US940399A

US940399A - Concrete-steel construction.

Info

Publication number: US940399A
Application number: US16428303A
Authority: US
Inventors: William Mueser
Original assignee: Individual
Current assignee: Individual
Priority date: 1903-07-06
Filing date: 1903-07-06
Publication date: 1909-11-16
Anticipated expiration: 1926-11-16

Description

940,399. Patented Nov. 16, 1909. v 2 SHEETS-SHEET 1.

W. ER.

CONCRETE S ONSTRUG APLIGATION H JULY e,

W MUESER CONCRETE STEEL CONSTRUCTION. APPLICATION FILED JULY a, 190s. 940,399.

2 SHEETS-SHEET 2.

Patented Nov. 16, 1909.

adaptation of the parts, as will UNITED sTATEs PATENT oEEIoE.A4

WILLIAM MUESER, OF NEW YORK', N.A Y.

Tofal 'whom 'it may concern:

Be it .known 4.that I, WILLIAM MUEsER, a citizen of the United States, and a resident of the .city ofv New York, in the county of New York and State of New York, have invented certain new and useful Improvements in Concrete-Steel Co ltructions, of which the vfollowing is a spec' cation.

Myinvention relates to concrete steel construction and its novelty consists inthe be more fully hereinafter pointed out. Concrete steel is the name applied to constructions in which some or all ofthe material parts consist of members each of which comprises cores of .steel elements embedded in concrete. `In structures of this class the strains to which they are subjected continually `tend to cause4a separation of the metallic core vfrom its concrete envelop. The ideal concrete steel construction is one in which the metal and concrete are so united as to be practically monolithic, and I believe my mv-ention approaches nearer to the desired result than any other known to me.

The present state of the art discloses -eoncrete steel yconstructions in which a separation of the metal and its surrounding envelop .is sought to be preventedby present ing to the concrete comparatively darge shoulders upon-which` the' ressure of the moving mass is concentrate These shoulders are formed by com ressionof the metallic core before being aced in the concrete envelop so that actuall);r the core is apt to be more compact in one place ,than another, In addition, such'structural varuitions4 cause a' substantial variation in the effective cross sectional area of the bar, and the bar consequently is only as strong Yas its smallest cross sectional area and therefore reliance may improperly be placed upon its general area. Moreover the resistance to movement of the concrete and its envelop being concentrated at a few oints, displacements are more apt to occur t an if the points of such resistance were numerous and uniformly placed.

The object of my invention is to overcome these disadvantages and to that end I provide as cores to be embedded in concrete. metallic forms, the surfaces of which are provided with a relatively large number of small interruptions of their contimnty whereby the bars, or other metallic forms, present as a whole substantially continuous Specification of Letters Patent.

Application led July 8, 1903.

CONCRET-STEEL CONSTRUCTION.

Patented'uov.' 16, 1909. semina. 164,288.'

surfaces but actuallyv possess surfaces with many interruptions. A core of this kind being embedded in concrete affords an enormously large number of points of resistance to any movement of the ,surrounding en-A velop.y Its cross sectional 'area at any one place differs very slightly, if at all, from suoharea at any other place and the .resulting compound structure of steel and concrete is practically a monolith.

In the drawings Figure 1 is a side elevation of a metal core made according to my invention and Fig. 2 is a transverse section of the same; Fig. l3 is a. side elevation of .a second form of such core and Fig. 4 is a transverse section ofthe same; Fig. 5 is a side elevation of athird form of such a core and F" -6 is a transverse section of the same; ig. 7 is a side elevation of a fourth form of such a core and Fig. 8 is .a transverse section of the same.

In the drawings 20 is a bar of steel which has been rolled or otherwise fashioned into the form shown in Fi 1 and 2. It is provided at intervals wit a .largenumber of depressions 21 leaving between their vboundarles elevations 22. It will be observed that a transverse section of this bar almost anywhere will cut eight of the depressions diametrically or sixteen by sectors so that its cross sectional area is practically constan-t.` Likewise it will be seen that the round surface of the bar is substantially cylindrical although actually it is interrupted,

by the numerous de

ressions

21, 21. 25 is a similar cylindrical ar, or rod, rovided au intervals with a large number o elevations 26j-leaving between their boundaries depressionsf27. Similar to the bar 20 the cross sectional area ofthe bar at any point is substantially the same as that at any other point and the cylindrical .surface or contour of the bar is substantially preservedalthou h it is interrupted by the elevations 26. The epressionsf21l and the elevations 26 are substantially circular. l

In Figs. 5 and`7 there are shown forms of bars in which the interruptions ,of the surface are dierent in outline. In Figs. 5 and 6 is shown a substantially cylindrical' bar 30 with elongated ellipsoidal depressions 31 and intermedlate elevations 32. In Fi s. 7 and 8 'is shown a similar bar 35 with d1amond 'sha ed depressions 36 and intermediate eleva-tions 37. In all of these different forms of my invention it will .be observed 4that the substantially continuous surface and contour of the bar is preserved while the surface is nevertheless provided with the numerous interruptions stated.

It will be readily understood that the applications of my invention are limited only y thelrange of use of concrete steel as-a material of construction.

The principle upon which my invention is based 1s that of providing as many interruptions of the continuity of the metallic core as possible Sin order to provide as many points as possib e to resist displacementvof the surrounding concrete) and having these interruptions placed so uniformly and so numerously that the substantial form of the bar is preserved. An infinite number of depressions and elevations is the ideal to which 1n practice an endeavor should be made to approach so that there would be an infinite number of points of resistance to displacement along the adjacent surfaces and thus the unity of the different materials would become perfect. It should also be noted that on account of the fact that the actual surface of the metallic' 'core is greatly increased by reason of the existence of the surfaces of l the sides of the many projections or indentations, the opportunities for adhesion between the cement of the'concrete and the materialV of the core are largely'increased, thus tending to make the combined structure more homogeneous.

It will be understood that in a concrete steel construction, the strains are in many directions and that the embedded bars should be provided with interruptions on a plurality of their surfaces in order to properly resist the tendency of the' concrete to work loose therefrom under such strains.

My invention secures also a practically uniform distribution of pressure over the surface of the cores. The cement constitutactual connection between the parts, both by adhesion and cohesion. All sections being 'alike in cross sectional area, no section; is

weaker or stronger than any other section.

The bars can be made hot or cold as the depth' of the indentations or depressions is reat. I

W at I claim as new is:

l. A metal bar having substantially the same cross sectional area throughout its length, for use as a core to be embedded in concrete, the surface of all of the sides of which is provided with a large number of interruptions of its continuity, whereby it presents a substantially continuous but actually much interrupted surface.

2. A compound bar or unit of construction consisting of a metal bar having substantially the same cross sectional area throughout its length and the surface of all of its sides provided with a large number of interruptions of its continuity whereby it presents a substantially continuous but actually much interrupted surface, embedded in an envelop of concrete.

3. A metal bar, for reinforcing concrete, of constant cross-sectional area some longitudinal body portions of the bar being plane surfaced and of unbroken continuity and other longitudinal portions bein much interrupted, the interru tions whet er rojections or depressions, eingso groupe as to occur Within every cross section and to equalize every cross-section in area.

Witness my hand this 1st day of July 1903, at the cit of New York, in the county HERMAN MEYER, BARTLE'TT J. SMITH.

and State of