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US2930096A - Wall finishing masonry implement - Google Patents

Wall finishing masonry implement Download PDF

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Publication number
US2930096A
US2930096A US669157A US66915757A US2930096A US 2930096 A US2930096 A US 2930096A US 669157 A US669157 A US 669157A US 66915757 A US66915757 A US 66915757A US 2930096 A US2930096 A US 2930096A
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bars
wall
implement
tubes
nuts
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US669157A
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Haber Leo
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0655Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
    • E04G17/0658Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts remaining completely or partially embedded in the cast material

Definitions

  • This invention or implement is economical in use and is technically satisfactory in the finishing of concrete walls.
  • Fig. l is a fragmentary-plan view'of the implement.
  • Fig.l 2 is a transverse section of the implement taken on the'line 2-2 of Fig. l. y
  • Fig. 3 is a fragmentary sectional view showing how each bolt is applied to the implement.
  • Fig. 4 is a sectional view taken ⁇ on the line 4-41of Fig. 3.
  • Fig. 5 is a sectional view showing an adjustable means.
  • Fig. 6 is a sectional view showing the adjustable means,llike that of Fig. 5, taken on the line 6 6 of Fig. 5.
  • Fig. 7 is a sectionalV view taken on the line 7-7 of Fig. 6.
  • Fig. 8 is a vertical section taken substantially on lin 2 2 of Fig. 1, with the concrete applied.
  • This implement comprises a frame having two angle irons Vor steel bars 1 and 2 connected together fixeclly by tubes 'which are weldedat their ends to the upright webs of the angle irons or steel bars.
  • the nuts 4 are welded to the upright webs of the steel bars 1 and 2 inside of the connecting tube ends.
  • Longitudinal channel .bars 5 and 6 are provided to engagethe uprights 7 of the concrete fonn.
  • the screw threaded bolts 8 must be long enough to span the uprights .7 and also to pass through the channel bars and the webs as well as engage the nuts 4. ,
  • the bolts may be seven or eight inches long more or less.
  • the implement may be eight feet long more or less and frame units are made respectively for an eight inch structions represent the preferred form or species.
  • the connecting tubes 9 and 10 for the angle bars are telescopic, so that the angle bars may be adjustably spaced from each other to accommodate a wall thickness of eight inches, ten inches, twelve inches etc.
  • This modified unit can take the place of, at least three units of the preferred form or species.
  • feleseope tubes 9 and 10 must be provided with a series of suitably spaced transverse apertures 11 and 12 to receive removably transverse locking pins 13 and 14.
  • Finishing concrete material can now be applied ybetween the bars 1 and 2 and finished'off with a trowel substantially on a common plane coplanar with the plane defined by the lower surface portions of the horizontal webs of the angle bars 1 and 2.
  • Fig.. 8vis similar to Fig. 2 but is a more detailed disclosure, besides the concrete is shown.
  • the sheeting of the form ⁇ is indicated at 7' and the concrete is indicated by 8'.
  • the tubes may have screw threaded caps thereon (not shown). Each cap could be provided vwith a screw threaded aperture to receive the bolts. Each cap could be .welded tothe upright web of the angle bars or channel bars if substituted for the angle bars. Of course, channel bars could be substituted for the angle bars 1 and 2.-
  • This implement is a finishing device for a softl con'- crete wall and is not a complete wall form.
  • This implement s applied to the top of a soft concrete wall While the wall is still pliable.
  • the members 5 and 6 engage the uprights 7 on both sides of the wall retained by the usual form.
  • the lower webs of angle bars IlV and 2 engage the top of the wall as evenly as possible.
  • the horizontal webs of bars 1 and 2 engage the .top ofthe walleas much as possible and the lower surface portion of the webs of bars 1 and 2 define the top surface por- Ytion of the wall and may be finished by applying as much additional cement or concrete as may be necessary to finish the top portion of the soft concrete Wall.
  • the bolts 8 can be tightened accordingly ⁇ to straighten the wall and its form, especially the uppermost portion thereof While After a portion of Vthesorft wallrhas been straightened the implement can be shifted longitudinally a suitable f distance to straighten and treat an additional portion of thewall, and thus repeat the operation until the wall is completely straightened and finished.
  • a masonry implement comprising a long substantially rectangular frame having suitably spaced inner bars connected by a plurality of substantially uniformly spaced means, in combination with screw threaded nuts and screw threaded bolts in further combination with a pair of outer bars, each outer bar being located on the outside'of the inner bars, said nuts being located on the inside of said inner bars and secured thereto, said inner bars having apertures therein in alignment with Patented Mar.
  • said threaded nuts said outer bars also having apertures therein in alignment with the apertured portions of said inner bars, said inner bars being adapted to lie on the to-p of the soft wall between the uprights of the usual form, said apertured ⁇ portions of-said outer bars carrying.v said adjustable screw threaded bolts in alignment, respectively, with said nuts and the ⁇ apertured portions ⁇ of the inner bars and adjustably connected thereto, whereby, ⁇ said frame may be placed on top of ⁇ a soft concrete wall with said inner bars on the inside of the uprights of the usual form and said outer bars on the outside of the uprights, said bolts may be adjusted in order to. straighten the soft top portion of the wall and simultaneously guage the thickness of the soft wall.
  • said implement comprising a means for finishing the soft top ⁇ portion of a concrete wall
  • said implement comprising a long rectangular frame in combination with spacer tubes, screw threaded bolts and complemental nuts, said frame further comprising a pair of parallel inner bars adapted to be placed on top of a soft wall between the uprights of the usual form, in combination with an outer pair of clamping bars, said inner bars being connected by said tubes, said tubes being uniformly spaced from each other between said inner bars, said nuts being secured to said inner bars and on the inside of said tubes at the ends thereof, said clamping bars being adapted to engage the uprights of the usual wall form on the outside thereof, said bolts connecting said clamping bars to said inner bars whereby the uprights of the form may be drawn together to straighten the top soft portion of the Wall and guage the thickness thereof.
  • said implement comprising spacer tubes, screw threaded bolts and complemental nuts, and a long substantially rectangular frame, said frame having suitably spaced parallel inner bars, said bars being connected together in fixed relation by a plurality of said tubes uniformly spaced, said tubes having screw, and said threaded nuts at their ends in connection with the inner bars said inner bars being placeable between the uprights of the usual form, in combination with additional bars located in spaced relation from each other and located, respectively, on the outside of the inner bars in spaced parallel relation and also on the outside of the uprights of the usual form, each of said bars having, at least, one upright web and one horizontal web, said bars having apertures in their upright ⁇ webs in alignment, respectively, with said screw threaded nuts, said bolts passing through the apertured portions of .said bars and engaging, respectively, the threaded nuts, whereby when the frame is Vinitially placed on top of the soft wall, the additional bars may engage the uprights on the outside thereof of theV usual form and draw them together to straight
  • said implement comprising spacer tubes, screw thread bolts and their complemental nuts and a long finishing frame for a soft concrete wall, said frame comprising a pair of inner bars arranged in substantially parallel spaced relation, said bars being connected by a plurality of said spacer tubes,
  • said tubes being uniformly spaced from each other, said.
  • said additional bars being locatable on the outside of the uprights of a usual concrete form, all of said bars having apertures therein arranged, respectively, in alignment with said nuts and screw threaded bolts, said bolts extending through the apertured portions of said bars and engaging saidnuts, whereby said additional bars may be drawn uniformly together and toward said rst mentioned bars to straighten the top portion of the soft wall and simultaneously guage the thickness of the top portion of the wall.
  • said implement comprising telescopic spacer tubes, screw threaded bolts and their complemental nuts, and a long finishing frame for a soft concrete Wall, said frame comprising a pair of inner bars, said bars being substantially parallel and suitably spaced from each other, said bars being connected by said telescopic tubes, said tubes being arranged in substantially uniformly' spaced relation relative to each other the outermost ends of said tubes being welded at said ends, respectively, to said bars said nuts being welded to said bars, respectively, inside the outer ends of said tubes, said inner bars being placeable on the top portion of a sott wallrbetween the uprights of the usual form,

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

March 29, 1960 1 HABER 2,930,096
WALL FINISHING MASONRY IMPLEMENT Filed July 1,v 1957 2 Sheets-Sheet 1 11E-.1 -wi-Z o o o 0: fr.
i 9 INVENTOR E 7 0 #A55/Q! ATTORNEY March 29,y 1960 L, HABER 2,930,096
WALL F'INISHING MASONRY IMPLEMENT Filed July l, 1957 2 Sheets-Sheet 2 INVENTOR BY M TLG-" ATTORNEY United States Patent 2,930,096 WALL FINISHING MAsoNRY IMPLEMENT Leo Haber, Riverdale, Md.
Application July 1, 1957, Serial No. 669,157
Claims. (Cl. 25-131) same time provide for the application of finishing material for the desired smooth straight finish.'
This invention or implement is economical in use and is technically satisfactory in the finishing of concrete walls.
Other objects andadvantages will be revealed in connection with the detailed description-of the accompanying drawings," which constitute a part of this application.
In the drawings:
Fig. l is a fragmentary-plan view'of the implement.
Fig.l 2 is a transverse section of the implement taken on the'line 2-2 of Fig. l. y
Fig. 3 is a fragmentary sectional view showing how each bolt is applied to the implement.
Fig. 4 is a sectional view taken `on the line 4-41of Fig. 3.
Fig. 5 is a sectional view showing an adjustable means.
Fig. 6 is a sectional view showing the adjustable means,llike that of Fig. 5, taken on the line 6 6 of Fig. 5. Fig. 7 is a sectionalV view taken on the line 7-7 of Fig. 6.
Fig. 8 is a vertical section taken substantially on lin 2 2 of Fig. 1, with the concrete applied. t
This implement comprises a frame having two angle irons Vor steel bars 1 and 2 connected together fixeclly by tubes 'which are weldedat their ends to the upright webs of the angle irons or steel bars.
The nuts 4 are welded to the upright webs of the steel bars 1 and 2 inside of the connecting tube ends.
Longitudinal channel .bars 5 and 6 are provided to engagethe uprights 7 of the concrete fonn. The screw threaded bolts 8 must be long enough to span the uprights .7 and also to pass through the channel bars and the webs as well as engage the nuts 4. ,The bolts may be seven or eight inches long more or less.
The implement may be eight feet long more or less and frame units are made respectively for an eight inch structions represent the preferred form or species.
In the modification shown in Figs. 5, 6 and 7 the connecting tubes 9 and 10 for the angle bars are telescopic, so that the angle bars may be adjustably spaced from each other to accommodate a wall thickness of eight inches, ten inches, twelve inches etc.
This modified unit can take the place of, at least three units of the preferred form or species.
Awall, ten inch wall, twelve inch wall etc.V These con- In the modified ferm Figs. s, 6 and 7 the feleseope tubes 9 and 10 must be provided with a series of suitably spaced transverse apertures 11 and 12 to receive removably transverse locking pins 13 and 14.
When a concrete wall reaches the finishing phase and its top portion 9 is still soft this implement is applied to the top of the concrete wall, so that the angle bars 1 and 2 rest on the top of the wall. The channel bars 5 and 6 engage the uprights 7 on the outside thereof and when the implement is in proper position the bolts '8 are tightened sufficiently to straighten the wall and make it conform to the straightness of the implement frame and at the same time the desired thickness.
Finishing concrete material can now be applied ybetween the bars 1 and 2 and finished'off with a trowel substantially on a common plane coplanar with the plane defined by the lower surface portions of the horizontal webs of the angle bars 1 and 2. i
When the concrete is sufficiently set or solidified then guage and force the wall to V.the implement can be removed and thereby leaving a` substantially perfect finish to the top portion of the wall.
Fig.. 8vis similar to Fig. 2 but is a more detailed disclosure, besides the concrete is shown. The sheeting of the form `is indicated at 7' and the concrete is indicated by 8'.
Detailed modifications may be resorted to as longas they come within the purview of the metes and bounds of the claims presented. For example, the tubes may have screw threaded caps thereon (not shown). Each cap could be provided vwith a screw threaded aperture to receive the bolts. Each cap could be .welded tothe upright web of the angle bars or channel bars if substituted for the angle bars. Of course, channel bars could be substituted for the angle bars 1 and 2.-
This implement is a finishing device for a softl con'- crete wall and is not a complete wall form. This implement s applied to the top of a soft concrete wall While the wall is still pliable. The members 5 and 6 engage the uprights 7 on both sides of the wall retained by the usual form. The lower webs of angle bars IlV and 2 engage the top of the wall as evenly as possible. Of course, the horizontal webs of bars 1 and 2 engage the .top ofthe walleas much as possible and the lower surface portion of the webs of bars 1 and 2 define the top surface por- Ytion of the wall and may be finished by applying as much additional cement or concrete as may be necessary to finish the top portion of the soft concrete Wall. Y
Of course, if the wall is not straight the bolts 8 can be tightened accordingly` to straighten the wall and its form, especially the uppermost portion thereof While After a portion of Vthesorft wallrhas been straightened the implement can be shifted longitudinally a suitable f distance to straighten and treat an additional portion of thewall, and thus repeat the operation until the wall is completely straightened and finished.
Having fully described my invention and the operation thereof, what I claim is: t
l. In a masonry implement comprising a long substantially rectangular frame having suitably spaced inner bars connected by a plurality of substantially uniformly spaced means, in combination with screw threaded nuts and screw threaded bolts in further combination with a pair of outer bars, each outer bar being located on the outside'of the inner bars, said nuts being located on the inside of said inner bars and secured thereto, said inner bars having apertures therein in alignment with Patented Mar. 29, 1950' l said threaded nuts, said outer bars also having apertures therein in alignment with the apertured portions of said inner bars, said inner bars being adapted to lie on the to-p of the soft wall between the uprights of the usual form, said apertured` portions of-said outer bars carrying.v said adjustable screw threaded bolts in alignment, respectively, with said nuts and the `apertured portions` of the inner bars and adjustably connected thereto, whereby,` said frame may be placed on top of `a soft concrete wall with said inner bars on the inside of the uprights of the usual form and said outer bars on the outside of the uprights, said bolts may be adjusted in order to. straighten the soft top portion of the wall and simultaneously guage the thickness of the soft wall.
2. In a masonry implement, said implement comprising a means for finishing the soft top `portion of a concrete wall, said implement comprising a long rectangular frame in combination with spacer tubes, screw threaded bolts and complemental nuts, said frame further comprising a pair of parallel inner bars adapted to be placed on top of a soft wall between the uprights of the usual form, in combination with an outer pair of clamping bars, said inner bars being connected by said tubes, said tubes being uniformly spaced from each other between said inner bars, said nuts being secured to said inner bars and on the inside of said tubes at the ends thereof, said clamping bars being adapted to engage the uprights of the usual wall form on the outside thereof, said bolts connecting said clamping bars to said inner bars whereby the uprights of the form may be drawn together to straighten the top soft portion of the Wall and guage the thickness thereof.
3. In a masonry implement, said implement comprising spacer tubes, screw threaded bolts and complemental nuts, and a long substantially rectangular frame, said frame having suitably spaced parallel inner bars, said bars being connected together in fixed relation by a plurality of said tubes uniformly spaced, said tubes having screw, and said threaded nuts at their ends in connection with the inner bars said inner bars being placeable between the uprights of the usual form, in combination with additional bars located in spaced relation from each other and located, respectively, on the outside of the inner bars in spaced parallel relation and also on the outside of the uprights of the usual form, each of said bars having, at least, one upright web and one horizontal web, said bars having apertures in their upright `webs in alignment, respectively, with said screw threaded nuts, said bolts passing through the apertured portions of .said bars and engaging, respectively, the threaded nuts, whereby when the frame is Vinitially placed on top of the soft wall, the additional bars may engage the uprights on the outside thereof of theV usual form and draw them together to straighten the top soft portion of the wall and simultaneously guage the thickness thereof.
4. In a masonry implement, said implement comprising spacer tubes, screw thread bolts and their complemental nuts and a long finishing frame for a soft concrete wall, said frame comprising a pair of inner bars arranged in substantially parallel spaced relation, said bars being connected by a plurality of said spacer tubes,
said tubes being uniformly spaced from each other, said.
nuts being welded to said bars, respectively, inside of the ends of said tubes, said inner bars being placeable on the top of a soft concrete Wall between the uprights of the usual form, in combination with two additional bars arranged in substantially parallel relation to themselves and to the first mentioned bars and each bar f located outside, respectively, of said first mentioned bars,
said additional bars being locatable on the outside of the uprights of a usual concrete form, all of said bars having apertures therein arranged, respectively, in alignment with said nuts and screw threaded bolts, said bolts extending through the apertured portions of said bars and engaging saidnuts, whereby said additional bars may be drawn uniformly together and toward said rst mentioned bars to straighten the top portion of the soft wall and simultaneously guage the thickness of the top portion of the wall.
5. In a masonry implement, said implement comprising telescopic spacer tubes, screw threaded bolts and their complemental nuts, and a long finishing frame for a soft concrete Wall, said frame comprising a pair of inner bars, said bars being substantially parallel and suitably spaced from each other, said bars being connected by said telescopic tubes, said tubes being arranged in substantially uniformly' spaced relation relative to each other the outermost ends of said tubes being welded at said ends, respectively, to said bars said nuts being welded to said bars, respectively, inside the outer ends of said tubes, said inner bars being placeable on the top portion of a sott wallrbetween the uprights of the usual form,
in combination with two additional bars, said additional bars being arranged in spaced substantially parallel relation to `themselves and to the first mentioned bars and each additional bar being located outside of said rst mentioned bars, all of said bars having apertures therein arranged, respectively, in alignment with said nuts, said bolts extending through the aperture portions of said bars and engaging said nuts, whereby said additional bars may be drawn uniformly toward said rst mentioned bars to straighten the top portion of the soft wall and simultaneously guage the thickness of the top portion of the Wall.
References Cited in the tile of this patent UNITED STATES PATENTS Great Britain Sept. 18, 1945
US669157A 1957-07-01 1957-07-01 Wall finishing masonry implement Expired - Lifetime US2930096A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3025392A (en) * 1958-10-14 1962-03-13 Worth Joseph Electric lamp
US3182766A (en) * 1962-02-20 1965-05-11 Robertson Co H H Trim cap structure for a curtain wall mullion
US3473778A (en) * 1966-07-12 1969-10-21 Outinord St Amand Formawork for starter walls
DE1684498B1 (en) * 1967-09-30 1971-06-03 Tempes Geb Manthey Erna Formwork for a concrete wall
US20170254072A1 (en) * 2014-10-15 2017-09-07 Twinwall Icf Limited A formwork system

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US830893A (en) * 1905-11-20 1906-09-11 Harry P Engelhardt Concrete-wall-forming apparatus.
US1236852A (en) * 1914-11-17 1917-08-14 Stewart R Mckay Hollow-wall concrete-mold.
US1309084A (en) * 1919-07-08 Spacing bab ob core fob plastic work
US1665649A (en) * 1927-02-19 1928-04-10 Charles T Whitescarver Spreader tie for concrete-wall forms
US1682740A (en) * 1926-10-11 1928-09-04 Samuel S Colt Retaining means for concrete forms
US2107427A (en) * 1936-04-25 1938-02-08 Albert J Schwarzler Mold for concrete walls or the like
US2250064A (en) * 1939-03-22 1941-07-22 Matthew A Jorsch Wall form
GB571984A (en) * 1943-10-25 1945-09-18 Norman Ben Cave Improvements in and relating to bolt couplers, turnbuckles and the like
US2511584A (en) * 1947-05-12 1950-06-13 Hayden C Hill Wall form construction
DE848414C (en) * 1942-07-04 1952-09-04 Dyckerhoff & Widmann Ag Device for tensioning formwork walls for concrete structures
US2727294A (en) * 1951-09-24 1955-12-20 Rocwall Company Wall form and clamping means therefor

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1309084A (en) * 1919-07-08 Spacing bab ob core fob plastic work
US830893A (en) * 1905-11-20 1906-09-11 Harry P Engelhardt Concrete-wall-forming apparatus.
US1236852A (en) * 1914-11-17 1917-08-14 Stewart R Mckay Hollow-wall concrete-mold.
US1682740A (en) * 1926-10-11 1928-09-04 Samuel S Colt Retaining means for concrete forms
US1665649A (en) * 1927-02-19 1928-04-10 Charles T Whitescarver Spreader tie for concrete-wall forms
US2107427A (en) * 1936-04-25 1938-02-08 Albert J Schwarzler Mold for concrete walls or the like
US2250064A (en) * 1939-03-22 1941-07-22 Matthew A Jorsch Wall form
DE848414C (en) * 1942-07-04 1952-09-04 Dyckerhoff & Widmann Ag Device for tensioning formwork walls for concrete structures
GB571984A (en) * 1943-10-25 1945-09-18 Norman Ben Cave Improvements in and relating to bolt couplers, turnbuckles and the like
US2511584A (en) * 1947-05-12 1950-06-13 Hayden C Hill Wall form construction
US2727294A (en) * 1951-09-24 1955-12-20 Rocwall Company Wall form and clamping means therefor

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3025392A (en) * 1958-10-14 1962-03-13 Worth Joseph Electric lamp
US3182766A (en) * 1962-02-20 1965-05-11 Robertson Co H H Trim cap structure for a curtain wall mullion
US3473778A (en) * 1966-07-12 1969-10-21 Outinord St Amand Formawork for starter walls
DE1684498B1 (en) * 1967-09-30 1971-06-03 Tempes Geb Manthey Erna Formwork for a concrete wall
US20170254072A1 (en) * 2014-10-15 2017-09-07 Twinwall Icf Limited A formwork system
US10487501B2 (en) * 2014-10-15 2019-11-26 Twinwall Icf Limited Formwork system

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