US1861766A - Form for building columns and beams - Google Patents

Form for building columns and beams Download PDF

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US1861766A
US1861766A US473380A US47338030A US1861766A US 1861766 A US1861766 A US 1861766A US 473380 A US473380 A US 473380A US 47338030 A US47338030 A US 47338030A US 1861766 A US1861766 A US 1861766A
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plates
walls
sills
wall
batten
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William G Venard
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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
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/40Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
    • E04G11/46Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings of hat-like or trough-like shape encasing a rib or the section between two ribs or encasing one rib and its adjacent flat floor or ceiling section
    • 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
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E04G13/023Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions
    • E04G13/025Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions with stiff clamping means bracing the back-side of the form without penetrating the forming surface
    • E04G13/026Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions with stiff clamping means bracing the back-side of the form without penetrating the forming surface the forming surface-element being the same for different sections of the column

Definitions

  • This invention relates to improvements in building forms and particularly to forms'tor making beams and columns of buildings in the course of erection, especially plastic columns and beams.
  • One of the objects of the present invention to provide a simple, and inexpensive concrete beam and column building form designed along lines that assures the saving of both time and labor.
  • a further purpose of this invention is to provide beam and column forms constructed of extensible, adjustable parts so that the size of the form enclosure may be'varied at will.
  • Another object thereof is to provide beam or column forms built up vertically and transversely from a series of replaceable andinterchangeable metal plates so arranged and constructed as to avoid the necessity of the form having to be cutto predetermined.
  • a further object of this invention is to pro vide a series of interchangeable, adjustable battens or bracing members designed to be lengthened or reduced in length accordingly as the width of the form walls vary.
  • a still further object of this invention is to provide a beam form extension designed to be built onto and removably connected to the upper end of the column form to allow the beam and column to be built from a unit form enclosure.
  • Another object of this invention is to provide a novel form of means for bracing the coinciding edges of superimposed metal plates of a form wall structureto assure prop' er clamping pressure being exerted along these marginal parts of sectional walls, and to this end each batten or bracing unit consists of two parts, one part telescoping in the other part, and each part consists of two elongated parallel sills with cross arms interconnecting them into a rigid whole. In the spaces between the sills of the wider parts of each bracing unit are located channel-shaped metal rests, their edges of the two arms thereof overlying the coinciding edges of meeting wall plates in a plane at right angles to the sills of the brace members which overlie these same surfaces longitudinally.
  • a series of T-shaped bolts are employed in a manner that theircross heads may directly overlie and bear upon the opposing sills of the narrow parts of each brace member, which are slidably adjustable in the wider parts of the same brace member, while other of these bolts have their cross heads overlying the channel shaped metal rests since they cannot directly span the sills of the wider brace parts.
  • the shanks of the T-shaped bolts are screw-threaded and they are tapped into the coinciding edges of the plates with thumb nuts engaged upon their inner ends to clamp the heads of these bolts and draw the battens or brace members under pressure upon these plates.
  • I' also provide novel means for locking the corner-arranged brace members or unit-s one to the other under mechanical frictional pressure for the purpose of assuring that the corners of, the form will be held in rigid rela tionship and against buckling.
  • Figure 1 is a fragmental front elevation of a form wall made of two superposed plate sections, showing the battens for holding their coinciding edges together,
  • Figure 2 is a sectional elevation, partly in section, of a. beam-making form attachment for a wall of the column form
  • Figure 3 is a fragmental View of portions of the front walls of two coinciding metal plates
  • FIG. 4 is a detail sectional view showing endwise two vertically arranged wall plates, showing a' batten overlying both of them, with a special bolt-head rest in this batten,
  • Figure 5 shows a similar arrangement of Figure 9 is a bott'onixplaniview of Figure 7,1.
  • Figure 10 is a top plan View showing two corner sections of a colun1n--form*,' with the batten locking means,
  • Figure 11 is atop plan view, partly in section, of apprti-on'of a pilaster .form showing its location .withrespectto.wallposts,
  • Figure 12. is a perspectiveview of overlap ping fornr sections
  • Figure 13 is a sectional .view of'a corner part of aform showingupona wallthereofin. top. plan, closureplate .for a- :debris-removing: openlng,
  • FIG. 17 is a view similar to Figure l6sbuti showingthe closure .plateinopen position..
  • Figure '14 shows how these plates are arrangedto produce a rectangular enclosure for building a concrete column or post therein; Since the sheet metal plates will be of inapprociable thickness their overlap will hardly interfere with the flush continuation of. eachiside ⁇ of the -comple'ted:column.
  • bracing membersior units .in-the form of battens now to-bedescribeda In Figure 1 it will be seen-:that each batten or bracing unit consistsof two-parts,'one part being narrowerthan the-other and telescoping adj ustablyin-the other part. Each part is. similarly constructed as follows. wider part of the-adjustablebatten consists of the-elongated spacedapart parallel sills 21, 22 with-the intervening-space 26, the cross bars 23 -.connecting;.these sills together.
  • the batten.-. consists also of paralleli spaced sills24, 25, withthe inter-J vening;s pace-.27, andthe :cross bars 28 connecting the sills in. a whole;
  • the batten parts will overlie the marginal coincidingvportions or edgeswof..the-plates A.and TuIIl such a lIlHllIIQl-ztllfit the longitudinalsills 21,124 of the adj ustable parts :of thebatten will overlap plate-A.-while the sills 22, of these same hold! the :ba-ttens eundernnechanicali pressure against plates-A .and :T.the following means is employed.
  • a handle 37 formed with an elongated slot (if desired to allow clearance against the bolt 34 that might project therethrough is desired) is provided, which has its inner end 3764 pivoted upon a pin 38, mounted operatively in the sills 24, 25 of the batten section.
  • This handle may thus be swung inwardly in the recess 27 of this batten section as shown in Figure 10 in dotted lines, the purpose in doing so being to actuate a saddle member now to be described.
  • the saddle locking member is composed of two parallel arms 40, 41 pivoted upon a pin 39 connected to the lever 37 at its inner end,
  • a specially constructed form is furnished shown particularly in' Figure 8.
  • a channel-shaped member composed of the trapezoidal-shaped parallel walls 46,and' 47 and the inclining bottom plate orwall 45, there being an outturned right-angular flange 48 and 49 formed respectively upon the walls 46, 47 of this beamforming mem-- Figure 6 may overlie the edges of portions- 444 of the form wall plate 44, and nowfasteners 53 will secure flanges to this wall.
  • the use of the flanges 49, 50 is optional. In this way the beam-making form will permit the beam and column to be molded in one continuous operation.
  • I also providean efiective means of blowing or sweeping out dirt, and debris that may accumulate in the completed form and for this purpose
  • I form a hole 52.
  • a closure plate 55 having a handle 56 will be slidably and frictionally guided inthe guide tracks 54 formed integrally upon the opposing edges of this recess or hole 52.
  • a hose may sprinkle water into the form to wash away dirt and similar or foreign particles. or the dirt may be removed from this hole in any other effective manner;
  • a form as described consisting of a se ries of rightangular corner plates,arranged in adjustable relation and in overlapping position one against the other to provide a rec-
  • the bottom wall 45 is formed at its upon'iall' side's ofa'the enclosuresin-a manner tangular enclosure, aplurality'of similar en;-v
  • a series of vertical walls, each composed of aapluralit ysof plates arranged .in superimposed-relation flush with each other, bracing unit'srarranged' transversely of each pair of 3 superimposed plates, and arranged to overlapathecoinciding edges of each pair of superimposed 'plates,:each unit consisting: of a pair of telescoping. adjustable clamps of which one clampiis wider than the other, each clamp of each unit composed-of :a pair of longitudinal parallel-sills interconnected transversely, arseries; of: Tf-shapedi bolts having screw threaded shanks, some of which have their headsoverlapping the sills, atrightangles,

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

June 7, 1932. w. G. VENARD FORM FOR BUILDING COLUMNS AND BEAMS 1 H y 1 fl 5 j n w\ H m Z A 2 m u w June 7, 1932.
w. G. VENARD FORM FOR BUILDING COLUMNS AND BEAMS,
Filed Aug. 6, 1930 2 Sheets-Sheet 2 & M4
INVENTOR latented June 7, 1932 Unites STAT-ES WILLIAM G. VENARD, OF LOS AN GELES, CALIFORNIA FOR-M FOR BUILDING COLUMNS ANDBEAMS 7 Application filed August 6, 1930. Serial No. 473,380.
This invention relates to improvements in building forms and particularly to forms'tor making beams and columns of buildings in the course of erection, especially plastic columns and beams.
One of the objects of the present invention to provide a simple, eficient and inexpensive concrete beam and column building form designed along lines that assures the saving of both time and labor.
A further purpose of this invention is to provide beam and column forms constructed of extensible, adjustable parts so that the size of the form enclosure may be'varied at will.
Another object thereof is to provide beam or column forms built up vertically and transversely from a series of replaceable andinterchangeable metal plates so arranged and constructed as to avoid the necessity of the form having to be cutto predetermined.
widths and sizes, and permitting a number of metal plates to be set up quickly for the same purpose. V
A further object of this invention is to pro vide a series of interchangeable, adjustable battens or bracing members designed to be lengthened or reduced in length accordingly as the width of the form walls vary.
A still further object of this invention is to provide a beam form extension designed to be built onto and removably connected to the upper end of the column form to allow the beam and column to be built from a unit form enclosure.
Another object of this invention is to provide a novel form of means for bracing the coinciding edges of superimposed metal plates of a form wall structureto assure prop' er clamping pressure being exerted along these marginal parts of sectional walls, and to this end each batten or bracing unit consists of two parts, one part telescoping in the other part, and each part consists of two elongated parallel sills with cross arms interconnecting them into a rigid whole. In the spaces between the sills of the wider parts of each bracing unit are located channel-shaped metal rests, their edges of the two arms thereof overlying the coinciding edges of meeting wall plates in a plane at right angles to the sills of the brace members which overlie these same surfaces longitudinally. A series of T-shaped bolts are employed in a manner that theircross heads may directly overlie and bear upon the opposing sills of the narrow parts of each brace member, which are slidably adjustable in the wider parts of the same brace member, while other of these bolts have their cross heads overlying the channel shaped metal rests since they cannot directly span the sills of the wider brace parts. The shanks of the T-shaped bolts are screw-threaded and they are tapped into the coinciding edges of the plates with thumb nuts engaged upon their inner ends to clamp the heads of these bolts and draw the battens or brace members under pressure upon these plates.
I'also provide novel means for locking the corner-arranged brace members or unit-s one to the other under mechanical frictional pressure for the purpose of assuring that the corners of, the form will be held in rigid rela tionship and against buckling.
lVith the'above and other objects in View my invention consists in the combination, arrangement and details of construction disclosed in the drawings and specification, and then more particularly pointed out in the appended claims. 80
In the drawings, which are merely illustrative of my invention, and in which similar reference characters designate similar parts thruout the respective views,
Figure 1 is a fragmental front elevation of a form wall made of two superposed plate sections, showing the battens for holding their coinciding edges together,
Figure 2 is a sectional elevation, partly in section, of a. beam-making form attachment for a wall of the column form,
Figure 3 is a fragmental View of portions of the front walls of two coinciding metal plates,
Figure 4 is a detail sectional view showing endwise two vertically arranged wall plates, showing a' batten overlying both of them, with a special bolt-head rest in this batten,
Figure 5 shows a similar arrangement of Figure 9 is a bott'onixplaniview of Figure 7,1.
Figure 10 is a top plan View showing two corner sections of a colun1n--form*,' with the batten locking means,
Figure 11 is atop plan view, partly in section, of apprti-on'of a pilaster .form showing its location .withrespectto.wallposts,
Figure 12.is a perspectiveview of overlap ping fornr sections,
Figure 13 is a sectional .view of'a corner part of aform showingupona wallthereofin. top. plan, closureplate .for a- :debris-removing: openlng,
plateishowing ,the closure. plate closed in the debris-removing. opening, and 1 Figure 17 is a view similar to Figure l6sbuti showingthe closure .plateinopen position..
In thedrawings any number ofmetal. thin. plates .-are--. employed to-produce the -form: for
making apost or column or beam It is pre-,
ferredrthat the several :wallsections to-make up this form suchasthe plates FA, B C, etc. be rightangular in.cross-sectiomeach havlng thelwalls 10rand. 11.. 111': Figurel2 it is shown. how these rightangular aplates overlie one up-H on the marginal .edge of. .tllBOtllBl so as to be adjustableto vary. the widtlrof the wall of the form which they will serve "to. make. Figure l lshows flanges 12,.13 -formed upon the. =cor-n er. parts of each. rightangular plate A' B; CjandDf respectively, the terminals beyonduthe, adj acent..extre1ne end ofthe flange 12, so these parts are shoulderedione against the other. Here the flanges serveto reinforce the rightangular plates giving .themmore strength. and. durability.
Figure '14: shows how these plates are arrangedto produce a rectangular enclosure for building a concrete column or post therein; Since the sheet metal plates will be of inapprociable thickness their overlap will hardly interfere with the flush continuation of. eachiside {of the -comple'ted:column.
In Figure 11 :the "method "of securing "the. form platesabout Wall: posts is shown. where columns,..-..I-Iere it is .obser-vedthat the walls '11 of each rightangular plate may be formed with a rightangular flange at the end opposite to, and parallel with the wall 10 of each plate. The wall-making plates will have their inner marginal portions overlapping the wall posts 18 while the flanges 19 will overlap these marginal portions of the wall plates 20. Otherwise :therwalls 10 of both plates will adjustably overlap so as to provide one wall and part of rightangular walls of the cohunn.
The. rectangulamenclosures thus produced will be caused to build up a vertical structure and thiswill 'orunay be done by setting the lower edges of upper plates upon the upper edges of lower plates to produce a flush wall :-as shownz-in Figure 1, where A and T represent the walls .-as they are-superimposed and where 14 designates the coinciding edges of these superimposed plates. In order to hold the superimposed walls of the proposed column form at any "height-where placed vertically it .is designeduto employ; bracing membersior units .in-the form of battens now to-bedescribeda In Figure 1 it will be seen-:that each batten or bracing unit consistsof two-parts,'one part being narrowerthan the-other and telescoping adj ustablyin-the other part. Each part is. similarly constructed as follows. wider part of the-adjustablebatten consists of the-elongated spacedapart parallel sills 21, 22 with-the intervening-space 26, the cross bars 23 -.connecting;.these sills together. The
narrower apart .of the batten.-.consists also of paralleli spaced sills24, 25, withthe inter-J vening;s pace-.27, andthe :cross bars 28 connecting the sills in. a whole; The batten parts will overlie the marginal coincidingvportions or edgeswof..the-plates A.and TuIIl such a lIlHllIIQl-ztllfit the longitudinalsills 21,124 of the adj ustable parts :of thebatten will overlap plate-A.-while the sills 22, of these same hold! the :ba-ttens eundernnechanicali pressure against plates-A .and :T.the following means is employed.
- It. is desineditoieniploy; any of a number of- T similarly sizedand:sha-ped@T+shaped bolts with 10A'of the walls. 10 of which-platessprojeet" suitable cross-heads as the means of fastening the battenssremovably; against the several Walls' made by the form for building a column.
HaCGd'vEiQ-Zi ThQzI'GStS-wtllfl stationed in sucha manner thatithe right- angular walls 30, 31 ofeach. rest will bridge the coincidingedges 14 of .the. superimposed formwplatesrfnand T trans-verselyi-of; the battens andat right anglesato the line of overlapping; ofthe sills of the battens.- The rests will fit only in the space .26 between the sills -21,. 22" of. the wider pact of themovable batten .seetionsrand are The enough to span the sills 24, 25 of the narrower batten section but not wide enough to bridge the sills 21, 22 of the wider part, hence the necessity of using the rests to make them provide a rigid backing for the cross heads 32' of the bolts to engage in their function of drawing the battens against the plates A and T etc.
- In Figure 3 it will be seen that the coinciding edges of plates A and Tare formed with bolt-hole recesses and 16 respectively, designed, when these plates are arranged in superimposed relation, to provide bolt holes 17, so after the cross-heads of the bolts overlie the sills 24, and the tops 29 of the rests, the bolts will pass thru these bolt holes 17 and project beyond the opposite faces of the plates A and T etc. Thumb nuts .36 may now be screwed home upon the screw-threaded terminals of these bolts, and clamp the battens against the plates. With all parts thus arranged, the nuts could be loosened sufliciently to allow the batten parts to be moved in and out one relatively to the other to be made coextensive with the width of the form wall plates.
In order to apply suitable mechanical pressure against the corners of the form wall plates whereby they are interlocked at these points rigidly and against buckling or collapsation I employ means to lock the battens that are arranged at right angles, at the corners of the form, together. For this purpose a handle 37 formed with an elongated slot (if desired to allow clearance against the bolt 34 that might project therethrough is desired) is provided, which has its inner end 3764 pivoted upon a pin 38, mounted operatively in the sills 24, 25 of the batten section. This handle may thus be swung inwardly in the recess 27 of this batten section as shown in Figure 10 in dotted lines, the purpose in doing so being to actuate a saddle member now to be described.
The saddle locking member is composed of two parallel arms 40, 41 pivoted upon a pin 39 connected to the lever 37 at its inner end,
while another locking pin 42 is connected to the free ends of arms 40, 41 so as to rigidly span and connect the same. The ends of the sills 24, 25 of the batten shown in end elevation in Figure 1 are provided with a corner notch shown at 43 in Figure 10, and in this notch the pin 42 may extend when the handle is in dotted line position shown in Figure 10. It will now be seen that guide 56 secured rigidly to the bottom limits the back movement of lever handle 37, and as the handle moves backwardly from dotted line position to full line position shown in Figure 10 the arms 55 40, 41 of the saddle piece are drawn back Thus it will bewardly sufliciently to force the pin 42 into recess 43, and to exert a pressure upon the batten shown endwise in Figure 1, effective to lock this batten to the batten shown overlapping form plates A and T in Figure 1. In this manner it is assured that the corner marginal edges of the right angularly dis-- posed form walls will remain rigidly in proper place. x 1
It may be desired to provide beam-making attachment to the column forms so'that the overhead horizontal beam may be molded at the same time with the supporting columns or posts therefor. For this purpose a specially constructed form is furnished shown particularly in'Figure 8. Here there is disclosed a channel-shaped member composed of the trapezoidal-shaped parallel walls 46,and' 47 and the inclining bottom plate orwall 45, there being an outturned right-angular flange 48 and 49 formed respectively upon the walls 46, 47 of this beamforming mem-- Figure 6 may overlie the edges of portions- 444 of the form wall plate 44, and nowfasteners 53 will secure flanges to this wall. The use of the flanges 49, 50 is optional. In this way the beam-making form will permit the beam and column to be molded in one continuous operation.
I also providean efiective means of blowing or sweeping out dirt, and debris that may accumulate in the completed form and for this purpose I form a hole 52. in the bottom of any form plate, and a closure plate 55 having a handle 56 will be slidably and frictionally guided inthe guide tracks 54 formed integrally upon the opposing edges of this recess or hole 52. In this way when the closure plate is raised access is given into the interior of the form whereby a hose may sprinkle water into the form to wash away dirt and similar or foreign particles. or the dirt may be removed from this hole in any other effective manner;
' v I do not int-end to limit myself to the exact details of construction but'aim to cover all variations falling within the purview of the appended claims.
What I desire to claim and seek protection on is as foliows:
1. A form as described consisting of a se ries of rightangular corner plates,arranged in adjustable relation and in overlapping position one against the other to provide a rec- The bottom wall 45 is formed at its upon'iall' side's ofa'the enclosuresin-a manner tangular enclosure, aplurality'of similar en;-v
clo'sures:beingzsuperimposed one upon the Otl'IBIYSO-Ztllitfitllill edges, co1nc1de,. a serles of rigid. telescoping'bracemembers arranged ners'iof'eachenolosure-to hold allbracemembers inxplace;
2:'- A1form"as described consistingof a series-of collapsible rectangular enclosures built upzfrom metal plates,- said plates being arranged'sin; superimposed relation to build a vertical structure,-a separate rigid extensible brace" overlapping the coinciding edges 1 of eachzwall. 1 formed .by, superimposed plates, bo1ts:..tapped'th'ru .the bracemembers and 'passingz'ithru the. coinciding-edges of said superimposed plates, means carried by parts of the adjustable brace members designed to press said brace members against the coinciding'ed-ges of the plates as said bolts are driven home, nutsclamping the bolts upon said plates, andimeans for manually exerting .a pressure uponuall .of :said brace members at the corners of the enclosures to assure rigid lockingaof all plates together.
3; Ina deviceas described, in combination a series =of vertical walls, each composed of aapluralit ysof plates arranged .in superimposed-relation flush with each other, bracing unit'srarranged' transversely of each pair of 3 superimposed plates, and arranged to overlapathecoinciding edges of each pair of superimposed 'plates,:each unit consisting: of a pair of telescoping. adjustable clamps of which one clampiis wider than the other, each clamp of each unit composed-of :a pair of longitudinal parallel-sills interconnected transversely, arseries; of: Tf-shapedi bolts having screw threaded shanks, some of which have their headsoverlapping the sills, atrightangles,
plates;upon said'bolts to draw the units under pressure against the plates.
4. In a device as described, in combination T walls ;o a; building: Vforma consisting of :metal plates arranged in superimposed relation to build: vertical structures,ithe coinciding edges of :each: :pairz of superimposed plates having complel nentalv notches .producingcbolt fholes,
extensible brace members! overlapping each pairrof superimposed. plates so -"as to partly overlie themarginal edge of eachr.plate,nuts= clamping the plates,bolt's having cross heads: overlapping the movable -members :ofreach brace member and receiving rSiLld. nuts in screwed relation, said bolts passingthru said bolt holes of the-plates," and means whereby upon loosening the nuts, the'members of each: brace may be: extended.
5.111 adevice of'the kinddescribed; in. combination a rectangular formhavingyfour; walls, means whereby the walls may be.- ex+ tended adjustably so as to vary the size of the enclosure of the form, a plurality of brace members arranged in overlapping position upon each wall of the form, each form-wall being composed of .a plurality of superimie posed sections the coincidingedges ofswhich are overlined by said brace members, means whereby said brace members may be adjusted, variably to the Varying,iwidthsofwtheforni walls, means independent of'the brace members and enclosed by:the latter for overlying. the coinciding edges of said wall sections in? a-plane at right angles to the lineof overlapping of the brace members uponsaid-walls, and removable fasteners exerting, pressure uponv the last-named means and upon: the: brace members.
In witness whereof he has hereunderzset his hand this 25th day of June, 1930. v
WILLIAMI Grl V-ENAIRDa
US473380A 1930-08-06 1930-08-06 Form for building columns and beams Expired - Lifetime US1861766A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6419204B1 (en) 1999-11-23 2002-07-16 Safway Formwork Systems, Llc Outside conversion corner for form work
US6865859B2 (en) 1999-11-23 2005-03-15 Dayton Superior Corporation Conversion corner chamfer for form work

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6419204B1 (en) 1999-11-23 2002-07-16 Safway Formwork Systems, Llc Outside conversion corner for form work
US6733059B2 (en) 1999-11-23 2004-05-11 Safway Formwork Systems, Llc Outside conversion corner for form work
US6865859B2 (en) 1999-11-23 2005-03-15 Dayton Superior Corporation Conversion corner chamfer for form work
US20050086903A1 (en) * 1999-11-23 2005-04-28 Flathau Robert J. Outside conversion corner for form work

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