US1637932A

US1637932A - Reenforced concrete construction

Info

Publication number: US1637932A
Application number: US584631A
Authority: US
Inventors: Thomas J Foster
Original assignee: Individual
Current assignee: Individual
Priority date: 1922-08-28
Filing date: 1922-08-28
Publication date: 1927-08-02
Anticipated expiration: 1944-08-02

Description

carried up and distributed throughout the floor frame work to which the elevator guides 2U panded skeleton web beams Patented Aug. 2,192.7. Y' il i' n Unirse stares PATENT orricr..

THOMAS J. FOSTER, OF RIDGEWOODQNEW JERSEY.

REENFORCED CONCRETE coivs'rnuorron. Application mea August 2s, i922. semi no.y 584,631.`

This invention relatos especially to relbeam or channels 3. ln this .way a relaenforced concrete'constructions in which the tively light rigid reenforcement is formed framework of thc building comprises selfof sufficient strength to support the consupporting skeleton .frame members which nected girders and'beams of one or more 5 are sufficiently open tov lact effectively as stories of the building` so as toaccurately 60 steel reeuforcement elements for the conposition the different parts'of the building crete, and skeleton web beams, columns and frame and also to support the molds or the lilre may be used for this purpose. centering therefrom before the concrete ris These elements may be rigidly connected so poured. As shown in Fig. 1, such rigid as to form a self-supporting frame which skeleton web columns 3 may lhave riveted or 65 may not only support the centering or molds bolted thereto the girders such as 1, to which for theoor panels, columns etc. but may the floor beams 8 may be bolted, riveted or also support the concrete elevating or dis-V otherwise connected (as by the stirrups in-. tributing` devices by which the concrete is dicated) so as to form a substantially rigid different floors'of the building. .Beams and 6 may beconnected sa that the construction girders of, this skeleton web type may adelevator? may thus be supported in con.- vantageously be used for concrete recnforceveying the Concrete and other materials to ment in floor constructionY since. such eX- the upper Aunfinished floors of theA building.

e valuable re-` Fig. 2 shows in greater detail how the 75 enforcing elements which may be used with floor panels may be cast, the centering being or withouty expanded metal or other resupported in any suitable way from the enforcing elements in the floor panels and beams-8 as by the supporting wires 9.which stillsuch beams have ample strength and may extend up over the beams so as to hold rigidity to support the floor centering by up the 'centering supports 10 therefrom. 80

wires or other means attached tothe beams. Suitable blockssuch as 11 may further sup- In. the accompanying drawing which port the forms or centering boards 12 for shows in a somewhat diagrammatic way the floor panels. [It is in many casesadvan-v illustrative embodiments of this invention: tageous to form or cast the concrete lfloor Fig. 1 is perspective view showing sevbeams out-.of high strength stone concrete 85 eral floors of such a concrete building. f 13 which may form the concrete floor beams Fig. 2 is an enlarged sectional perspective and lpenetrate the skeleton webs 28 of the iew showing the floor construction; f steel reenforcing beams 8, any suitable ea:- Fig. 3 is an enlarged 'horizontal section panded metal or other reenforcement 17 5 through one of the concrete columns. l beinggused, `if desired, above. the upper 90 Fig. i is avertical section showing a colflangesof these beams 8 and throughout the umn cap land girder connectionand intermediate floorpanels. Thisy strong stone Fig. Vt) is a top view ofthe cap taken subconcrete may also advantageously extend out stant-ially along the line 5-5 of Fig. 4. six to twelve inches or more to form the floor The building, which may` of course be 0f sections 14C adjacent the concrete beams and 95 panded or skeleton web channel orI beams or before the floor panels which they supany desired size and design, may have a a more or less inclined or sloping surface 15 number of reenforced concrete floors 1 supof this concrete maybe formed when it is ported on the pillars 2 spaced properly to cast or poured so as to facilitate the union sustain the weight in connection with the of the lighter cinder concrete 16 which may girders 11 and 'floor beams such as 8 which be advantageously used for the intermediate 100 may be spacedy apart at suitable intervals partof the floorpanelsjthese concrete elethroughout Veach floor. The f columns, ments being of course thoroughly united as girders and beams are preferably of the by puddling while the concrete is` still wet.

rigid skeleton web type and may be ex- The columns may be poured at the same time built up or 'riveted together in .the case of port and Fig. 3 shows one desirable arrangegirders or columns as shown in Fig. 3 in ment in which the steel column reenforceconnection with lattice or other connections ment is embedded in concrete 26 which may such as 24 which maybe secured as by the be poured or formed around av central form rivets 25 to the flanges of the expanded web such as the sheet 'metal pipe 23 wired 'or 11 nection With a numberot j sutlicient strengt 1 otherwise supported in about the `center of the column so that a hollow7 concreteeolumn is formed having still greater strength in proportion to its Weight than a corresponding solid column. Olicourse after the concretehas set and hardened suliiciently the forms and centeringmay be removed and used on the corresponding parts of an upper story oiE the building. Y

As shoivn in Figs. eland 5, rigid-skeleton Web columns of this character may in many eases be 'formed with additional stiffening cap constructions as to distribute the load throughout the diiiterent elements of this column reentorcement. As shown, thebody of the column may comprise tivo channel or I beam elements 3 having skeleton Webs such as the expandednietal skeleton Webs 2S shown in Fig. 4; and a heavy steel plate or cap plate 18 may be riveted on top ofthe column and secured to the channels and

plates

19, 20. 27 so as to malte this cap plate rigid with all oi the'metallic column elef ments and properly transmit thereto the Weight of beams or girders such as t which may be secured to the cap plate as by the rivets 22 passing through the rivet holes 2l in the cap plate. In some cases it is advantageous to have suoli cap plates formed with one or moreholes through which the concrete may penetrate, such j as the hole 29 which facilitates the cari' ling up of the Concrete body of the colunm and more effectively uniting it to the adjacent concrete beam, floor and Wall elements of the building.

This invention has been described in conillustrative embodiments, forms, proportions, sizes, parts, materials and methods ot connection and use to the details of which disclosure the invention is not ofcourse to be limited since What is Claimed Vas new and what is desired'to be secured by Letters Patent is setforth in the appended claims.

In the claims the Word concrete is used to designate an cementitious material of to accomplish the objects desired.

I claim:

ioor panels and intimately united to `-such strong concrete.

2. VThe concrete fioor construction of the beam and panel type comprising skeleton web reentorcing beams and strong concrete Cast around said beams land and having with forming the adjacent port-ions of the tioor panels projecting laterally from said concrete beams and lighter concrete forming the intermediate'portions of the floor panels and united to such strong concrete.

3. The concrete floor constructionof the beam and panel type comprising rigid skeleton Web reenforcing beams adapted to support the centering for the concrete beams and intermediate floor panels and strong stone concrete cast aroundsaid reenforoing beams and reenforced thereby to `form reenforced concrete beams and having portions east integral therewith forming the adjacent portions of the door panels and light cinder concrete forming the intermediate portions of the iioor panelsand intimately united to such stone concrete.

reen'forced thereby to form reentorced concrete beams portions east, integral there 4. The concrete floor construction of the beam and panel type jcomprising rigid skeleton Web reenforcing beams adapted tosupportthe centering for the'. concrete" beams and stone concrete cast around saidreenforo ing beams and reenforced thereby to form reentorced concrete beams and light ci'nderl eoncretefhaving portions cast integral there-` with forming the intermediate portions of the floor panels and intimately 4united to such stone concrete.

THOMAS J. FOSTER.