IL31617A - Modular building construction - Google Patents

Modular building construction

Info

Publication number
IL31617A
IL31617A IL31617A IL3161769A IL31617A IL 31617 A IL31617 A IL 31617A IL 31617 A IL31617 A IL 31617A IL 3161769 A IL3161769 A IL 3161769A IL 31617 A IL31617 A IL 31617A
Authority
IL
Israel
Prior art keywords
building
modules
horizontal
chases
side walls
Prior art date
Application number
IL31617A
Other versions
IL31617A0 (en
Original Assignee
Comm D
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 Comm D filed Critical Comm D
Publication of IL31617A0 publication Critical patent/IL31617A0/en
Publication of IL31617A publication Critical patent/IL31617A/en

Links

Classifications

    • 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
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34807—Elements integrated in a skeleton

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Building Environments (AREA)

Description

BUILDING Abstract of the Disclosure A building constructed from a number of prefabricated Each of the modules has solid spacing ribs on its outer which ribs cooperate with similar ribs adjacent modules to define a series of spaces between jacent The modules are stacked and arranged to a building and selected spaces defined by adjacent sets of cooperating spacing ribs are filled with poured concrete to form support columns for the This invention relates to a building construction in which a number of building modules are arranged to the Advantages of this Invention There are numerous advantages to a system in prefabricated building modules are arranged to form a building For conventional building structures require the erection of the insertion of reinforcing steel and the pouring of concrete to construct the building framework at the The modular construction of the present invention requires only a basic support underlying the entire and conventional building framework is not required or the modular building construction of the present invention obviates the problem of damage to mechanical facilities which often occurs with prior art reinforced concrete For in prior art conduit and duct work are generally stalled in the concrete forms before the concrete is Often these components will be damaged during the pouring of the and in order to repair the damage after it is necessary to tear up the In as is described with the modular building construction of the present the mechanical facilities are after the modules are in In this alterations or repairs to mechanical facilities are simplified and can be made without tearing up the in accordance with the illustrative embodiment of the present the modules are cast of concrete so that all interior surfaces are completely there is no need to apply plaster or other wall surfacing to the interior walls of Such modules are and the arrangement of the modules according to the present invention provides excellent soundproof In the illustrative some of the modules are the size of a small room so that they can be finished and equipped as a complete room unit subsequent to casting these modules assembled at the site without need to install additional interior The only remaining installation required is the connecting of mechanical Various other advantages of the modular buildin construction of the present invention will become from the following description Summary of the Invention In accordance the present there is provided a building comprising a number of prefabricated building modules having a horizontal wall member and at least two vertically disposed side Each of the modules has solid means extending outwardly from the exterior surface of at least one of the opposing side to provide space between the sides of adjacent The solid spacing means each module is in contact with the adjacent modules to define chases for receiving a hardenable such as A hardenable material fills some but not all of the chases to connect adjacent modules to each other and to provide support columns for the The spacing means in the illustrative embodiment of the invention comprise ribs having the same lateral location on respective sides of When modules are placed one above the the contacting ribs of adjacent modules form continuous vertical chases for receiving the hardenable use of support columns formed by pouring a hardenable material in selected chases defined between adjacent modules is and offers a modern structure with much air space between adjacent ready access between adjacent modules is provided so that it is not necessary to drill through a thick wall if a service connection is subsequently necessar the In prior art prefabricated systems such as disclosed in Patent and French Patent require that concrete be poured to fill all air spaces between adjacent In such prior art systems the modules must be relatively close to each other otherwise the amount of concrete required to fill all air spaces would be very large and prohibitively The relative closeness of adjacent modules of such prior art systems does not allow much space for chanical and in addition limits the soundproofing qualities of the In the illustrative the exterior of the opposing sides of the modules are bevelled with respect to a vertical This expedient achieves a mechanical purchase between the modules and the hardened material between adjacent and makes it possible provide the hardened material in only selected chases between adjacent The A more detailed explanation of the invention is provided in the following description and and is illustrated in the accompanying in Figure 1 is a perspective view of a building structed in accordance with the principles of the present Figure 2 is a fragmentary perspective view of a single module about to be positioned on a base Figure 3 is an isometric partially exploded and partially in of a portion of the building of Figure 4 is an enlarged fragmentary end elevation of a pair of building modules in position adjacent each Figure 5 is a fragmentary end elevation of a number of building modules after they have been arranged and stacked to form a portion of a building Figure is a side elevation of a building struction with the modules in Figure 7 is an enlarged fragmentary side taken partially in of a portion of the building construction of Figure Figure 8 is a top sectional view of a portion of one floor of a building of Figure Figure is an enlarged fragmentary end elevation of four adjacent modules in position with reepect to each other with a transverse beam being and 10 is an enlarged fragmentary side elevation of a floor and ceiling connection according to the principles of the present Description of Specific Embodiment The buildin 20 illustrated in Figure 1 is formed of a number of modules 22 which are stacked vertically and aligned Each of these modules 22 is formed of reinforced concrete and has solid spacing ribs 26 and 28 seen Figures integrally cast therewith and extendin outwardly from the side walls and top wall 3 The spacing ribs of each module have the same lateral location on respective side walls and and on top wall In this spacing ribs of adjacent modules can be placed in contact with each other and vertical chases will be formed between adjacent Such chases provide air space to achieve soundproofing qualities and also within selected chases there is poured concrete when provides support columns for the The internal corners and 39 are coved to achieve maximum The external surfaces 40 and 41 of side 30 and 32 are bevelled with respect to a vertical as shown most clearly in Figure This expedient is useful to provide a positive mechanical purchase when the concrete is poured between the side walls of adjacent In the illustrative the spacing ribs on the top wall of the modules contact the flat undersurface of the module directly The air spaces between vertically adjacent provide excellent soundproofin qualities and mechanical facilities can be provided in both the vertical and horizontal chases formed between adjacent If concrete may be poured to fill some of the horizontal As shown in Figure inserts 46 are provided to close the openings defined by vertically adjacent Trim 47 is connected the otherwise exposed ends of inserts 46 at building to provide an attractive As best seen in Figures 4 and the walls of each define four apertures which extend the entire length of the and are preferably located near the corners formed by adjoining walls of the These apertures are provided in a manner so that when modules are aligned end to the apertures defined by module will register with the apertures by the adjacent modulesj thereby providing openings for tie rods 60 Figure connecting to end modules to each Nuts 62 are screwed onto the ends the tie rods to retain them within the Such tie rods provide additional support for the Where a hallway is floor planks 66 and planks may be inserted as shown most clearly in Figures 3 and floor and ceiling planks also define apertures for receiving the tie rods and the ends 69 of the planlcs are cemented to the ends of the contacting modules A typical floor plan is illustrated in in which twelve modules are aligned provide an efficiency a apartment 70 includes a living area a dining entrance hall 80 and a bathroom The apartment includes a living room area a kitchen two bedrooms an entrance hall two bathrooms 93 a large closet and a balcony 96 The modular units are formed by pouring concrete into molds in which are positioned the necessary reinforcing steel After the modular units are certain special including kitchen and bathroom counter plumbing heating and windows and ceramic lighting are The module can now be shipped the site of construction and it can be placed in a predetermined position with all of the interior fixtures already in The construction of the building commences with the preparation of the underlying support structure as shown most clearly in Figure In the embodiment structure 42 is poured in monolithic The first module is then set in and any mechanical facilities which are to be connected to the first unit or adjoining units are set in Reinforcing steel is set in the areas in which structural columns will In some transverse beams are To this some of the modules are formed with sections of the spacing ribs as shown in Figure In this when two rows of modules have been mold members 101 and 102 are placed in opening 100 at the bottom reinforcing rode 103 are placed in the and concrete in the opening to provide transverse beams To facilitate placement of the mold member 101 may be trapezoidal in cross section and member 102 may be a parallelogram in cross They may be formed of any suitable Once the first unit is set in adjacent units are then set around Concrete is thereupon poured in the where reinforcing has previously been to form support columns Additional units are subsequently as called for in the As a specific in the illustrated of the the modules are twelve feet wide by eight feet high by ten feet These dimensions can of course be ithout departing from the In the illustrative each module is reinforced concrete as a single monolithic Such construction provides excellent fireproof quality and production It is to be understood that the embodiment shown is illustrative purposes and modifications or substitutions may be made without departing from the spirit and scope of the present insufficientOCRQuality

Claims (1)

1. P.A. 31617/11 WHAT IS CLAIMED ISi 1. A building which comprises! gridwork of horizontal beams extending throughout the area underlying said building; means for supporting said gridwork upon the ground; a plurality of horizontal rows of prefabricated building modules at each of a plurality of floor levels in said building, each of said prefabricated building modules having a horizontal wall member and at least two opposing, vertically disposed side walls, said horizontal wall member and vertical side walls enclosing habitable space therebetween, the bottom rows of said prefabricated building modules being supported at the first floor level by said gridwork of horizontal beams, modules at all floor levels having solid spacing means extending outwardly from the exterior surface of at least one of said opposing side walls to provide spaces between the side walls of all building modules and the immediately adjacent modules in all of said horizontal rows, solid spacing means on modules in each of said horizontal rows being in contact with adjacent modules to define vertical chases that extend continuously from the bottom to the top of said building, some but not all of said continuous vertical chases bj^ln filled with a flowable^ hardenable material to form vertical support columns prising from said gridwork' to the top of the building, the remainder of said continuous vertical chases being devoid of said flowable, P.A. 31 I7 II hardenable material* selected ones of said latter chases containing utility lines for servicing said building; and a plurality of horizontal beams extending between and supported by said vertical support columns at each floor level of the building above said first floor level to provide additional lateral stability for said vertical columns, 2. The building of Claim 1 in which all said prefabricated building modules in said building have solid spacing means as there described extending outwardly from the exterior surface of at least one of their said opposing side walls. 3· "Hie building of Claim 1 in which some of said prefabricated building modules in said building have solid spacing means as there described extending outwardly from the exterior surfaces of both their said opposing side walls* The building of Claim 1 in which all said prefabricated building modules in said building have said solid spacing means extending outwardly from the exterior surfaces of both their said opposin side walls. 5* The building of Claim k in which each of said solid spacing means is in contact with the solid spacing means of adjacent prefabricated building modules to define said vertical chases* 6. The building of Claim 1 in which each of said prefabricated building modules has a bottom wall and a top wall* 7. The building of Claim 6 in which each of said top walls on said prefabricated building modules carries solid spacing means to provide horizontally-extending chases between the top of said module and the vertically adjacent module immediately above it, said horizontal chases extending continuously from one side of said building to the other, some of said horizontal chases containing said flowable, hardenable material to form horizontal beams extending between and supported by said vertical support columns* and the remainder of said horizontal chases being devoid of said flowable, hardenable material* 8* The building of Claim 7 in which said solid spacing means on each top wall of said prefabricated building modules is in contact with the exterior surface of the bottom wall of the vertically adjacent module immediately above it and the continuously extending horizontal chase defined thereby is completely filled with said flowable* hardenable material to form a horizontal beam that is in contact with and helps to support said vertically adjacent module* 9. The building of Claim 1 in which sections of said solid spacing means are omitted* and mold means extending from the exterior surface of the side wall of one of said building modules to the exterior surface of the side wall of the adjacent module is positioned at the bottom of the spaces where said sections of P.A. 31617/11 continuously through said spaces from one side of the building to the other( said horizontally extending chase being filled with said flowable, hardenable material to form a horizontal beam extending between and supported by said vertical support columns. 10. The building of Claim 1 in which said flowable hardenable material is poured concrete and said concrete is reinforced with steel reinforcing rods. 11. The building of Claim 1 in which each of said prefabricated building modules has a plurality of tie rods extending from one end of said module into a horizontally adjacent module. 12. The building of Claim 1 in which at least a portion of the exterior surface of each of said Opposing side walls of all said prefabricated building modules is bevelled upwardly and outwardly with respect to a vertical plane, to provide a positive mechanical purchase between said side walls and the vertical support oolumns formed of flovable« hardenable material* 13· For use in a building as defined in any Of the preceding claims* a prefabricated building module having a horizontal wall member and at least two opposing* vertically disposed side walls* said horizontal wall member and vertical side walls enclosing habitable space therebetween* the otS&er surfaces of at least a portion of two of said side walls located on opposite sides of the module being P.A,31617/II bevelled upwardly and outwardly with respect to a vertical plane, said building module having a plurality of solid spacing ribs extending outwardly from said exterior surfaces* each of said ribs having an outer surface complementary in configuration to the cross-sectional shape of the aide wall on the opposite side of said module, so that said rib abuts the side wall of the immediately adjacent module when both said modules are installed in place in a building and thereby provides vertical chases between exterior surfaces of adjacent modules, into selected ones of which chases a flowable, hardenable material can be poured to form vertical support columns for the building* l . A prefabricated building module as described in Claim 13» at least one o the walls of said module defining a plurality of holes extending horizontally from one end of said module to the other end for receiving tie rods which extend into holes defined by similar adjacent modules* 15· A method of constructing a building of the type defined in any one of Claims 1 - 12, which comprises the steps of casting from a flowable, hardenable material a plurality of rectilinear modules having a horizontal wall member and at least two vertically disposed, opposing side walls, said horizontal wall member and vertical side walls enclosing habitable space therebetween said opposed side walls havin solid spacing means extending outwardly ttijMeefromi forming a base structure for supporting said modules; P.A. 31 17 II aligning said modules horizontally; and stacking said modules vertically on said base structure so that said spacing means extending from said side walls form vertical chases between adjacent modules* and pouring a flowable, hardenable material into some but not all of said chases to provide support for the multi-story building that is thus formed, 16· A method of constructing a building as defined In Claim 15» including the steps of extending tie rods horizontally from within one module, out the end thereof, and into a horizontally adjacent module, to provide supplemental support for the resulting structure. 17· A method of constructing a building as defined In Claim 15, including the steps of providing mold structure on said spacing means for supporting horizontal cross beams, and pouring a flowable, hardenable material on said mold structure to form horizontal cross beams at least partially supported by said spacing means* j 18. A method of constructing a building which comprises: constructing a gridwork of horizontal beams supported upon the ground throughout the area to be occupied by said building; prefabricating a plurality of building modules each : of which has a horizontal wall member and at least two opposing, vertically disposed side walls, said horizontal wall member and vertical side walls enclosing habitable space therebetween; disposing upon said gridwork of horizontal beams a plurality of horizontal rows of said prefabricated building modules with j . j solid spacing mean3 positioned between the side walls of adjacent building modules to form vertical chases between said modules in each of said horizontal rows; at each of a plurality of floor levels in said building above said first floor level, supporting a plurality of horizontal rows of said prefabricated building modules upon the next lower ^ow of building modules already incorporated in said building, with solid spacing means positioned between the side walls of adjacent building modules at each of 3aid floor levels to define vertical chases that ex- tend continuously from the bottom to the top of said building;; pouring a flowable, hardenable material into some but not all j of said continuous vertical chases to fill up said chases and^ J make contact with the exterior surfaces of the side walls of •said adjacent modules to form vertical support columns rising from said gridwork to the top of the building, leaving the remainder of said continuous, vertical chases free of said flow-able, hardenable material; positioning utility lines for ser- j vicing said building in selected ones of said latter chases; and positioning a plurality of horizontal beams extending be- , tween and supported by said vertical support columns at each floor level of the building above said first floor level .to provide additional lateral stability for said vertical columns. 19. The method of claim 38 in which the ste sltioning said solid spacing meane is carried out by interposing between adjacent building modules spacing means carried by and extending outwardly from the exterior surfaces of side walls of said prefabricated building modules. '20, The method of claimi9 in which the step of positioning said solid spacing means is carried out by interposing i between adjacent building modules spacing means carried by and extending outwardly from the exterior surface of at least one of said opposing side walls of all said prefabricated buildin j> modules. . . 21,\? The method of claim 19 in which the step of positioning said solid spacing means is carried out by interposing between adjacent building modules spacing means carried11 by and extending outwardly from the exterior surfaces of both said opposing side walls o some of said prefabricated building modules . t½2'. The method of claim 19 in which the step of posi- ■· tloning said solid spacing means is carried out by interposing between adjacent building modules spacing means carried by and 1 extending outwardly from the exterior surfaces of both said opposing side walls of all said prefabricated building modules. 23. The method of claim 22 which includes the step of positioning said prefabricated building modules so that eash of said solid spacing means Is in contact with the solid | spacing means of adjacent prefabricated building modules to j define said vertical chases. ! I 2.. The method of claim 18 in which each of said j prefabricated building modules is provided with a bottom wall, P. A. 316I7 II and with a top wall which carries solid spacing means extending therefrom, and which includes the steps of supporting a horizontal row of said prefabricated modules upon the next lower row of building modules already incorporated in said building; with the exterio surface of said bottom wall of the modules of said horizontal row positioned in contact with said solid J • · i spacing means of the modules at said next lower row to provide j horizontally extending chases between the tops of said next t · lower row of building modules and the modules immediately above them, which horizontal chases extend continuously from one side of said building to the other, and pouring a flowable, harden- able material into some but not all of said horizontal chases to fill up said chases and make contact with the exterior surface of the top wall of one building module and the bottom wall of the building module immediately above It, to form horizontal j beams extending between and supported by said vertical support columns, while leaving the remainder of said horizontal chases free of said flowable, hardenable material. *5. The method of claim 18 which includes removing sections of said solid spacing means, positioning mold means to extend from the exterior surface of the side wall of one of said building modules to the exterior surface of the side wall of the adjacent module at the bottom of the spaces where said Sections of the spacing means are removed, to form a chase i extending continuously through said spaces from one side of j •the building to the other, and filling said horizontally extendin chase with said flowable, hardenable material to form j a horizontal beam extending between and supported by said ■ ■
1 . .' vertical support columns. P.A. 31617 II ·· I ! .26.. The method of claim which includes the steps j of extending t?ie rods horizontally from within one module, outj the end thereof, and into a horizontally adjacent module, to provide supplemental support for the resulting structure. 27.. The method of claim18 which includes the step of bevelling at least a portion of the exterior surface of each of said opposing side walls of 3,1 said prefabricated buildin modules upwardly and outwardly with respect to a vertical plane, to provide a positive mechanical purchase between said side wall3 and the vertical support columns formed of flowable, hardenable material. COHEN ZEDEK & SPISBACH P.O.BOX 33II6 TEL AVIV ATTORNEYS FOR APPLICANT
IL31617A 1968-02-14 1969-02-13 Modular building construction IL31617A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US70539168A 1968-02-14 1968-02-14

Publications (2)

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IL31617A0 IL31617A0 (en) 1969-04-30
IL31617A true IL31617A (en) 1972-02-29

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Family Applications (1)

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IL31617A IL31617A (en) 1968-02-14 1969-02-13 Modular building construction

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US (1) US3514910A (en)
GB (1) GB1262521A (en)
IL (1) IL31617A (en)

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Publication number Publication date
GB1262521A (en) 1972-02-02
IL31617A0 (en) 1969-04-30
US3514910A (en) 1970-06-02

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