US460213A - Building - Google Patents

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US460213A
US460213A US460213DA US460213A US 460213 A US460213 A US 460213A US 460213D A US460213D A US 460213DA US 460213 A US460213 A US 460213A
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Prior art keywords
beams
binders
clamp
building
clamps
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Expired - Lifetime
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • E04C5/12Anchoring devices
    • E04C5/122Anchoring devices the tensile members are anchored by wedge-action
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00Metal working
    • Y10T29/49Method of mechanical manufacture
    • Y10T29/49616Structural member making
    • Y10T29/49623Static structure, e.g., a building component
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00Metal working
    • Y10T29/49Method of mechanical manufacture
    • Y10T29/49826Assembling or joining
    • Y10T29/49863Assembling or joining with prestressing of part
    • Y10T29/49874Prestressing rod, filament or strand

Definitions

  • the present invention is especially useful in the practice of fireproofing according to the plan above outlined, and has reference to a clamp of peculiar structure and to the organization thereof, in combination,to effect the tension stretch of the filling-support men tioned.
  • Figure 1 is a view in section atthe floor and ceiling of a building, showing the tension appliances in position according to the practice of my invention.
  • Fig. 2 is a viewin side elevation at the clamp, the I-beam being shown in cross-section.
  • Fig. 3 is a view in end elevation at the clamp, the binders or transompieces being shown in cross-section.
  • Fig. 4 is a perspective view of one of the dual clampjaws detached.
  • Beneath the series of floor-beams A is arranged the staging a, sustained on posts b, serving thereby to close temporarily the pocket or span between adjacent'beams.
  • the filling-support c which consists, ordinarily, of a series of stout strands of wire secured together by cross-interlocks to form a compact netting or fabric.
  • a binder or transompiece Sustained temporarily above the beams A is a binder or transompiece,which carries the tension device,whereby the filling-support c is brought under proper strain between the beams A in readi- 6o ness to receive the pocket-filling.
  • the binders or transom-pieces B are ordinarily used in pairs, the jack cl being set so as to project between them in contact with the supporter c or tie-bar e, resting there- 6 5 on.
  • clamps C are provided, these being located at the beams A, the jawsf of the clamps clasping the head of the beam between them.
  • Eaclyclamp C has a double purchase upon the floor-beam to whichit is secured, and for this purpose the clamp consists of double sets of pivoted jaws f, the companion jaws for each member of the clamp being in unison connection through a common cross-bar g, overlying the transoms B.
  • the thrust of the binders B against the clamps C causes thej aws of the latter to tighten theirgrip on the beams Aand to resist the further upward movement of the binders, so that the thrust at the jack (1 is brought to bear directly against the fabric support 0., ⁇ Vhen the beam-pockets have been filled and set, the pressure of the jacks is re- 9 5 leased, thus returning the binders to position at rest on the beams A, relieving the clamp C, so that these can be freely withdrawn and the binders shifted to new position.
  • Abuilding-clamp comprising double sets of pivoted jaws, the opposite jaws of eachset having a common cross-bar for unison connection and movement, substantially as described.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Description

(No Model.)
M. P. MCCARTHY. BUILDING APPLIANCE.
110,460,213. Patented Sept. 29, 1891.
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UNITE STATES PATENT OFFICE,
MITCHELL F. MCCARTHY. OF CHICAGO, ILLINOIS, ASSIGNOR TO THE UNITED STATES FIRE PROOFING COMPANY, OF SAME PLACE.
BUILDING APPLIANCE.
SPECIFICATION forming part of Letters Patent No. 460,213, dated September 29, 1891.
Application filed April 22, 1891- To all whom it may concern:
Be it known that I, MITCHELL F. MCCAR- THY, residing at Chicago, in the county of Cook and State of'lllinois, have invented certain new and useful Improvements in Building Appliances, of which the following is hereby declared to be a full, clear, and exact description, sufficient to enable others skilled in the art to which such invention appertains I0 to make and use the same.
Arecent improvement for laying fire-proof fillings of composition, tile, &c., within the beam spans or pockets at the ceiling and floor of a building designs to sustain the filling by means of a strand or wire-fabric support which rests upon the tops of the beams and extends between them. Such support is ordinarily embedded or incased by the filling and is oftentimes drooped under tension at the beamspan to secure better purchase on the superposed load and to distribute and equalize the strains and thrusts at the beams and elsewhere.
The present invention is especially useful in the practice of fireproofing according to the plan above outlined, and has reference to a clamp of peculiar structure and to the organization thereof, in combination,to effect the tension stretch of the filling-support men tioned.
The nature of the improvements will appear from the description following, and be precisely pointed out by claims at the conclusion thereof.
In the accompanying drawings,which form part of this specification, like parts are denoted by like designation throughout.
Figure 1 is a view in section atthe floor and ceiling of a building, showing the tension appliances in position according to the practice of my invention. Fig. 2 is a viewin side elevation at the clamp, the I-beam being shown in cross-section. Fig. 3 is a view in end elevation at the clamp, the binders or transompieces being shown in cross-section. Fig. 4 is a perspective view of one of the dual clampjaws detached.
Beneath the series of floor-beams A is arranged the staging a, sustained on posts b, serving thereby to close temporarily the pocket or span between adjacent'beams.
Serial No. 889,898. (No model.)
Across and between the beams A extends the filling-support c,which consists, ordinarily, of a series of stout strands of wire secured together by cross-interlocks to form a compact netting or fabric. Sustained temporarily above the beams A is a binder or transompiece,which carries the tension device,whereby the filling-support c is brought under proper strain between the beams A in readi- 6o ness to receive the pocket-filling. For ease in handling, the binders or transom-pieces B are ordinarily used in pairs, the jack cl being set so as to project between them in contact with the supporter c or tie-bar e, resting there- 6 5 on. To hold the tran som-pieces 13 against the thrust of the jack d, and thus secure proper tension strain upon the supporter c, clamps C are provided, these being located at the beams A, the jawsf of the clamps clasping the head of the beam between them. Eaclyclamp C has a double purchase upon the floor-beam to whichit is secured, and for this purpose the clamp consists of double sets of pivoted jaws f, the companion jaws for each member of the clamp being in unison connection through a common cross-bar g, overlying the transoms B. At the outset the binders B rest upon the beams A, while the clamps C loosely'clasp the beams, sufficient play or free space existing between the clamp cross-bars g and the tops of the binders B to permit the easy release and removal of the clamps from position, if desired. hen tension is applied through the jack d against the supporter c, the tendency is to lift the binders B from place, so that they finally assume the position indicated by the figures. The thrust of the binders B against the clamps C causes thej aws of the latter to tighten theirgrip on the beams Aand to resist the further upward movement of the binders, so that the thrust at the jack (1 is brought to bear directly against the fabric support 0., \Vhen the beam-pockets have been filled and set, the pressure of the jacks is re- 9 5 leased, thus returning the binders to position at rest on the beams A, relieving the clamp C, so that these can be freely withdrawn and the binders shifted to new position.
Changes in detail within the skill of the mechanic to effect may be made without departing from the invention.
carried thereby for thrust against the sustainer, and the jaw-clamps gripping said beams and overlapping the binder, substantially as described.
3. Abuilding-clamp comprising double sets of pivoted jaws, the opposite jaws of eachset having a common cross-bar for unison connection and movement, substantially as described.
MITCHELL F. MCCARTHY.
Witnesses:
GEO. P. FISHER, J12, I. B. CARPENTER.
US460213D Building Expired - Lifetime US460213A (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2608370A (en) * 1948-08-23 1952-08-26 Follsain Wycliffe Foundries Lt Supporting means for girders or the like
US2657651A (en) * 1950-12-20 1953-11-03 Babcock & Wilcox Co Hanger construction for anchor tiles of refractory arches
US2690667A (en) * 1948-11-29 1954-10-05 Mauquoy Jean Stressed concrete beam
US2886875A (en) * 1956-11-14 1959-05-19 Concrete Technology Corp Apparatus and method for releasing loads on stressing beds for making prestressed concrete
US2958507A (en) * 1956-11-15 1960-11-01 Fmc Corp Cable hold down device for prestressed concrete casting beds
US3003217A (en) * 1957-02-25 1961-10-10 Ben C Gerwick Inc Apparatus for manufacturing prestressed concrete members
US3041702A (en) * 1957-10-15 1962-07-03 United States Steel Corp Method of making a prestressed reinforced concrete structure
US3347242A (en) * 1965-05-07 1967-10-17 Barker Graham Irving Bridge support for load supporting laths in vertical storage filing cabinet
US4129915A (en) * 1978-04-14 1978-12-19 The United States Of America As Represented By The Secretary Of The Army Cable tensioning means for king post structuring

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2608370A (en) * 1948-08-23 1952-08-26 Follsain Wycliffe Foundries Lt Supporting means for girders or the like
US2690667A (en) * 1948-11-29 1954-10-05 Mauquoy Jean Stressed concrete beam
US2657651A (en) * 1950-12-20 1953-11-03 Babcock & Wilcox Co Hanger construction for anchor tiles of refractory arches
US2886875A (en) * 1956-11-14 1959-05-19 Concrete Technology Corp Apparatus and method for releasing loads on stressing beds for making prestressed concrete
US2958507A (en) * 1956-11-15 1960-11-01 Fmc Corp Cable hold down device for prestressed concrete casting beds
US3003217A (en) * 1957-02-25 1961-10-10 Ben C Gerwick Inc Apparatus for manufacturing prestressed concrete members
US3041702A (en) * 1957-10-15 1962-07-03 United States Steel Corp Method of making a prestressed reinforced concrete structure
US3347242A (en) * 1965-05-07 1967-10-17 Barker Graham Irving Bridge support for load supporting laths in vertical storage filing cabinet
US4129915A (en) * 1978-04-14 1978-12-19 The United States Of America As Represented By The Secretary Of The Army Cable tensioning means for king post structuring

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