US940296A - Reinforced-concrete floor construction. - Google Patents
Reinforced-concrete floor construction. Download PDFInfo
- Publication number
- US940296A US940296A US50131809A US1909501318A US940296A US 940296 A US940296 A US 940296A US 50131809 A US50131809 A US 50131809A US 1909501318 A US1909501318 A US 1909501318A US 940296 A US940296 A US 940296A
- Authority
- US
- United States
- Prior art keywords
- bars
- support
- recesses
- concrete
- reinforced
- 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
Links
- 238000010276 construction Methods 0.000 title description 11
- 239000011150 reinforced concrete Substances 0.000 title description 5
- 230000003014 reinforcing effect Effects 0.000 description 18
- 239000004567 concrete Substances 0.000 description 13
- 101100016398 Danio rerio hars gene Proteins 0.000 description 3
- 238000009408 flooring Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- MROJXXOCABQVEF-UHFFFAOYSA-N Actarit Chemical compound CC(=O)NC1=CC=C(CC(O)=O)C=C1 MROJXXOCABQVEF-UHFFFAOYSA-N 0.000 description 1
- 210000004209 hair Anatomy 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
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U.S.G.ATHEY. RBINPORCBD CONCRETE FLOOR CONSTRUCTION.
Patented Nov. 16;
' APPLICATION FILED JUNB`10, 1909. 940,296.
UIJYSSES S. G'. ATHEY, OF ST. LOUIS, MISSOURI.
REINFORCED-CONCRETE FLOOR CONSTRUCTION.
Specification of Letters Patent.
Patented Nov. 16, 4909.
Application tiled .Tune 10, 1909. Serial No. 501,318.
To all whom tmc/y oon-corn:
Be it known that I, ULi'ssns S. Gr. A'rHnY, a citizen of the United States, and resident of St. Louis, Missouri, have invented certain new and useful Improvements in Resnforced- Concrete Floor Construction, of ivhich the following is a specification containing a full', clear, and exact description, reference being had to the accompanying drawings, forming a part hereof.l
My invention relates to reinforced concrete iioor construction, the object of my invention being to provide an improved means for supporting longitudinal and transverse reinforcing bars on a temporary floor `and to provide recesses in such supports Whereby 'a bond Wire passed around said reinforcing bars and engaging in said recesses Will prevent movement of the parts relative to each other. Afurtherobject being `to, rovide a support and means .whereby rein orcl ing bars of various sizes may be secured to prevent movement relative to each other.
For the'above purposes my invention con! sists in ,certain novel features of the construction and arrangement of parts as will be hereinafter more fully described, pointed out in my claims and illustrated in the accompanying drawings, in which:
Figure l is a perspective of one of the supports; Fig. 2 is a plan illustrating the support attached to crossed reinforcing bars: Fig. 3 is a sectional elevation of a section of concrete flooring showing the crossed reinforcing bars supported on a temporary floor and the bond Wire for securingthe bars and supports immovable relative to each other; and, Fig. 4 is a perspective of the support showing a section of bond Wire arranged to secure reinforcing bars of 'one size and in dotted linesa'bond Wire for securing bars of a different size.
Referring by numerals to the accompanying drawings; 1 designates a substantially, inverted U-shaped support having vertical Yend portions 2, an upper horizontal portion 3 and diagonally disposed recesses 4 formed in the side margins of the horizontal portion 3. vlerforations 4a are formedin the horizontal portion, oppositely' disposed in relation to each other and to the recesses 4. This support is preferably made of a single piece: of sheet metal Which is struck and sanie manner as when engaging formed complete by one operation of a machine. rlhis support is positioned on the ,temporary iiooring 5 underneath the transverse reinforcing bars 6 at a point where the longitudinal reinforcing bars 7 cross the bars 6, the reinforcing bars T being positioned over and in av plane above the bars 6, thus temporarily supporting the bars to prevent sagging thereof between their fixed ends and allowing concrete to iiow beneath them. l/Vhen in such position the bond wire 8 is passed underneath' the supporti engaging in the recesses 4, when employed in connection with reinforcing bars from one half to one inch in thickness, and passed around the bars 6 and 7 and its ends united. Con-- crete is then filled in upon the temporary flooring' 5, around the support and reinforcing bars thus making a reinforced concrete floor. temporary'iloorv is removed. When the support is employed on lesser sized bars a bond wire is passed throughthe perforations 4EL and secured around the bars in the in the notches and on larger sized bars.
By the employment of the supports as shown, assuming the reinforcing bars and temporary floor to be in position, the supports are placed upon the temporary floor and not secured thereto, at points underneath the bars 6 Where the'bars 7 cross over them, thus taking up all of the sag of such reinforcing bars to place them. in horizontal alinement relative to each other. The bond After the concrete is set the. I
Wires are then secured around the bars and supports either through the perforations or engaging in the recesses in the supports to prevent slipping or movement4 of the Wire, thusretaining the bars in fixed positions relative to each other. After all of the bars have been united where they cross each other, concrete is filled in upon the temporary floor around and over the reinforcing bars and their supports which concrete, when set together with the reinforcing bars, forms a fire proof and practically indestructible construction, the temporary floor 5 being removed after the concrete `is thoroughly dry and set.
It is obvious that my improved support maybe used in reinforcing pillar and beam construction or, in fact, in any place Where consiruced oi s single piece of sheet inezil cesses and po.
being openings J orined in iiie suppor die,
hidden and embedded in the reinforced con crete construction. li; is obvious 'further that the support may be to secure i reinforcing` hars of various sizes.
I claim: l
l. in s concrete fioor 1iconstruction, the' combination of crossing reinforcingl bers, o an invered U- shziped supper-LA positionef heneeih the point -,yhere vsaid bars cross noch other, seid support being;4 provided with disgonslly disposed recesses e bonding Wire positioned in seid recesses einbrscing said support iend bers und che ends thereof united, there being' openii A formed in. the support dingonoiiy opposed seid recesses 2. in zi concrete ioor' co i'iucioin 'iie eomiiinniion orf reinforcing hars arranged on nngies und in dilierent *oi* nos relative io ezich other, oiif en inyeried lis-pod support it is necessary for the reinforcing bars to he I positioned henesih rho io erinost heise, snif. suppori: bei provided Wili dingoniiiiy dis posed reces ys s oond wire enwsgingg said .i
around i support e the ends ihc oi f1 -i id iisd7 ineH seid hors and onsily so seid recesses ehe inner margins oi said openings being nearer ,to said support by sedes@ longitudinal center of thev support than the inner margins of said recesses.
3. A support for reinforcing bars in concrete construction, consisting of 'zi substantially Ulshaped piece of sheet metal having diagonally disposed recesses `formed in its upper side margins und diagonally disposed perforations formedA in the upper body portion 4of the support inerinediate said recesses.l which recesses :1nd perforations serve io permit l'he attnclnneni to che support of different sized reinforcingA hairs fr. A support for reinforcii'ig hors in concrete construction eonsisiing oi a substantially iii-shaped piece of sheet incisi having diagonally disposed recesses formed in its upper side margins and perfor-ations in the upper portion of the support arranged op posits to the recesses, whereby hars oi' dii- 'eren iransvcrse dimensions indy be secured o hond wireH in testimony u ie-roof, i have signed my naine eo Jhis specificsiion, in presence of iwo suhscrihino' Witi'iesses.
si is
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US50131809A US940296A (en) | 1909-06-10 | 1909-06-10 | Reinforced-concrete floor construction. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US50131809A US940296A (en) | 1909-06-10 | 1909-06-10 | Reinforced-concrete floor construction. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US940296A true US940296A (en) | 1909-11-16 |
Family
ID=3008715
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US50131809A Expired - Lifetime US940296A (en) | 1909-06-10 | 1909-06-10 | Reinforced-concrete floor construction. |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US940296A (en) |
-
1909
- 1909-06-10 US US50131809A patent/US940296A/en not_active Expired - Lifetime
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