WO1982004273A1 - Panneaux en beton prefabrique a usages multiples et procedes de construction de structures en beton les utilisant - Google Patents

Panneaux en beton prefabrique a usages multiples et procedes de construction de structures en beton les utilisant Download PDF

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Publication number
WO1982004273A1
WO1982004273A1 PCT/US1981/000727 US8100727W WO8204273A1 WO 1982004273 A1 WO1982004273 A1 WO 1982004273A1 US 8100727 W US8100727 W US 8100727W WO 8204273 A1 WO8204273 A1 WO 8204273A1
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WO
WIPO (PCT)
Prior art keywords
slabs
slab
trench
adjacent
concrete
Prior art date
Application number
PCT/US1981/000727
Other languages
English (en)
Inventor
Arthur F Hilsey
Original Assignee
Arthur F Hilsey
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 Arthur F Hilsey filed Critical Arthur F Hilsey
Priority to EP81901849A priority Critical patent/EP0079887B1/fr
Priority to PCT/US1981/000727 priority patent/WO1982004273A1/fr
Priority to BR8109025A priority patent/BR8109025A/pt
Priority to AT81901849T priority patent/ATE39518T1/de
Priority to DE8181901849T priority patent/DE3176958D1/de
Publication of WO1982004273A1 publication Critical patent/WO1982004273A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/02—Fixed barrages
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
    • E04H1/04—Apartment houses arranged in two or more levels
    • 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
    • E04B1/0007—Base structures; Cellars
    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B1/3211—Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
    • E04B2001/3276—Panel connection details

Definitions

  • the present invention relates to concrete slab constructions, and methods of using the same, for standard ⁇ izing the manufacturing and construction of precast concrete modules for monolithic and multi-purpose structures.
  • the 15 primary purpose of the invention is to provide a less ex ⁇ pensive standardized method of manufacturing, transporting, handling and erecting fireproof concrete structures such as: (1) curtain walls adapted for use as military reventments or enclosures for aircraft, "soft-buildings” or stockpiles 20 of equipment and supplies, and exterior and interior walls used in the construction of various types of military and commercial buildings, fences or boundary walls, and free ⁇ way dividers; (2) retaining walls such as those employed in irrigation and flood control ditches, small dams, sea walls, 25 canals, and hillside retention; (3) load-bearing walls such as are employed in office buildings, cabins , huts, barracks, commissaries, supermarkets , warehouses , garages and schools; (4) building foundations; and (5) other concrete structures capable of utilizing the standardized multi- 30 purpose precast
  • the present invention relates to the fabrication and erection of building structures by use of prefabricated concrete panels which are placed in contiguous planar relation to one another within an elongated trench prepared in advance for the reception of such panels.
  • the various types of prefabricated concrete panels contemplated by this invention each has a rectangular shape exhibiting a height ranging from a minimum equal to the depth of such trench to a maximum significantly greater than its width.-
  • Each type of panel, in use is positioned upright in said ' trench with the width dimension of the panel extending substantially horizontally, is preferably, but not neces ⁇ sarily, shaped along its vertical edges to mate with a complementarily shaped edge on an adjacent panel (a tongue-and-groove configuration being one possible arrange ⁇ ment for the mating edges of adjacent panels) , is provided adjacent its base edge with an elongated rectangular opening whose direction of extension is generally horizon ⁇ tal, i.e., transverse to the vertical edges of each panel, and is provided with a pair of aligning holes
  • panels of the general configuration described may be pre ⁇ fabricated either at a temporary casting plant erected near the building site, or at an existing casting plant remote from the building site, as most economically advantageous, then transported, e.g., by a gag , to the building site, and placed in side-by-side vertical, co- planar relation to one another within the trench.
  • the dimensions of the aforementioned rectangular openings are so selected that the entire opening in each such panel or slab is below grade when the panels are so positioned.
  • Elongated "J"-bolts are inserted into the aforementioned aligning holes via the aforementioned elongated rectangular openings or apertures, and extend continuously from the elongated opening of one rectangular panel through the adjacent aligning hole of that panel, and then through the aligned aligning hole of the next adjacent panel into the rectangular opening of the said next adjacent panel, and are fixed in place by a nut which is threaded onto the portion of the said "J"-bolt which protrudes into the said elongated rectangular opening of the next adjacent panel to mechanically attach adjacent panels to one another.
  • the size of the rectangular opening in each panel is sufficiently large to permit such insertion of "J"-bolts.
  • the horizontal length of the rectangular base opening in each panel must not only be longer than the length of the "J"-bolts employed, but must also be more than twice the width of the panel between a vertical edge of said rectangular opening and the adjacent exterior vertical edge of the panel (in practice, the horizontal dimension of each such rectangular opening is more than one-half the width of the concrete panel in which it is located) , and the vertical height of each such rectangular opening must moreover be sufficient to permit the insertion and
  • a settable anchoring material such as wet concrete is poured or pumped into the trench to fill the trench (the term “pouring” as used herein and in the appended claims being intended to include a “pumping” operation) , and in the process to flow via the aforementioned rectangular openings from one side of each panel to the other, to completely fill the rectangular openings, thereby to embed the base portion of the several panels and their interven ⁇ ing "J"-bolts in an integrated, solid concrete footing.
  • the end result of the fabrication and construction tech- nique is, therefore, to rapidly assemble a continuous monolithic concrete structure through use of plural, standard, precast slabs, associated fastening elements . such as "J"-bolts whose length is dimensionally related to the dimensions of specified 'portions of the panels and to the dimensions of the rectangular base openings therein, in an integrating mass of concrete.
  • roof beam or floor joist slots can be provided in the upper edges of the panels; holes can be provided in each of the panels or slabs adjacent their upper edges to facilitate their manipulation; reinforcing rods can be provided in the poured concrete; auxiliary supporting or aligning struc- tures can be employed; sealing cavities for the reception of sealing strips of flowable sealing compounds can be interposed between the engaging generally vertical edges of adjacent panels to provide a water-tight junction therebetween; the panels can be assembled in a double wall configuration with an intervening material such as sand placed therebetween; each precase concrete panel can be provided with a curvature in the direction of its width and/or length to permit the erection of nonplanar struc- trues such as arched, curved and geodesic-type constructions; coloring or fluorescent materials can be employed in the concrete utilized in fabricating the slabs or panels; and/or the faces of the slabs or panels can be given
  • the present invention relates to preformed concrete slabs or panels, and to methods of using the same, in the constructions of low cost, high strength, rapidly erected concrete structures of various types.
  • a principal objective of the invention is to provide a stock of concrete modules, slabs or panels which are preformed in desirable sizes for either load bearing, retaining and/or curtain walls.
  • Another objec ⁇ tive of the invention is to provide a reinforced concrete slab which is especially designed for monolithic type structures (walls to foundation to floor) that may be reinforced to meet specific design requirements.
  • a still further object of the invention is to provide a method of fabricating into the slab an opening in the base footing for the rapid and accurate leveling and aligning of a given slab with adjacent modules at its base.
  • a still further object is to, provide a slab which is designed as a load-bearing wall, with monolithic attributes, and to obtain the structural strength of a pilaster which in turn will be reinforced with an identical and adjacent pilaster. Still another object of the invention with respect to its said monolithic and pilaster attributes, is to obtain a structure which has reactive resistance to ground and overhead pressures created by earthquakes, high velocity winds and/or extreme Shockwaves above and below grade.
  • the principal objective of the invention is to provide, in a variety of useful types of concrete slab modules capable of being pre-cast by mass production methods, novel base-footing means adapting them to an equally novel method of trans ⁇ port, placement, connection and integration into monolithic structures, which achieves this as well as other objects of the present invention more rapidly, yet at less cost, and with fewer construction personnel, than had been required heretofore in the erection of concrete structures.
  • Figure 1 diagra matically illustrates the method of erecting a concrete structure, in accordance with the present invention, employing one of the various forms of standardized prefabricated concrete slabs of the present invention?
  • Figure 2 is a perspective view,.partially broken away, showing one of the forms of mating slabs of the present invention in process of elevation and base support;
  • Figure 3 is a cross-sectional view of one of the slabs shown in Figure 2, when employed in a curtain wall;
  • Figure 4 is a view similar to Figure 3 showing a load-bearing wall construction;
  • Figure 5 is a cross-sectional view showing a retaining wall construction
  • Figure 6 is a plan view of one of the forms of pre-cast concrete slab of the present invention.
  • Figure 7 is a partial plan view showing a typical mating arrangement of the adjacent slabs
  • Figure 8 is a partial plan view showing a typical corner slab construction
  • Figures 9a and 9b are respectively a plan view and elevational view of a portion of two mating slabs constructed in accordance with the present invention and defining a sealing cavity for the reception of a sealing strip or a flowable sealing compound, and different fastening means therebetween
  • Figures 9c and 9d show cross-sectional views of two alternative forms of sealing strips
  • Figure 10 shows a flood control dam, levee, or sea wall, constructed in accordance with the present invention
  • Figure 11 shows a canal constructed in accord ⁇ ance with the present invention
  • Figure 12 depicts a basement and/or foundation constructed in accordance with the present invention
  • Figure 13 depicts a building structure erected in accordance with the present invention
  • Figures 14a and 14b show double-wall construc ⁇ tions employing one of the forms of standardized pre-cast concrete slabs of the present invention
  • Figures 15a and 15b show longitudinal and cross- sectional views respectively, of a highway divider employing another of the forms of standardized pre-cast concrete slabs of the present invention
  • Figures 16a through 16f show a longitudinal elevation view, several cross-sectional views, and a plan view, respectively, of various forms of standardized pre-cast simple base-footing type slabs in accordance with the present invention, which type slabs accommodate the present invention to the construction of conventional brick, block or stone structures; and Figures 17a, 17b and 17c depict an igloo-type structure constructed in accordance with the present invention.
  • the slabs S can, if desired, be precast directly at the . construction site by using a portable, ready-mix bulk plant, or, if it will be more economically advantageous, can be fabricated on a mass scale at a remote fabrication location dedicated to that purpose, and then transported to a building site as indicated in Figure 1.
  • a typical slab S is designated S, in Figure 2. While the dimensions of the slab will vary in dependence upon the end use to which it is to be put, the slab S, typically has a height of 12 feet 6 inches, a width of 5 feet, and a thickness of 3-1/2 inches and can be rein ⁇ forced by a gridwork of embedded one-half inch diameter reinforcing bars or rods (not shown) placed on approxi ⁇ mately 14 inch centers. Obviously, any of these dimensions can be changed to meet specific needs, and the thicker the slab is made, and the more reinforcing used, the higher the overall structure can be. Also, where design considerations will permit, the portion of the slab that will be above ground does not have to be as thick as the base footing portion of the slab.
  • a comparatively large opening 20 of elongated rectangular shape is provided at the lower end of the slab S..
  • the general direction of elongation of the opening 20 is transverse to the height of the slab, and extends across the width of the slab as illustrated.
  • the opening 20 may typically have a vertical height of substantially
  • Opening 20 is, in the form shown in Figure 2, disposed entirely interior of the slab, but if desired the lower edge of the opening 20 may open directly into the lower ⁇ most edge of the slab as depicted by broken lines 21 (and as shown in full lines in Figure 14b) . Moreover, while the edges of the opening 20 are planar as illustrated in Figure 2, they may be of rounded configuration (as shown in Figure 14b) ; and either such configuration is included within the term "rectangular" as employed herein.
  • Slab S is further provided with a plurality of horizontal bores extending therethrough for use in align- ment of each such slab with adjacent slabs, and for fastening the slabs to one another.
  • One such bore 22, having a diameter of, e.g. 1/2 inch, may be disposed near the top of the slab, opens into the opposing generally vertical edges of the slab, and is intended to receive either a comparatively rigid alignment member 23 such as a metal rod, or a continuum intertie flexible cable.
  • a further pair of 3/4-inch diameter bores 24 and 25 extend horizontally in alignment with one another between the opposing generally vertical edges of rectangular opening 20 and the adjacent outermost vertical edges of the slab S, .
  • the combined length of the bores 24 and 25 is less than the horizontal dimension of opening 20 whereby, as will become apparent subsequently, a comparatively long fastening element (such as a "J"-bolt having a length almost as long as the horizontal dimension of opening 20) can be inserted into the opening 20 of one slab, and then passed through the bore 24 of that one slab and through the aligned bore 25 of the next adjacent slab into the rectangular opening 20 of said next adjacent slab, where it may be fastened in place by a nut threaded
  • the vertical height of opening 20 is sufficient to permit such a fastening element to be inserted and manipulated by hand topis such as wrenches or the like.
  • the bores 24 and 25 preferably open into the vertical edges of rectangular opening 20 at points thereon substantially midway between the upper and lower horizontal edges of said opening 20.
  • the bores 22, 24 and 25 may be cast in the slabs by properly positioning in the slab casting form permanent metal, plastic or cardboard sleeves, of inside diameters slightly larger than the outside diame ⁇ ters of the rods, cables or "J"-bolts to be used. During erection of the slabs these sleeves can then serve to facilitate the passage of the rods, cables or "J"-bolts through the slabs.
  • Slab S may further include a pair of additional openings 26 (Fig. 2) adjacent the top of the slab adapted to cooperate with lifting equipment (as shown in Figure 1) to facilitate the vertical placement and manipulation of the slab in a ground trench; and the uppermost edge of the slab may include a substantially centrally located notch 27 for the reception of roof beams or the like.
  • the opposing generally vertical edges of the slab S are preferably shaped for mating engagement with complementarily shaped edges of the adjacent like- constructed such slabs.
  • Various edge configurations can be utilized, e.g., the tongue and groove configuration 28, 29, best shown in Figure 6, arranged to produce the mating engagement between adjacent slabs shown in Figure 7.
  • the slabs can be formed with a tongue 30 on one of the lateral faces thereof for engagement with an end groove 29 of an adjacent slab to form a corner construction of the type shown in Figure 8.
  • Other arrangements will be apparent to those skilled in the art.
  • a plurality of like-constructed standardized concrete slabs having the configuration described are erected in side-by-side closely adjacent relation to one another at a building location or construction site by means of lifting equip ⁇ ment 11, such as a hydraulic crane, fork lift, or the like which lifts the slabs S one-by-one from flat bed trailer 10 and lowers them, one-by-one, into an elongated trench 12 prepared in advance by digging or trenching equipment 13.
  • the trench 12 is preferably of flat- bottomed V-shaped cross-section and is sufficiently deep that, when each slab S is lowered into said trench, the substantially rectangular opening 20 therein is entirely below grade.
  • the slabs S rest, moreover, on a bed of sand or gravel 14 (see Figure 2) previously placed on the bottom of the trench 12 to assist in leveling and aligning the slabs vertically with one another.
  • the slabs S are aligned horizontally and verti ⁇ cally with one another by workmen who operate the lifting equipment 11 and manipulate each slab S relative to the slabs, previously placed in the trench, and the alignment is temporarily maintained by insertion of the aligning rod 23 through the several bores 22 (if such " are provided in the slabs) , and/or by "J"-bolts 15 (see Figure 2) which are inserted through the aligned bores 24, 25 in adjacent slabs in the manner previously described.
  • Each "J"-bolt is provided with an enlarged or curved end 15a which engages the generally vertical edge of the rectangular opening into which said "J"-bolt is initially inserted, and a nut 15b is then threaded onto the end of the bolt protruding into the rectangular opening of the next adjacent slab to clinch the slabs together.
  • S UB S TITUTE SHEET OMPI transverse rectangular openings 20 permits axial-of- the-wall insertion of the clinching and aligning bolts 15, to assure that a clinching force is applied axially of the panels for maximum strength, straightness and stability of the wall during erection, and to avoid creating any tension stresses in the concrete of the slab.
  • the size of the openings 20 permits them to receive ordinary hand tools for the manipulation and fastening of the bolts 15 in place, thereby to apply a nondamaging and maximum clinching force immediately and axially of the adjacent panels as they are added, one- by-one, to the yet unanchored wall.
  • anchoring devices such as guy wires or rods and associated turn buckles 16 which are attached to each panel after it has been inserted in the trench, aligned, and fastened to the next adjacent panel.
  • the trench 12 is filled with a flowable anchoring material such as wet poncrete 17 which is poured into the trench from a con ⁇ crete mixer 18, or which, if desired, may be " forcibly pumped into the trench.
  • a flowable anchoring material such as wet poncrete 17 which is poured into the trench from a con ⁇ crete mixer 18, or which, if desired, may be " forcibly pumped into the trench.
  • the wet concrete completely fills the trench and, in the course of doing so, passes from one side to the other side of each of the concrete slabs through the rectangular opening 20 in each slab, to fill said opening and to embed the lower ends of the several slabs and the fastening elements 15 extending therebetween in a monolithic base footing support.
  • SUBSTITUTE SHEET An end view of the final construction, when used as a curtain wall, is shown in Figure 3. If the structure is to be used as a load-bearing wall, as shown in Figure 4, reinforcing rods 30 may be used between the concrete floor 31 of the building structure and the openings 20 in each slab S to provide additional means for maintaining the slab wall, floor and foundation in an integral mono ⁇ lithic unit.
  • Slabs according to the invention can also be used to erect a retaining wall as shown in Figure 5; and in this particular application of the invention, the several pre ⁇ cast concrete slabs can be tapered in thickness upwardly (see Figure 5) and can further be provided with one or more drain holes 36, both of which features are conventiona in retaining wall construction.
  • Reinforcing bars 37 which extend vertically through the slab may have their lower ends displaced in opposing generally horizontal directions in the region of opening 20 for extension into the trench pour.
  • the taper may be ended at the ground line, with the remaining lower portion of the slab being no thicker than the thickness of the slab at the ground line, since said remaining lower portion will in any event be augmented in strength by the encasing pour of concrete in the trench.
  • the weight of individual retaining wall slabs may also be reduced by making them of less width than for lighter duty slabs.
  • additional reinforcing bars such as shown at 37a and 37b in Figure 5, may be precast into the slab for further enhancing the monolithic intertie of the slab to the trench pour of concrete.
  • the preformed reinforced slabs S may be brought quickly to a particular job, are easily disposed in proper vertical position, and are readily leveled and aligned by means of the aforementioned tierods and aligning bolts. Pouring (as hereinbefore defined) of the wet concrete in a freeflow manner through the openings 20 secures the slabs in position with optimum stress and shear values.
  • the slab construction, transportation, and erection is accomplished in a low cost and rapid manner, and rapid completion of many types of building structures is made possible.
  • Figures 9a and 9b illustrate additional features which may be optionally included in the construction of the present invention.
  • a pair of adjacent slabs 40, 41 may be aligned adjacent their uppermost or generally horizontal edges by means of one or more n U"-shaped aligning and clinching bolts 44 each of which includes a generally horizontal leg 44a which extends between the two slabs 40, 41 along a depression 45 portions of which are formed in the top edge of each slab, and a pair of generally vertical legs 44b which are located in vertical holes 46, 47 provided respectively in the top edges of the two slabs 40, 41.
  • more than one such U bolt 44 can be fastened into place across the top edges of adjacent slabs and/or one or more such U bolts can be mounted in place across the vertical outer faces of the two slabs, and at one or more desired locations between the uppermost and lowermost edges of said slabs.
  • a thin sheet of compressible sealing material brushed with paste, or provided with a self-sticking surface, on one side could preliminarily be adhered in place on one of the mating edges before they are clinched together.
  • FIGS 9a and 9b One possible such preferred sealing arrangement is shown in Figures 9a and 9b, and comprises .an additional generally V-shaped depression or cavity 48 which,extends vertically along the base portion of the edge groove 43 of slab 41, and which cooperates with the tongue portion 42 of slab 40 to provide an elongated generally, vertical channel of triangular cross section between the mating edges of the slabs 40, 41.
  • An elongated and somewhat oversided and compressible sealing strip 49 is first preliminarily adhered in place in the cavity 48, as by pasting or self-sticking surfaces, and then compressed within cavity 48 by the forces exerted between slabs 40, 41 when they are clinched together, to provide a water tight vertical joint between said slabs.
  • a settable liquid sealing material may be poured into the channel formed by cavity 48 from the top of the aligned slabs to fill said channel and to migrate into any discontinuities between the channels thereby to provide the desired water tight seal between the vertical edges of adjacent slabs.
  • FIG. 9c and 9d Cross-sectional views of two other forms of sealing strips that may be used are shown in Figures 9c and 9d.
  • opposing cavities, of cross-sections similar to the respective halves of the seal to be received are cast into each of the mating edges of adjacent slabs.
  • the sealing strip is made of a readily compressible material, and is slightly larger in appropriate dimensions than the cooperating cavities, so that the seal will be tightly compressed when the slabs 40, 41 are clinched together.
  • the cross-sectional length of the seal in the direction of slab width is slightly longer than the comparable cross-sectional length of the channel formed by the opposed cavities, so that the seal 49a will be appropriately compressed by the forces between slabs 40, 41 when they are clinched together.
  • this type of seal is first temporarily stuck in place in the cavity of one of the slabs, as by pasting, etc., before it is joined with the other slab.
  • the arrow shaped form of seal 49b shown in Figure 9d temporary pasting of the seal in one of the opposed cavities is not necessary.
  • the curved edge of the sealing strip may be slightly wider transverse of its centerline than the cavity into which it is to sit, so that it can be easily press-snapped and locked into its cavity in one of the slabs before that slab is joined with its mating slab.
  • the arrowhead shaped edge of the sealing strip may be slightly longer along its centerline than the cavity into which it is to sit, so that this edge will reactively expand slightly transversely of its centerline into tight sealing relationship with its mating cavity when the adjacent slabs are brought into clinched relationship.
  • Other cross-sectional shapes of seals such as circular or nipple and semicircle, etc., with appropriate complementary cavities, may be used in like manner as
  • sealing cavities and cooperating sealing strips can, if desired, be located on the end faces of the slab edges laterally of the tongues and grooves, as at 49c in Figure 9a, or anywhere on the end faces of the slab edges when no special mating connections, such as tongues and grooves, are used. Also, it is to be understood that slabs having cavities for any shape of sealing strip whatever may nevertheless be used for pouring, into the channel formed by the cavitie a settable liquid sealing material, to provide the water tight seal between the vertical edges of adjacent slabs, if desired.
  • connection(s) may be placed laterally of the axial-of-the-wall plane of the aligning rods and "J"-bolts to preclude confrontation of such rods and bolts with the seals.
  • Figures 10-13 illustrate various concrete structures which may be erected by use of the slabs and associated methods of the present invention.
  • the walls of a flood control dam, levee, or sea wall can be provided by two groups 50, 51 of aligned precast concrete slabs constructed in accordance with the present invention, said groups 50, 51 being erected in spaced relation to one another within a comparatively wide ground trench into which an integrating mass 52 of anchoring material such as concrete is poured to flow through the rectangular openings 50a and 51a of said two groups to form a monolithic structure; and the region between the two groups 50, 51 of concrete slabs may be filled with earth or sand 53 to provide a massive barrier of high structural strength between a body of water 54 and adjacent dry terrain 55.
  • the slabs in this application of the invention may be tapered and reinforced in the manner disclosed for retaining walls, as shown in Figure 5.
  • Horizontal tie/separation bars or rods 50b may also be affixed to the inner faces of the opposing slabs, as more clearly shown in similar appli ⁇ cations in Figures 14a and 14b, for enhancing the stability of the structure during erection and may, if desired, be left thereafter for additional reinforcing.
  • the region between the two groups of slabs 50, 51 may be entirely filled with a pour of concrete.
  • additional generally horizontal networks of reinforcing bars may be cast into the pour 52 between and passing into the trenches to provide additional means for maintaining the slab walls, the intervening floor, and the slab foundation footings in an integral monolithic unit.
  • additional reinforcing elements may be cast in the pour 52 so as to extend upwardly out of" the pour between the slab groups 50, 51 for later encasement of the upwardly extending ends of such additional reinforcing elements in the secondary pour of concrete that will fill the entire remaining region between the two groups of slabs.
  • Such intertieing of separate pours of concrete is a conventional practice in concrete construc ⁇ tion.
  • the individual slabs of slab groups 50, 51 during their own fabrication may have additional reinforcing bars embedded therein so as to extend outwardly from the inner faces of the slabs, with the outwardly extending portions being bent appropri ⁇ ately, also for later encasement in the filling pour of concrete when it.
  • the slabs 50, 51 can be seen to have eliminated the necessity for having to construct and later strip concrete pouring forms, resulting in much'savings of time, materials and labor that would have been required to construct the resulting structure according to conventional methods.
  • a canal for confining the flow of a stream of water 56 may be fabricated by dis ⁇ posing a pair of groups 57, 58 of aligned precast concrete slabs in opposed facing relation to one another, and by integrating the bottoms of said groups 57, 58 by a mass of concrete 59 extending therebetween and through the bottom rectangular openings 57a, 58a of said groups.
  • Each group 57, 58 has the characteristics of a retaining wall such as that previously described with respect to Figure 5, and lies against an adjacent earthen mass 60, 61 respectively.
  • the two groups of slabs 57, 58 are preferably inclined somewhat to the vertical as illustrated in Figure 11, so that the channel provided therebetween is wider at its top than at its bottom.
  • the slabs in this application of the invention may also be tapered and reinforced in the manner disclosed for retaining walls.
  • the slabs of the present invention can also be employed to provide a basement and/or foundation for a building structure as illustrated in Figure 12.
  • the slabs can be aligned within ground trenches that are disposed in various orientations relative to one another, parallel, transverse, or at varying angles to one another, to provide boundary walls 62-65 inclusive, as well as interior walls such as 66-68 inclusive, all of which are disposed entirely or substantially entirely below grade.
  • one or more of the slabs can be of special configuration to provide openings in which doors such as 69 and 70 can be installed.
  • Figure 13 illustrates a building construction erected by use of the slabs and techniques of the present
  • exterior walls such as 72, 73 and 74 as well as interior walls such as 75, all of which have only their lowermost portions below grade with the re ain- der of the walls extending above grade, may be erected by placement of plural slabs constructed in accordance with the present invention within ground trenches that are appropriately oriented relative to one another.
  • each slab such as 72a may be internally reinforced by a metallic mesh 72c similar to metal fencing material, and pairs of slabs 72a, 72b so constructed may be disposed within parallel, relatively closely adjacent or merging ground trenches, to provide a double wall construction.
  • Horizontal tie/separation bars or rods 72d may also be affixed to the. inner faces of the opposing slabs for similar reasons as given for the flood control dam appli- cation shown in Figure 10.
  • the tie/ separation bars or rods 72d have bifurcated end portions 72e integral therewith and extending transversely of the length of the bars or rods so as to enable them to pass over bolts 72f embedded in or otherwise fastened to the inner faces of the slabs for proper positioning of the tie/separation bars or rods.
  • the bolts 72f may be thread ⁇ ed on their protruding ends to receive nuts, as shown in Figure 14b, to fasten the bars or rods 72d firmly to the slabs.
  • the tie/separation bars or rods may be provided with other forms of fastening means, as desired, and may be made adjustable in length for more precise spacing of the slabs, as by making the bar in two sections connected by a turnbuckle, for example.
  • the intervening space between the slabs 72a, 72b may be filled if desired with various
  • OMPI types of materials including sand, insulating material, radiation protection material, etc., or may be left as an air space.
  • the top edge of each slab is provided with a depression 27 of the type previously described with respect to
  • FIG. 2 which receives a roof beam 73' for supporting a roof structure of the type generally depicted in Figure 13.
  • Figure 14b shows another double wall construction which may be employed in accordance with the present invention.
  • the outer group of slabs 74a has a greater height than the inner group of slabs 74b
  • the lower ends of the two groups are each disposed below grade (indicated by ground level line 77) as in the other embodiments of the invention, and are integrated with one another by a mass of concrete which forms the interior floor 78 of the structure and which flows continuously from the floor portion of the structure through the hori ⁇ zontal rectangular openings at the bottom of each,slab as indicated at 79 and 80.
  • the region between the two slab groups 74a, 74b can be filled with sand or other appropriate material.
  • generally horizontal concrete slabs 81, 82 can be disposed in spaced relation to one another to extend across the top of slab group 74b into abutting relation with slab group 74a and the region therebetween can be filled with a further mass of sand 83 or other material.
  • walls and ceiling which are effec ⁇ tively four feet thick can be fabricated by the techniques shown in Figure 14b by employing six-inch thick concrete panels having three feet of filler material therebetween.
  • the rectangular openings such as 84 through which the integrating mass of concrete flows at the bottom of each slab can have curved edges such as 85 rather than straight edges, and can open as at 86 into the lowermost edge of each slab.
  • the opening 86 actually depicted in Figure 14b has a
  • OMPI width which is only a fraction of the horizontal dimension of the opening 84, but the width of opening 86 can be increased to be as wide as, or substantially as wide as the horizontal dimension of the rectangular opening at the bottom of each slab.
  • the openings 86 into the base edge of the slabs may be used both for facilitating the flow of wet concrete from one side of the trench to the other through the slabs and for additional intertieing of reinforcing bars on both sides of the trench, for appli- cations requiring heavy reinforcing.
  • the tie/separation bars or rods 87 are similar to those shown at 50b and 72d in Figure 10 and 14a.
  • Figures 15a and 15b illustrate a freeway divider employing a preferred form of divider slab 90 fabricated in accordance with the present invention.
  • Figure 15b is a cross-sectional view along the line b-b of Figure 15a. Both figures show such divider slabs assembled in a trench as they appear just prior to, and ready for, the pour of encasing wet concrete.
  • the cross- sectional shape of this freeway divider slab is geo ⁇ metrically symmetrical and arrow shaped in its vertical direction, with the head of the slab 90* comprising a narrow top surface 91, from which downwardly and outwardly flaring, concave side surfaces 92 extend to meet narrow vertically disposed side surfaces 93.
  • the shape of the freeway divider slab's head portion as just described is conventional.
  • the combining of the conventionally shaped head of the slab with a base footing of the type of the present invention, along with the other features now to be described, comprises my improvements over the conven ⁇ tional freeway divider.
  • the slab At the lower edges of the side surfaces 93 the slab jogs in horizontally to meet the base footing portion 94 of the slab, in which is located the elongated rectangular shaped flow-through opening 95 which is similar to the other such flow-through openings already discussed above.
  • Reinforcing bars 96 which extend vertically through the upper portion of the slab exit at their lower ends into the flow-through opening 95, where they are bent generally horizontally to extend outwardly in opposing directions for extension into the trench.
  • the slabs may be .otherwise reinforced throughout in a conventional manner, if desired.
  • FIGS 16a and 16b illustrate still another, and most basic, form of slab according to the present invention, a simple base footing slab. This type of base footing slab is for use where, for any reason, it is desired to have the associated wall structure constructed in a conventional manner of brick, stone, concrete block, cinder-block, etc.
  • the simple base footing type of slab shown in these figures can be used for all kinds of walls, including curtain walls, retaining walls, load-bearing walls, building foundation walls, exterior building walls, etc., as may be desired.
  • this type of slab is.shown being used in a basement construction, for the sole reason that such a construction is considered as being most ideally suited for revealing its many advantages over more conventional types of construction. From the discussion to follow it will be readily apparent how this type of slab according to the present invention may be used in constructing other types of masonry walled struc ⁇ tures.
  • Figures 16a and 16b show how simple base footing slabs 100 can be used in constructing a basement where the basement floor 101 and the base footing slabs are to be joined by a single pour of wet concrete into a monolithic floor/foundation structure level with the top of the base ⁇ ment floor, and with a cinder-block, brick, or other multi-block masonry wall being built directly over the base footing slabs starting level with the top of the basement floor pour.
  • Figure 16a is a longitudinal view of a number of such simple .base footing slabs 100 assembled in a trench 102 at the start of an encasing pour of wet concrete.
  • Figure 16b is a cross-sectional view along the line b-b of Figure 16a.
  • the trench 102 and basement floor cut 103 are first dug to rough grade with an extra margin of depth in the trench 102 for the placement of a bed of sand or gravel 104 which is to be leveled to the proper elevation for receiving the base footing slabs 100.
  • the elevation chosen to which the bed of sand or gravel 104 will be leveled may vary, but is preferably such that when the base footing slabs 100 are placed in position on the bed of sand or gravel the top surfaces of the base footing slabs will come up exactly to, or slightly above, the elevation planned for the top surface of the basement floor pour.
  • the height, as well as the other dimensions of the simple base footings may, of course, also be varied according to the structural requirements for individual buildings and foundation conditions.
  • each such elevation for the top surfaces of the base footing slabs there are advantages for each such elevation for the top surfaces of the base footing slabs.
  • the top surfaces of the base footing slabs can be used as a guide for screening the common floor and trench pour to the design grade of the basement floor pour 101.
  • the junctures 105 of the top edges of the base footing slabs with the adjacent floor and trench pour will clearly show after the setting of the pour, so as to serve as a wall aligning guide to the masons for laying the bricks or blocks of the basement walls directly and accurately over the center of the footings.
  • the thickness of the simple base footing slabs is the same or greater than the design thickness of the basement wall. If the elevation chosen for the bed of sand or gravel 104 is such that the top surfaces of the base footing slabs come up slightly above the elevation planned for the basement floor pour, the built-in alignment -guides for laying the brick or block of the basement walls will be even more pronounced.
  • the bed is then compacted and leveled to that elevation.
  • the base footing slabs 100 are properly aligned in the various runs of trenches and clinched together in a continuous network by the "J"-bolts 106, to rigidly stabilize the whole base footing structure preparatory to the pour of wet concrete.
  • the pouring of wet concrete 107 onto the floor cut 103, down into the trenches 102, and through the flow-through openings 108 in the base footing slabs can be commenced to embed the several base footing slabs into a monolithic foundation structure including the basement floor. After the foundation structure, or a significant portion thereof, has adequately set, the laying of brick or blocks 109 for the basement walls can be commenced.
  • buildings without basements where a concrete floor is placed directly on the ground, and which are desired to have brick, block or stone exterior walls, can also be constructed using simple base footing slabs according to the method just described.
  • Interior simple base footings either connected to the peripheral base footings or not, as desired, can also be incorporated into the monolithic floor/foundation structure along proposed interior wall lines, and other ⁇ wise, for giving additional support to such interior walls and areas of the building that may be subjected to heavy floor loads.
  • the simple base footing slab can also be adapted to the construction of other conventional designs of brick or block buildings constructed without basements.
  • a modified simple base footing slab may be used wherein the vertical dimension of that portion of the slab above the flow- through opening, designated by the dimension "x" in Figure 16a, can be increased to extend the slab somewhat above ground level and the level of the common floor and trench pour, to form with like modified adjacent slabs an above ground load-bearing skirt wall extending only a few feet above ground all around the building and support ⁇ ing an exterior brick or block wall thereabove.
  • a con ⁇ struction such as this is shown in Figure 16c wherein 104a indicates the bed of sand or gravel on which the slabs 100a are leveled and aligned, 107a the common floor and trench pour, lOOy the skirt wall formed by increasing the vertical dimensions of the simple base footing slab above the flow-through opening, and 109a the brick or block wall. Since, in this type of construction, the simple base footing slabs extend out of the trench pour and, therefore, will be directly exposed to weather and outside drainage conditions, it is preferable that the slabs be provided with some form of sealing means along their vertical edges as discussed in regard to Figures 9a through 9d.
  • Modified simple base footing slabs having their upper portions somewhat extended such as discussed above and shown in Figure 16c can also be used in basement-less structures having a concrete floor spaced above the ground, as may be desired in areas subject to possible high ground water problems.
  • One such construction is shown in Figure 16d.
  • plain modified simple base footing slabs 100b similar to the slabs 100a of Figure 16c are embedded monolithically with one another, to the ground line, in trench 102b by a pour of wet concrete, similarly as described above in connection with the structures shown in Figures 16a, 16b and 16c, except that no ground level floor is poured integrally therewith.
  • any simple type of expendable form such as indicated at 110, 111 and 112 in Figure 16d is placed in the close defined by a number of the exterior base footing slabs 100b, the next adjacent
  • SUBSTITUTE SHEET OMPI generally parallel group of interior base footing slabs (not shown) , and two adjacent groups of interior base footing slabs (also not shown) which are generally parallel to one another and mutually generally perpendicular to both the line of exterior base footing slabs and the said next adjacent generally parallel group of interior base footing slabs.
  • the interior base footing slabs can be designed of a height to come up only to the level of the top of the horizontal floor form member 111, so that a continuous floor may be poured throughout the building, passing over and resting for support on the tops of said interior base footing slabs.
  • the floor slab 101b is supported along the exterior base footing slabs by a downwardly extending leg 113 of concrete which is poured integrally with the floor slab 101b, and rests at its lower end on the pre ⁇ viously set trench pour 107b.
  • the interior faces of the exterior base footing slabs 100b cooperate with the downwardly extending form member 110 to dispense with the necessity for an outer form member for forming leg 113 of the floor pour.
  • the floor slab may be additionally supported on the trench pours along the interior base footing slabs by downwardly extending legs similar to 113, this should not be necessary in most cases, because the interior support of the floor slab given by the interior base footing slabs will be adequate.
  • no vertical formmember such as 110 will be necessary along the interior base footing slabs, and the horizontal form member 111 can be abutted directly against such interior base footing slabs with the top surface of the form member 111 being level with the top surfaces of the interior base footing slabs.
  • the form supporting members indicated at 112 will not be specifically described since they are intended only to represent any and all conventional manners of supporting above ground concrete floor forms.
  • Figures 16e shows a further modified form of simple base footing slab 100c which is especially adapted for use in the construction of conventional brick or block basement-less buildings having a concrete floor spaced above the ground, similar to the construction just discusse above and shown in Figure 16d.
  • the basic difference in these two constructions is that the construction shown in Figure 16e employs a simple base footing slab 100c which has on its interior face an integrally cast ledge 114 which extends horizontally of the width of the slab 100c, parallel to both the upper and lower edges of the slab, with the lower edge of ledge 114 being either spaced upwardly of and clear of the trench pour 107c, or extending down to or slightly into the trench pour, depending on the amount of space between the ground line and the bottom of the floor pour, according to the design of the specific building involved.
  • this ledge is to support the floor slab 101c both while it is being poured and permanently thereafter, without the necessity of any side pouring form member such as 110 in Figure 16d.
  • Such ledges can also be cast along the upper sides of interior base footing slabs, if considered necessary in the design of a given building, for extra support of the floor slab 101c.
  • the length of the ledges on exterior and interior base footing slabs which do not intersect other base footing slabs can be coextensive with the slabs.
  • the length of the ledges can be interrupted for proper mating, as shown in Figure 16f, where examples of interior base footings lOOd with ledges 114, and lOOe without ledges, are shown inter ⁇ secting exterior base footings 100c having such ledges.
  • Figure 16f shows examples of interior base footings lOOd with ledges 114, and lOOe without ledges, are shown inter ⁇ secting exterior base footings 100c having such ledges.
  • the showing of two interior groups of base footings lOOd and lOOe so close in Figure 16f is for convenience of illustration only. It is to be understood that the common floor and trench pour shown in Figures 16a, 16b, and 16c may be reinforced by intertied networks of reinforcing bars, some of which pass from the floor into the trench and through the flow-through openings of the base footing slabs, as discussed earlier in this specification.
  • the separate floor and trench pours shown in Figures 16d and 16e may also be reinforced with reinforcing bars.
  • additional reinforcing elements may be cast into the trench pour shown in Figure 16d, and into the ledges 114 and the interior base footing slabs shown in Figures 16e and 16f, so as to extend upwardly out of those members and into the pour of the floor slabs 101b and 101c, for encasement in the floor slabs when they set, for enhancing the rigidity of a given overall struc ⁇ ture, which such intertieing of separate pours of concrete is a conventional practice in concrete construction.
  • a conventional wooden floor may be substituted for the concrete floor shown by running floor joists onto the ledges 114, for supporting conventional wooden subflooring over which a finished wooden floor can be placed.
  • other types of conventional floors can be adapted for support on such ledges 114.
  • FIGs 16a, 16b, 16c, 16d or 16e at appropriately spaced intervals, exterior base footing slabs such as slab lOOf in Figure 16f, which may be of less width than the others, but are thicker, can be inserted to serve as pilasters for conventional purposes. It is felt that other adapta ⁇ tions of the simple base footing slab to conventional methods of building construction should readily appear to those skilled in the art. The adaptations disclosed above have been included herein to demonstrate some measure of the potential versatility of such simple base footing slabs. The various structures thus far described all use rectangular slabs of generally planar configuration and generally uniform width throughout.
  • the rectangular precast slabs of the present invention can be fabricated to exhibit a curvature in horizontal and/or vertical directions, such as might be employed in the construction of silos, wells, culverts, underground utility passageways, tunnels, underpasses, etc., or can also be fabricated to exhibit varying widths between the upper and lower edges of each slab.
  • a curvature in horizontal and/or vertical directions such as might be employed in the construction of silos, wells, culverts, underground utility passageways, tunnels, underpasses, etc.
  • Figures 17a, 1,7b and 17c One such alter ⁇ native slab configuration, and a type of concrete structure which can be assembled by use of such modified slabs.
  • a plurality of horizontally and vertically curved slabs 120 tapering symmetrically inwardly in width upwardly from a wider base width, and each of which is provided with complementarily shaped vertical edges 121 having, for example, the tongue and groove and seal configurations such as previously described can be assembled in side-by-side relation to one another in a substantially circular ground trench 122 to form an igloo-type structure.
  • anchoring materials either permanent or semipermanent in nature may be used, including materials that can be removed at a later date mechanically or otherwise, to
  • the anchoring - material 125 can comprise a high strength portland cement concrete such as would be most appropriate for the other embodiments of the invention or, if design. criteria permit, a structural light-weight concrete which would have less, but adequate, strength and better insulating characteristics for the floor. Any conventional floor covering, such as asphalt tile could be added.
  • the anchoring material 125 can comprise materials such as polyurethane foam which has the desirable characteristics of being both a good insulating material and a substan ⁇ tially waterproof material.
  • the floor and trench pour be provided with a thin covering of abrasive resistant and structurally firm material, such as wood and/or concrete, etc.
  • the trench may be merely back-filled with the soil previously removed in digging the trench, since this type of struc ⁇ ture is basically self supporting, and an impermeable plastic membrane, bonded along its periphery to the inner face of the structure, at ground level, by an appropriate sealing compound, can serve as the floor of the structure.
  • One or more of the slabs 120 can be provided with a comparatively large opening 126 disposed adjacent to but entirely above ground level 127 to act as a doorway, and one or more of said slabs 120 can be provided with another opening such as 128 adapted to act as a window.
  • the uppermost edges of the assembled slabs define a generally circular opening having a diameter which is significantly less than the diameter of the structure at ground level 127, and this uppermost central opening can be closed by a domed cap 129 of precast concrete which rests on a shoulder 130 provided near the top edge of each slab, and which is adapted to be attached to the several slabs by cooperating clips and/or bolts of the types generally depicted at 131, 132 and 133.
  • the vertical curvature of the slabs 120 can be stopped at the ground level 127, so that the lower base footing portions of the slabs may together form a vertical and circular skirt 134 of constant diameter extending down into trench 122, as shown in Figure 17a.
  • sealing material can be provided between the adjacent elongated edges of the several slabs 120, as well as between the uppermost edges of slabs 120 and cap 129 and, in addition, connector clips can extend across the junctions between adjacent slabs to assist in fastening the slabs to one another and drawing them tightly together.
  • Openings can be precast in the modules to make the sections compatible with common and easily obtainable handling devices such as forklifts, A-frames , dollies, cherry pickers, cranes, flatbed trucks, etc.
  • the inter ⁇ locking edge grooves in the wall and roof slabs are designed for nonchipping and are adapted to quickly and
  • Precast standardized close tolerance alignment holes are conveniently located for inserting additional reinforcement rods and these rods can be used for rapid and accurate aligning, leveling, and tying together of two or more series of slabs.
  • the base-footing in the wall slab is designed to provide optimum stress and shear values for walltype constructions.
  • the cutaway section at the base of each slab allows for the free passage of wet concrete to encapsulate the lower section of the slab as a part of the building foundation and/or footing, and this base-footing feature eliminates the need for the costly and time-consuming practice of setting up and dismantling foundation forms.
  • precast components of the type described from a manufacturing site to a con ⁇ struction site can be accomplished at a lower rate than can be effected to transport an equivalent amount of wet concrete and reinforcing materials.
  • Flat bed trailers with inexpensive removal racks can be used for transporting the modules to a construction site, then left loaded at the construction site while the tractor returns an empty trailer to the manufacturing site, thereby eliminating need for wet concrete carriers that are subject to the high cost of capital expense, maintenance, and driver stand-by time prior to and during a concrete pouring activity.
  • the exact amount of precast concrete to be transported can be predetermined, in contrast to wet-carriers which, on many occasions, have excess material that must be discarded as waste.
  • modules of the present invention and concrete structures erected by use of such modules, effect major cost savings while achieving the fabrication of configurations which are in any cases far stronger than those built by prior art techniques.
  • precast base footing slabs disclosed in this specification have been described as being cast of concrete and, except for certain applications of the igloo-type structure, monolithically joined to floors and/or founda ⁇ tions by concrete, it is considered to be within the contemplation of this invention that any of these types of slabs may be cast of any available moldable material suitable for any uses of the structures disclosed, with any type of compatible anchoring material.
  • any individual auxiliary feature, or combinations thereof, such as tongue and groove connections, sealing arrangements, ties, etc., or methods disclosed in connection with any one type of slab or structure disclosed may, under appropriate conditions, be left out of the structures with which they are shown or mentioned, or be used with any other type of slab or structure disclosed or similar thereto.
  • "J"-bolts or their equivalents be used in all cases to rigidly clinch adjacent slabs together preparatory to the anchoring pour, such clinching of the slabs is not considered an absolute requirement of this invention.

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Abstract

Une structure en beton est erigee en prefabriquant une pluralite de dalles en beton de construction sensiblement identique et relativement massive (S) ayant chacune une ouverture rectangulaire allongee (20) et une pluralite d'alesages (22, 24, 25) perces et s'etendant dans l'ouverture, en transportant les dalles en beton prefabrique (S) depuis un point de fabrication jusqu'au site de construction, en creusant une tranchee de fondation (12) a l'endroit de la construction, et en placant successivement les dalles en beton prefabrique (S), une par une, suivant une orientation sensiblement verticale dans cette tranchee (12), les ouvertures rectangulaires respectives (20) de ces dalles etant toutes situees en dessous du niveau du sol dans la tranchee (12), en passant des elements rigides (23, 15) au travers des alesages (22, 24, 25) dans des dalles (S) adjacentes pour aligner ces dalles (S) les unes par rapport aux autres et les fixer mecaniquement entre elles, apres quoi l'ancrage des dalles pour les maintenir en place s'effectue en coulant ou pompant un materiau d'ancrage coulant tel qu'un beton mouille dans la tranchee (12) pour la remplir, le beton mouille pouvant passer d'un cote a l'autre de chacune des dalles (S) au travers de l'ouverture rectangulaire allongee (20) amenagee dans chaque dalle. Des configurations preferentielles de dalles, ainsi que des structures caracteristiques en beton pouvant etre assemblees en utilisant de telles dalles, sont decrites.
PCT/US1981/000727 1981-06-01 1981-06-01 Panneaux en beton prefabrique a usages multiples et procedes de construction de structures en beton les utilisant WO1982004273A1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
EP81901849A EP0079887B1 (fr) 1981-06-01 1981-06-01 Panneaux en beton prefabrique a usages multiples et procedes de construction de structures en beton les utilisant
PCT/US1981/000727 WO1982004273A1 (fr) 1981-06-01 1981-06-01 Panneaux en beton prefabrique a usages multiples et procedes de construction de structures en beton les utilisant
BR8109025A BR8109025A (pt) 1981-06-01 1981-06-01 Paineis de concreto premoldado de diversas aplicacoes e processos de construcao de estruturas de concreto empregando os mesmos
AT81901849T ATE39518T1 (de) 1981-06-01 1981-06-01 Vorgefertigte mehrzweckbetonpaneele, sowie verfahren zur konstruktion von betonbauwerken unter verwendung derselben.
DE8181901849T DE3176958D1 (en) 1981-06-01 1981-06-01 Multi-purpose precast concrete panels, and methods of constructing concrete structures employing the same

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
PCT/US1981/000727 WO1982004273A1 (fr) 1981-06-01 1981-06-01 Panneaux en beton prefabrique a usages multiples et procedes de construction de structures en beton les utilisant
WOUS81/00727810601 1981-06-01

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EP (1) EP0079887B1 (fr)
AT (1) ATE39518T1 (fr)
BR (1) BR8109025A (fr)
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WO (1) WO1982004273A1 (fr)

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GB2245629A (en) * 1990-07-06 1992-01-08 Leonard David Foresy Concrete blocks
SG109988A1 (en) * 2002-09-06 2005-04-28 Eng Shyan Toh Pre-cast panel and a method of constructing a wall structure using pre-cast panels
FR2936262A1 (fr) * 2008-09-23 2010-03-26 Rector Lesage Procede de construction d'un batiment, element prefabrique pour la mise en oeuvre dudit procede et batiment obtenu
US9234349B1 (en) 2013-08-30 2016-01-12 Convergent Market Research, Inc. Concrete panel system and method for forming reinforced concrete building components
DE102012102515B4 (de) * 2012-03-23 2016-04-14 F&F Agrarbau GmbH Wandelement
CN110258831A (zh) * 2019-06-25 2019-09-20 南京长江都市建筑设计股份有限公司 一种预制混凝土外挂墙板结构底部排水结构及施工方法

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US10605402B2 (en) 2017-01-17 2020-03-31 GreenShield Industries Rebar reinforced foundation systems with embedded leveling vials
DE102018119213B4 (de) * 2018-08-07 2020-07-02 Berthold Kuhnle Bauunternehmung GmbH u.Co. Verfahren zur Herstellung eines Bauwerks
CA3089979A1 (fr) * 2019-08-20 2021-02-20 1563100 Alberta Ltd. Systeme d'isolation pour un batiment

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CN110258831A (zh) * 2019-06-25 2019-09-20 南京长江都市建筑设计股份有限公司 一种预制混凝土外挂墙板结构底部排水结构及施工方法
CN110258831B (zh) * 2019-06-25 2024-05-03 南京长江都市建筑设计股份有限公司 一种预制混凝土外挂墙板结构底部排水结构及施工方法

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DE3176958D1 (en) 1989-02-02
BR8109025A (pt) 1983-05-10
ATE39518T1 (de) 1989-01-15
EP0079887A4 (fr) 1985-10-14
EP0079887A1 (fr) 1983-06-01
EP0079887B1 (fr) 1988-12-28

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