US943468A - Metal-reinforced-concrete column, post, and the like. - Google Patents

Metal-reinforced-concrete column, post, and the like. Download PDF

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US943468A
US943468A US47491409A US1909474914A US943468A US 943468 A US943468 A US 943468A US 47491409 A US47491409 A US 47491409A US 1909474914 A US1909474914 A US 1909474914A US 943468 A US943468 A US 943468A
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rods
rod
metal
column
parallel
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US47491409A
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George J Schade
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    • 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
    • E04B1/185Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material

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  • This nvention relates to metal-reinforced concrete columns, posts and the like, and has met'al'reinforcement which will render the for one of its objects the provision of a column or section stronger and more reliable thanthe metal reinforced sections heretofore made.
  • I I V further object'is the provision of a concrete columnhaving a metal reinforcement which is inherently strong and rigid and consistsof parts which can be easily and securely united or fastened together.
  • this invention consists in certain novel details of construction and combinations and arrangements of '-'metal reinforcement arranged and construct-.
  • Fig. 2 is a transverse "secti'on substantially along the line '22, Fig. 1, looking downwardly.
  • Fig. 3 is a vertical section of a portion of the metal reinforcement, the section being taken sub- 'stantially along the line .3--3 of'F 1g. 2, looking in the direction indicated by the arrow.
  • Fig. 4 is a vertical section of a portion of the. metal reinforcement, the section being,
  • the vertical metal -.reinforced concrete "column, shown in Figs. 1 and 2, may be of any shapebut as here shown is rectangular in cross fsection, forming whatis known as a square column;
  • the metal reinforcement for the column is of courseeinbedded in the concrete 10'and f includes, a group or pluralityof vertical or substantially parallel upright rods 11 which I have here shown four rods arranged in rectangular formation opposite or diagonally inward from the different corners re spectivelyof the column.
  • the vertical or longitudinally extending or parallel rods 11' are tied or secured together so' as to provide a metal reinforcement of considerable inherent strength and stiffness, and the means which I employ for this-purpose includes a'rod 12 which is arranged spirally about the group of upright and parallel rods and has its convolutions rigidly secured to and held in engagement wi'tli'the outer sides of the said parallel rods.
  • the spiral rod 1201' the convolutions thereof include portions 12 which are inclined with respect to theaxis of the column and with respect to the vertical rods, as shown in Fig. 1, and are in planes parallel respectively to the sides of the column, as shown .in Fig. 2, and portions 1'2 arranged opposite the corners of the column column, as shown in Fig. 4:, and inclined with respect to the sides of the column, as shown in Fig. 2, said portions 12 'being, in engagement with and crossing the'diflerent vertical or upright rods 11.
  • Ifemploy sheet-metal clips each of which is provided with 'a central portion forming a loop 13 which is radially arranged relative to the inner side of or receives one ofthe vertical rods 11, and having substantially paraloutwardly bQYOllClfl-IG spiral rod and are thence doubled or-re'turned. inwardly, formthe clip being substantially?parallel to the sides 14 and 15.
  • the two side loops 16 and '17 or the parallel sides 14 and lo and .19 and 19 of the clip are provided withinwardly exof these vertical-rods may be employed but lel sides-14: and 15 which extend radially and inclined with respect to'the axis of the center of the column and extends around the
  • the outer portions of the clip which are tending open slots 20 which ,as shown clearly inl 'igs. 1 4 and 5, are inclined with respect to the axls of the column, and the two slots 1n the difierent side loops or outer portions respectively of the clip are arranged the one higher than the other and receive a section of one of the convolutions of the spiral rod, in this case receiving-one of the portions 12 of the rod.
  • the slots 20 extend inwardly a sufficient distance to permit the portion 12 of the spiral rod to bear inwardly againstthe outer side of the corresponding vertical rod 11.
  • clamping members or securing devices such, for instance, as tapered or wedge-shaped members 21 are inserted between the spiral rod 12 and the bases or central portions of'the 'side loops ,6 and 17 of each clip and are preferably driven into place so as to form a very rigid metal-reinforcing structure.
  • the clips and wedges will be employed for clamping or securing each convolution of the spiral rod 12 to all the vertical rods 11 so that the spiral rod is secured to each vertical rod at a large number of vertically spaced points.
  • a metal-reinforcement for concrete columns comprising a plurality of substantially parallel spaced rods, a rod arranged spirally about said parallel rods, and means securing said spirally arranged rod to said parallel rods and comprising a plurahty of metal clips each of which is looped about the inner side and receives one of the paral- [lel rods and has its sides extending outwardly and thence bent inwardly forming side'loops, the outer portions of the clip having open inwardly extendings'lots which are inclined to correspond with and receive a portion of the spiral rod, and securing devices inserted between said portion of the spiral rod and the central portions of the side loops.
  • a metal reinforcement for concrete columns comprising a plurality of substantially parallel spaced rods, a rod arranged spirally about said parallel rods, and means securing'the convolutions of sald spiral rod .to said parallel rods and comprising a plurality 0 metal clips, each having a central loop which receives one of the parallel rods and has side portions extending outwardly and thence doubled inwardly forming side loops, the outer portions of the clip having open inclined slots which extend inwardly.
  • a concrete section having a metal reinforcementcomprising a -plu-' rality of spaced rods extending l'on'gitudr" Q nally thereof, a rod arranged spirally about said longitudinal rods, and'means-securing the convolutions of the spiral rod to thelongitudinal rods and comprising a pluralwhichis looped about one of the longitudinal rods and has sides extending outwardly and thence returning inwardly forming side loops, the outer portions of the clip having open inwardly extending slots in which a portion of the spiral rod is received, and devices cooperating with the side loops in securing the said portion of the spiral rod to the adjacent longitudinal rod.
  • a concrete section having a metalreinforcement comprising a plurality of substantially parallel spaced rods extending longitudinally of the column, a
  • spiral rod arranged about the said parallel rods, and means securing said spiral rodto the said parallel rods, and comprisinga plurality of metal clips, each having a central portion looped about, one of the said parallel rods and having its sides extending outwardly and thence doubled or returned inwardly, forming side loops which have open inwardly extending .slots whichare inclined with respect to the corresponding parallel rod and receive a portion of the spiralrod, and devices arranged to cooperate with the side loops of the different clips in holding 4 the convolutions 'oif the spiral .-r'od firmly against the aforesaid parallel rods. 5.
  • a concrete column having a metal reinforcement com rising a plurality of substantially parallel spaced rods which extend vertically of the column, a spiral rod arranged about said vertical rods, and means securing'the convolutions of the spiral rod to the different vertical rods and comprising a plurality of metal clips each of which receives one of thesvertical rods and has substantially parallel sideportions' ing side loops which have open slots which are inclined and receive a spiral rod.
  • a metal reinforcement for concrete columns and the like comprising a plurality of [20 substantially parallel upright rods; an inclined rod arranged to connect with the said parallel rods at diiferent points vertically, and means securing the said inclined rods to the said parallel rods and comprising a plurality of metal clips, each having a loop which receives one of the parallel rods and has side portions which extend outwardly and thence return inwardly forming side loops which have open slots which are inportion of the clined to correspond with and be engaged by the inclined rod.
  • a metal-reinforced concrete section having a metal reinforcement -"..co1npr1s1ng a group of suitably-spaced'rods extendinglongitudinally of the section, a
  • a metal reinforcement forametal reinforced concrete section comprising a group of substantially parallel spaced rods, a rod surrounding the said group of rods, and means securing the said surrounding rod to the rods of the said group of rods and comprising a plurality of metal clips, each'havinga central portion group of rods and having its sides extending outwardly and thence doubled or returned inwardly forming side loops which have open inwardly extending slots which receive a. portion of the surrounding rod, anddevices arranged to cotiperate with the side loops of the different clips in holding the surrounding rod against the rod of the aforesaid group of rods.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

Patented Dec. 14, 1909.
\ ,9. J. SGHADB.
APPLICATION FILED JAN. 29, 1909.
norms rma METAL REINFORCED CONCRETE COLUMN, POST, AND THE LIKE.-
ass? 6:
k AU I PKIW. r w Pl 4 err-toner; J.
SGHADE, or SANDUSKY, OHIO;
METAL-REINFORCED-CONCRETE COLUMN, rosr, AND THE LIKE.
Specification of Letters Patent. I I Patent d D '14, .1909
' Application filed January 29, 1909. SGIilNO. 474,914.
Tojall whom "it may concern:
Be it known that I, GEORGE J. Sci-mp1s, a cit zen of the'United States of America, re-
siding at Sandusky, in the county of Erie and State of Ohio, have invented certain new and useful Improvements inMet-al-Re- .y inforced-Concrete Columns, Posts, and the l Like; and I hereby declare the following to,
be a full, clear, and exact description of the invention, such as will enable others skilled in the art to which. it pertains to make and use. the same.
,This nvention relates to metal-reinforced concrete columns, posts and the like, and has met'al'reinforcement which will render the for one of its objects the provision of a column or section stronger and more reliable thanthe metal reinforced sections heretofore made. I I V further object'is the provision of a concrete columnhaving a metal reinforcement which is inherently strong and rigid and consistsof parts which can be easily and securely united or fastened together.
With these objects in'view, this invention consists in certain novel details of construction and combinations and arrangements of '-'metal reinforcement arranged and construct-.
'45 3, looking inwardly. 1 1 1 p 1 H I I f f. themetal ci s em 0 ec in 10 c- 4 I '0 one 0 i I p p l ing side loops l6 andIZtheouter sides of i the side loops or the freefe ds 18 and 19 of in'forcement. 5 0' parts hereinafter described, pointed out in the claims and illustrated in the accompanying drawings. f In the said drawings, Figure l-is a side elevation of a concrete column having 2.
ed in accordance with my invention, the con-' creteportion of the upper part of the column'being-broken away. "Fig. 2 is a transverse "secti'on substantially along the line '22, Fig. 1, looking downwardly. Fig. 3 is a vertical section of a portion of the metal reinforcement, the section being taken sub- 'stantially along the line .3--3 of'F 1g. 2, looking in the direction indicated by the arrow.
. Fig. 4: is a vertical section of a portion of the. metal reinforcement, the section being,
taken substantially along. the line 4.4, Fig. Fig. 5 is an elevation ing together certain parts of the metal re- The vertical metal -.reinforced concrete "column, shown in Figs. 1 and 2, may be of any shapebut as here shown is rectangular in cross fsection, forming whatis known as a square column;
The metal reinforcement for the column is of courseeinbedded in the concrete 10'and f includes, a group or pluralityof vertical or substantially parallel upright rods 11 which I have here shown four rods arranged in rectangular formation opposite or diagonally inward from the different corners re spectivelyof the column. i J
The vertical or longitudinally extending or parallel rods 11' are tied or secured together so' as to provide a metal reinforcement of considerable inherent strength and stiffness, and the means which I employ for this-purpose includes a'rod 12 which is arranged spirally about the group of upright and parallel rods and has its convolutions rigidly secured to and held in engagement wi'tli'the outer sides of the said parallel rods. As here shown the spiral rod 1201' the convolutions thereof include portions 12 which are inclined with respect to theaxis of the column and with respect to the vertical rods, as shown in Fig. 1, and are in planes parallel respectively to the sides of the column, as shown .in Fig. 2, and portions 1'2 arranged opposite the corners of the column column, as shown in Fig. 4:, and inclined with respect to the sides of the column, as shown in Fig. 2, said portions 12 'being, in engagement with and crossing the'diflerent vertical or upright rods 11. i H
To secure the convolutionsof the spiral rod 12 to the parallel rods 11', Ifemploy sheet-metal clips, each of which is provided with 'a central portion forming a loop 13 which is radially arranged relative to the inner side of or receives one ofthe vertical rods 11, and having substantially paraloutwardly bQYOllClfl-IG spiral rod and are thence doubled or-re'turned. inwardly, formthe clip being substantially?parallel to the sides 14 and 15. formed by the two side loops 16 and '17 or the parallel sides 14 and lo and .19 and 19 of the clip are provided withinwardly exof these vertical-rods may be employed but lel sides-14: and 15 which extend radially and inclined with respect to'the axis of the center of the column and extends around the The outer portions of the clip which are tending open slots 20 which ,as shown clearly inl 'igs. 1 4 and 5, are inclined with respect to the axls of the column, and the two slots 1n the difierent side loops or outer portions respectively of the clip are arranged the one higher than the other and receive a section of one of the convolutions of the spiral rod, in this case receiving-one of the portions 12 of the rod. The slots 20 extend inwardly a sufficient distance to permit the portion 12 of the spiral rod to bear inwardly againstthe outer side of the corresponding vertical rod 11.
To clamp or hold the convolutions of the spiral rod 12 against the rods 11, clamping members or securing devices, such, for instance, as tapered or wedge-shaped members 21 are inserted between the spiral rod 12 and the bases or central portions of'the 'side loops ,6 and 17 of each clip and are preferably driven into place so as to form a very rigid metal-reinforcing structure.
The clips and wedges will be employed for clamping or securing each convolution of the spiral rod 12 to all the vertical rods 11 so that the spiral rod is secured to each vertical rod at a large number of vertically spaced points. 1
I do not desire to be confined to the exact details shown but aim in my claims to cover all modifications which do not involve a departure from .the' spirit and scope of my invention.
What I claim is 1. A metal-reinforcement for concrete columns comprising a plurality of substantially parallel spaced rods, a rod arranged spirally about said parallel rods, and means securing said spirally arranged rod to said parallel rods and comprising a plurahty of metal clips each of which is looped about the inner side and receives one of the paral- [lel rods and has its sides extending outwardly and thence bent inwardly forming side'loops, the outer portions of the clip having open inwardly extendings'lots which are inclined to correspond with and receive a portion of the spiral rod, and securing devices inserted between said portion of the spiral rod and the central portions of the side loops. 7
2. A metal reinforcement for concrete columns comprising a plurality of substantially parallel spaced rods, a rod arranged spirally about said parallel rods, and means securing'the convolutions of sald spiral rod .to said parallel rods and comprising a plurality 0 metal clips, each having a central loop which receives one of the parallel rods and has side portions extending outwardly and thence doubled inwardly forming side loops, the outer portions of the clip having open inclined slots which extend inwardly.
and receive a portion of the spiral rod, and
devices arranged to cooperate with the sideloops in securing the said portion'of the vity of clips, each having a central portion spiral rod to the rod received by thefirsb,
mentioned 100p.
3. In combination,-a concrete section having a metal reinforcementcomprising a -plu-' rality of spaced rods extending l'on'gitudr" Q nally thereof, a rod arranged spirally about said longitudinal rods, and'means-securing the convolutions of the spiral rod to thelongitudinal rods and comprising a pluralwhichis looped about one of the longitudinal rods and has sides extending outwardly and thence returning inwardly forming side loops, the outer portions of the clip having open inwardly extending slots in which a portion of the spiral rod is received, and devices cooperating with the side loops in securing the said portion of the spiral rod to the adjacent longitudinal rod.
4. In combination, a concrete section having a metalreinforcement comprising a plurality of substantially parallel spaced rods extending longitudinally of the column, a
spiral rod arranged about the said parallel rods, and means securing said spiral rodto the said parallel rods, and comprisinga plurality of metal clips, each having a central portion looped about, one of the said parallel rods and having its sides extending outwardly and thence doubled or returned inwardly, forming side loops which have open inwardly extending .slots whichare inclined with respect to the corresponding parallel rod and receive a portion of the spiralrod, and devices arranged to cooperate with the side loops of the different clips in holding 4 the convolutions 'oif the spiral .-r'od firmly against the aforesaid parallel rods. 5. In combination, a concrete column having a metal reinforcement com rising a plurality of substantially parallel spaced rods which extend vertically of the column, a spiral rod arranged about said vertical rods, and means securing'the convolutions of the spiral rod to the different vertical rods and comprising a plurality of metal clips each of which receives one of thesvertical rods and has substantially parallel sideportions' ing side loops which have open slots which are inclined and receive a spiral rod. A v 6. A metal reinforcement for concrete columns and the like, comprising a plurality of [20 substantially parallel upright rods; an inclined rod arranged to connect with the said parallel rods at diiferent points vertically, and means securing the said inclined rods to the said parallel rods and comprising a plurality of metal clips, each having a loop which receives one of the parallel rods and has side portions which extend outwardly and thence return inwardly forming side loops which have open slots which are inportion of the clined to correspond with and be engaged by the inclined rod.
- tending circumferentially of the said group of, rods, and means securing the circumferentiallyextending rod to the-rods of the said group of rods andcomprising a plurality of metal clips, each having a central loo-p WlllCll receives one of the rods of the said roup of rods and has side portions.
'exten-ing outwardly and shaped to form side loops which have open slots extending inwardly and receiv ng a portion of the C11- culnferentially extending rod, and devices arranged to cooperate with the side loops in securing the said portion of'the last-mentioned rod to the rod received by the first-- mentioned loop.
8. In combination, a metal-reinforced concrete section having a metal reinforcement -"..co1npr1s1ng a group of suitably-spaced'rods extendinglongitudinally of the section, a
rod extending about and. circumferentially of-thesaidgroup' of rods, and means securing the said circumferentially extending rod to the longitudinal rods and comprising a plurality of clips, each having a central ortion which is looped about one of the' ongitudinal rods and has sides extending outwardly and shaped to form side loops 3 which have open inwardly extending slots in which a portion of the circumferentially extending rod is received, and devices cooperating with the side loops in securing the said portion of the last-mentioned rod to the adjacent longitudinal rod.
9. A metal reinforcement forametal reinforced concrete section, said reinforcement comprisi'nga group of substantially parallel spaced rods, a rod surrounding the said group of rods, and means securing the said surrounding rod to the rods of the said group of rods and comprising a plurality of metal clips, each'havinga central portion group of rods and having its sides extending outwardly and thence doubled or returned inwardly forming side loops which have open inwardly extending slots which receive a. portion of the surrounding rod, anddevices arranged to cotiperate with the side loops of the different clips in holding the surrounding rod against the rod of the aforesaid group of rods. v
In testimony whereof, I sign the foregoing specification, in the presence of two wit nesses.
GEORGE J. SCHADE.
Witnesses C. Donna, B. G. Brown.
looped "about one of the rods of the said
US47491409A 1909-01-29 1909-01-29 Metal-reinforced-concrete column, post, and the like. Expired - Lifetime US943468A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3367084A (en) * 1965-06-14 1968-02-06 Gateway Erectors Inc Load bearing reinforced concrete structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3367084A (en) * 1965-06-14 1968-02-06 Gateway Erectors Inc Load bearing reinforced concrete structure

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