US1948486A - Form for knockdown concrete structures - Google Patents

Form for knockdown concrete structures Download PDF

Info

Publication number
US1948486A
US1948486A US595559A US59555932A US1948486A US 1948486 A US1948486 A US 1948486A US 595559 A US595559 A US 595559A US 59555932 A US59555932 A US 59555932A US 1948486 A US1948486 A US 1948486A
Authority
US
United States
Prior art keywords
concrete
concrete structures
log
mold
knockdown
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US595559A
Inventor
Kenneth E Bemis
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US595559A priority Critical patent/US1948486A/en
Application granted granted Critical
Publication of US1948486A publication Critical patent/US1948486A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects

Definitions

  • This invention is a form for casting knockdown concrete structures and has special reference with the usual city ordinances must be fireproof.
  • the main object of this invention' is to provide a form for casting a knock-down building structure of concrete which is readily assembled and disassembled without any fitting being necessary, and in which the structure can be re-assembled, there being no wreckage or loss in disassembling.
  • Anotherobject of the invention is to provide a knock-down form for concrete structures which may be arranged and assembled to provide various arrangements of door and .window openings and different wall dimensions.
  • a further object of the invention is to provide a form as outlined which will produce an artistic exterior face on the individual sections of the structure, the preferred form of which is simulative of a log structure.
  • FIG. 1 is a perspective view of the mold or form, for casting two walls of the structure and showing the concrete partly poured.
  • Fig. 2 is a section taken on line 2--2 of Fig. 5.
  • Fig. 3 is afragmentary plan view of the form.
  • Fig. 4 is an enlarged section taken on line 4--4 of Fi 3.
  • Fig. 5 is a section taken on line 55 of Fig. 3.
  • the invention consists of a sub-structure 10, suitably supported so as to provide a plane, horizontal surface 11 on which the form is supported, and of a size suitable, preferably, to form two or more walls of the structure complete.
  • the form proper consists of the longitudinal partitions 12, which are spaced apart by means of facing forms or matrices 13, which rest on the surface 11, and which have formed in the upper surface a suitable reversed facing form to simu- -erected to form the joint of a right angled corner.
  • the two walls identified each as an entirety, re-
  • Rigid framing is provided for the window openings as shown at 14, door openings 15, gables 16 and the limiting edges, bottom 17 and top 18, which are suitably braced asat 19 to provide even and parallel edges 20 and 21 to respectively I rest on thefoundationand support the roof. 5
  • the oven-lapping portions being crossed when spectively by numerals 23 and 24 are formed with projecting butt ends 25 for wall 23 and 26 for wall 24. These butt ends are'formed by inverting a section 2'7 of the matrix or facing similar to the facing 13 and arcuately forming the inner edge 28 as shown to abut with the face of a pro-, jecting log. i
  • log 29 actually terminates at point 30 while log 31 terminates at point 32, log 33 terminates at 34 and log 35 terminates at 36.
  • Vertical end partitions 40 are inserted in the forms of suitable thicknesses to which the moldsections 2'7 may be attached.
  • the structure is tied together transversely by means of the rods 3'7, which are covered with graphite grease before pouring the concrete and which are removed after the concrete is set.
  • the holes formed by these rods provide alignment holes for the structure, in which a rod may be inserted at assembly of the structure, which keeps the various sections in place and assures perfect alignment thereof.
  • the partitions 12 are formed of sheet steel of the thinner gauges, about 16 ga. being suitable, and are provided with apertures to receive the tie rods 37, by which reinforcing rods 38 are supported by means of wire ties or loops.
  • the sections are then assembled by laying th members A and H together with the base members for the other sides in their respective positions, the top surface is grouted with lean grout about equal in thickness to the thickness of the partitions 12, until the entire structure is assembled, after which rods are extended through the walls, through the apertures formed by the tie rods, thus forming a structure which is easily disassembled as the lean grout forms a weak bond which is suflicient to form a substantial structure but easily taken apart.
  • a mold of the class described comprising a horizontal base, a plurality of facing matrices supported in parallel upon said base. longitudinal partitions retained in perpendicular relation between said matrices to form mold-spaces therebetween a transverse partition wall interposed in the respective mold-spaces, and in inverted matrix-section overlying said mold-space adjacent each said transverse-wall.
  • a mold of the class described comprising a horizontal base, a plurality of facing matrices supported in parallel upon said base, longitudinal partitions positioned between said matrices in vertical relation to form mold-spaces therebetween, transverse partition walls interposed in the mold-spaces in two transverse lines, the alternate said walls being in the same line, and inverted matrix-sections overlying said mold-space connected with the respective wall at one edge and directed towards the adiacent line of walls at its other edges.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

Feb. 27,1934. K. E, BEMIS FORM FOR KNOCKDOWN CONCRETE STRUCTURES Filed Feb. 27, 1952 2 Sheets-Sheet l Feb. 27, 1934.
K. E. BEMIS FORM FOR KNOCKDOWN CONCRETE STRUCTURES Filed Feb. I 27. 1932 2 Sheets-Sheet 2 INVENTOR.
. ence to temporary structures which in compli- Patented Feb. 27, 1934 PATENT OFFICE FORM FOR KNOCKDOWN CONCRETE STRUCTURES Kenneth E. Bemis, Glendale, Calif. Application February 27, 1932. Serial No. 595,559
2 Claims.
This invention is a form for casting knockdown concrete structures and has special reference with the usual city ordinances must be fireproof.
The usual temporary fireproof structure is actually built in permanent form, by building up the concrete forms and pouring the concrete in place. When the structure is to be removed, it usually cannot be blasted out due to the proximity of other building structures, therefore must be cut out with drills and chisels, resultingin entire destruction of the structure and heavy expense for removal. v
The main object of this invention'is to provide a form for casting a knock-down building structure of concrete which is readily assembled and disassembled without any fitting being necessary, and in which the structure can be re-assembled, there being no wreckage or loss in disassembling.
Anotherobject of the invention is to provide a knock-down form for concrete structures which may be arranged and assembled to provide various arrangements of door and .window openings and different wall dimensions.
A further object of the invention is to provide a form as outlined which will produce an artistic exterior face on the individual sections of the structure, the preferred form of which is simulative of a log structure.
Other objects and advantages of the invention will become apparent as the following description is read on the drawings forming a part of this specification and in which similar reference characters are used to indicate similar parts throughout the several views and in which Fig. 1 is a perspective view of the mold or form, for casting two walls of the structure and showing the concrete partly poured.
Fig. 2 is a section taken on line 2--2 of Fig. 5.
Fig. 3 is afragmentary plan view of the form.
Fig. 4 is an enlarged section taken on line 4--4 of Fi 3.
Fig. 5 is a section taken on line 55 of Fig. 3.
The invention consists of a sub-structure 10, suitably supported so as to provide a plane, horizontal surface 11 on which the form is supported, and of a size suitable, preferably, to form two or more walls of the structure complete.
The form proper consists of the longitudinal partitions 12, which are spaced apart by means of facing forms or matrices 13, which rest on the surface 11, and which have formed in the upper surface a suitable reversed facing form to simu- -erected to form the joint of a right angled corner. The two walls identified each as an entirety, re-
late the side of a log, slab, or other design as may be desired for exterior finish, this application being particularly directed to the simulation of a log structure.
Rigid framing is provided for the window openings as shown at 14, door openings 15, gables 16 and the limiting edges, bottom 17 and top 18, which are suitably braced asat 19 to provide even and parallel edges 20 and 21 to respectively I rest on thefoundationand support the roof. 5
For the log structure as shown in the drawings, two walls are formed together and overlap substantially on a line 22-22 as indicated in Fig.
3, the oven-lapping portions being crossed when spectively by numerals 23 and 24 are formed with projecting butt ends 25 for wall 23 and 26 for wall 24. These butt ends are'formed by inverting a section 2'7 of the matrix or facing similar to the facing 13 and arcuately forming the inner edge 28 as shown to abut with the face of a pro-, jecting log. i
As an illustration log 29 actually terminates at point 30 while log 31 terminates at point 32, log 33 terminates at 34 and log 35 terminates at 36. Vertical end partitions 40 are inserted in the forms of suitable thicknesses to which the moldsections 2'7 may be attached. The structure is tied together transversely by means of the rods 3'7, which are covered with graphite grease before pouring the concrete and which are removed after the concrete is set. The holes formed by these rods provide alignment holes for the structure, in which a rod may be inserted at assembly of the structure, which keeps the various sections in place and assures perfect alignment thereof. The partitions 12 are formed of sheet steel of the thinner gauges, about 16 ga. being suitable, and are provided with apertures to receive the tie rods 37, by which reinforcing rods 38 are supported by means of wire ties or loops.
The entire unit is assembled as shown in Fig. 1 and the concrete is poured, Fig. 1 showing the wall 24 completed and the concrete partly poured in the wall 23. After the concrete is properly set, the tie rods 37 are removed and the cap and plate form members 21 and 17 removed, the logs are marked as indicated at 39, then logs or sections A and H are removed followed by the partition 12, then sections B and I and following through to the caps.
The sections are then assembled by laying th members A and H together with the base members for the other sides in their respective positions, the top surface is grouted with lean grout about equal in thickness to the thickness of the partitions 12, until the entire structure is assembled, after which rods are extended through the walls, through the apertures formed by the tie rods, thus forming a structure which is easily disassembled as the lean grout forms a weak bond which is suflicient to form a substantial structure but easily taken apart.
It will be noted that variations in construction and arrangement of parts which are consistent with the appended claims may be resorted to without detracting from the spirit or scope of the invention or sacrificing any of the advantages thereof.
I claim:
1. A mold of the class described, comprising a horizontal base, a plurality of facing matrices supported in parallel upon said base. longitudinal partitions retained in perpendicular relation between said matrices to form mold-spaces therebetween a transverse partition wall interposed in the respective mold-spaces, and in inverted matrix-section overlying said mold-space adjacent each said transverse-wall.
2. A mold of the class described, comprising a horizontal base, a plurality of facing matrices supported in parallel upon said base, longitudinal partitions positioned between said matrices in vertical relation to form mold-spaces therebetween, transverse partition walls interposed in the mold-spaces in two transverse lines, the alternate said walls being in the same line, and inverted matrix-sections overlying said mold-space connected with the respective wall at one edge and directed towards the adiacent line of walls at its other edges.
KENNETH E. BEMIS.
US595559A 1932-02-27 1932-02-27 Form for knockdown concrete structures Expired - Lifetime US1948486A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US595559A US1948486A (en) 1932-02-27 1932-02-27 Form for knockdown concrete structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US595559A US1948486A (en) 1932-02-27 1932-02-27 Form for knockdown concrete structures

Publications (1)

Publication Number Publication Date
US1948486A true US1948486A (en) 1934-02-27

Family

ID=24383726

Family Applications (1)

Application Number Title Priority Date Filing Date
US595559A Expired - Lifetime US1948486A (en) 1932-02-27 1932-02-27 Form for knockdown concrete structures

Country Status (1)

Country Link
US (1) US1948486A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2839788A (en) * 1953-04-24 1958-06-24 Dembiak Matthew Method of making hollow plastic or rubber articles
US2991534A (en) * 1959-07-01 1961-07-11 Olin O Emery Apparatus for making concrete logs and the like

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2839788A (en) * 1953-04-24 1958-06-24 Dembiak Matthew Method of making hollow plastic or rubber articles
US2991534A (en) * 1959-07-01 1961-07-11 Olin O Emery Apparatus for making concrete logs and the like

Similar Documents

Publication Publication Date Title
US2825221A (en) Wall embodying masonry panels
US2614311A (en) Form for molding concrete footings and walls
US4059939A (en) Prefabricated building unit
US2635450A (en) Building construction and slab therefor
US2305684A (en) Method of molding building panels
US1640065A (en) Interior wall
US2924962A (en) Wall construction
US2337743A (en) Concrete building structure and method of making the same
GB507987A (en) Improvements in monolithic structures
US1948486A (en) Form for knockdown concrete structures
US2042438A (en) Building construction
US1462622A (en) Combination concrete wall board and studding
US1374356A (en) Reinforced concrete construction
GB440806A (en) Improvements relating to reinforced concrete structures
US2739364A (en) Building wall structure
US2206350A (en) Building block
US2127914A (en) Composition building block
US1421007A (en) Building wall
US2124430A (en) Building construction and block therefor
US2210940A (en) Take-off wall
US2480612A (en) Fabricated block for wall construction
US1648874A (en) Mold board for the formation of wall slabs
US2163222A (en) Concrete form
US2001696A (en) Concrete building construction
US1345880A (en) priest