) 1974-03-18 1975-02-26
FR7508238A FR2273127B1 (enExample) 1974-03-18 1975-03-17
US05/601,789 US3974618A (en) 1974-03-18 1975-08-04 Method of and means for multi-story building construction

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
MX14991474 1974-03-18
US489030A US3921362A (en) 1974-03-18 1974-07-16 Method of and means for multi-story building construction
US05/601,789 US3974618A (en) 1974-03-18 1975-08-04 Method of and means for multi-story building construction

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US05/601,789 Division US3974618A (en) 1974-03-18 1975-08-04 Method of and means for multi-story building construction

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US3921362A true US3921362A (en) 1975-11-25

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US489030A Expired - Lifetime US3921362A (en) 1974-03-18 1974-07-16 Method of and means for multi-story building construction
US05/601,789 Expired - Lifetime US3974618A (en) 1974-03-18 1975-08-04 Method of and means for multi-story building construction

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US05/601,789 Expired - Lifetime US3974618A (en) 1974-03-18 1975-08-04 Method of and means for multi-story building construction

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US (2) US3921362A (enExample)
AU (1) AU475095B2 (enExample)
CA (1) CA1021590A (enExample)
DE (1) DE2501207A1 (enExample)
FR (1) FR2273127B1 (enExample)
GB (1) GB1497321A (enExample)
NL (1) NL7416486A (enExample)

Cited By (42)

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US4391070A (en) * 1980-02-29 1983-07-05 Babcock-Bau Gmbh Chimney
US4437272A (en) 1982-01-28 1984-03-20 Johnson Delp W Insert for foldable concrete building construction with pivot connections, integral lifting bar, and building height control bar
US4539788A (en) * 1982-05-13 1985-09-10 Adviesbureau D3Bn Civiel Ingenieurs Method of building a house starting from a packaged structure, a packaged structure for use in said method, a method of making a foundation, and a pile cap for use therein
US4766708A (en) * 1985-12-27 1988-08-30 Peter Sing Shock and vibration resistant structures
US4942701A (en) * 1989-07-24 1990-07-24 Complete Hydraulic Building Systems, Inc. Hydraulic winch system for use in erecting clear-span, pole-type buildings
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US5839239A (en) * 1996-04-04 1998-11-24 Jang; Byung K. Apparatus and method for building construction
US20020124466A1 (en) * 2001-03-06 2002-09-12 J. Kelly Kindig Method for the treatment of coal
EP1520944A3 (de) * 2003-10-01 2006-03-15 Vierck Udo Verfahren zum Erstellen von Häusern
US20090249708A1 (en) * 2005-11-28 2009-10-08 Flyport Development Entwicklungs Und Betreuungsgesellchaft Mbh Passenger Terminal Consisting of Mobile Room Units
US8863474B2 (en) * 2009-04-10 2014-10-21 Bin Yuan Main work construction method for reinforced concrete building and building construction machine
US20120023840A1 (en) * 2009-04-10 2012-02-02 Bin Yuan Main Work Construction Method for Reinforced Concrete Building and Building Construction Machine
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US9027307B2 (en) 2010-06-08 2015-05-12 Innovative Building Technologies, Llc Construction system and method for constructing buildings using premanufactured structures
US9382709B2 (en) 2010-06-08 2016-07-05 Innovative Building Technologies, Llc Premanufactured structures for constructing buildings
CN103225423B (zh) * 2013-04-10 2015-10-14 北京筑福建筑事务有限责任公司 一种既有建筑围套式加层结构及其施工方法
CN103225422B (zh) * 2013-04-10 2015-07-01 北京筑福国际工程技术有限责任公司 采用轻钢结构直接加层技术的既有砌体结构及其施工方法
CN103225422A (zh) * 2013-04-10 2013-07-31 北京筑福国际工程技术有限责任公司 采用轻钢结构直接加层技术的既有砌体结构及其施工方法
CN103225423A (zh) * 2013-04-10 2013-07-31 北京筑福国际工程技术有限责任公司 一种既有建筑围套式加层结构及其施工方法
CN103790393B (zh) * 2014-01-17 2016-06-08 上海建工四建集团有限公司 一种既有建筑结构整体置换的施工方法
CN103790393A (zh) * 2014-01-17 2014-05-14 上海建工四建集团有限公司 一种既有建筑结构整体置换的施工方法
US20150211205A1 (en) * 2014-01-29 2015-07-30 Guangzhou Jishi Construction Group Co., Ltd. Construction system for subway station
US9822506B2 (en) * 2014-01-29 2017-11-21 Guangzhou Jishi Construction Group Co., Ltd. Construction system for subway station
US10041289B2 (en) 2014-08-30 2018-08-07 Innovative Building Technologies, Llc Interface between a floor panel and a panel track
US11060286B2 (en) 2014-08-30 2021-07-13 Innovative Building Technologies, Llc Prefabricated wall panel for utility installation
US10975590B2 (en) 2014-08-30 2021-04-13 Innovative Building Technologies, Llc Diaphragm to lateral support coupling in a structure
US10260250B2 (en) 2014-08-30 2019-04-16 Innovative Building Technologies, Llc Diaphragm to lateral support coupling in a structure
US11054148B2 (en) 2014-08-30 2021-07-06 Innovative Building Technologies, Llc Heated floor and ceiling panel with a corrugated layer for modular use in buildings
US10329764B2 (en) 2014-08-30 2019-06-25 Innovative Building Technologies, Llc Prefabricated demising and end walls
US10364572B2 (en) 2014-08-30 2019-07-30 Innovative Building Technologies, Llc Prefabricated wall panel for utility installation
US10676923B2 (en) 2016-03-07 2020-06-09 Innovative Building Technologies, Llc Waterproofing assemblies and prefabricated wall panels including the same
US10508442B2 (en) 2016-03-07 2019-12-17 Innovative Building Technologies, Llc Floor and ceiling panel for slab-free floor system of a building
US10900224B2 (en) 2016-03-07 2021-01-26 Innovative Building Technologies, Llc Prefabricated demising wall with external conduit engagement features
US10961710B2 (en) 2016-03-07 2021-03-30 Innovative Building Technologies, Llc Pre-assembled wall panel for utility installation
US20190309508A1 (en) * 2016-05-30 2019-10-10 Aleksandr Aleksandrovich TITOV Method for erecting framework of structures
US11002004B2 (en) * 2016-05-30 2021-05-11 Titov Aleksandr Aleksandrovich Method for erecting framework of structures
US10392794B2 (en) 2016-09-21 2019-08-27 Skyrise Global, Llc Structure and method of making the same
WO2018057792A1 (en) * 2016-09-21 2018-03-29 Skyrise Global, Llc Structure and method of making the same
US10550566B2 (en) 2016-09-21 2020-02-04 Skyrise Global, Llc Structure and method of making the same
US10731327B2 (en) 2016-09-21 2020-08-04 Skyrise Global, Llc Structure and method of making the same
US11193287B2 (en) * 2016-09-23 2021-12-07 Sh Technologies Pte Ltd Construction system and method
US10323428B2 (en) 2017-05-12 2019-06-18 Innovative Building Technologies, Llc Sequence for constructing a building from prefabricated components
US10724228B2 (en) 2017-05-12 2020-07-28 Innovative Building Technologies, Llc Building assemblies and methods for constructing a building using pre-assembled floor-ceiling panels and walls
US10487493B2 (en) 2017-05-12 2019-11-26 Innovative Building Technologies, Llc Building design and construction using prefabricated components
US11098475B2 (en) 2017-05-12 2021-08-24 Innovative Building Technologies, Llc Building system with a diaphragm provided by pre-fabricated floor panels
CN108153972B (zh) * 2017-12-22 2021-05-28 腾达建设集团股份有限公司 一种缆索吊装全过程分析方法
CN108153972A (zh) * 2017-12-22 2018-06-12 腾达建设集团股份有限公司 一种缆索吊装全过程分析方法
US12297076B2 (en) 2018-11-14 2025-05-13 Innovative Building Technologies, Llc Modular stairwell and elevator shaft system and method
CN110306714A (zh) * 2019-07-04 2019-10-08 艺墙之格建筑发展(上海)有限公司 一种装配式隔墙吊顶结构
WO2025048862A1 (en) * 2023-09-01 2025-03-06 Tang Che Leng Modular multi-story building construction system

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FR2273127A1 (enExample) 1975-12-26
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DE2501207A1 (de) 1975-09-25
AU475095B2 (en) 1976-08-12
FR2273127B1 (enExample) 1979-03-16
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GB1497321A (en) 1978-01-05
US3974618A (en) 1976-08-17

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