US1062040A - Machine for building concrete structures. - Google Patents

Machine for building concrete structures. Download PDF

Info

Publication number
US1062040A
US1062040A US66646211A US1911666462A US1062040A US 1062040 A US1062040 A US 1062040A US 66646211 A US66646211 A US 66646211A US 1911666462 A US1911666462 A US 1911666462A US 1062040 A US1062040 A US 1062040A
Authority
US
United States
Prior art keywords
mast
beams
bars
wall
mold
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US66646211A
Inventor
Henry G Sellman
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US66646211A priority Critical patent/US1062040A/en
Application granted granted Critical
Publication of US1062040A publication Critical patent/US1062040A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/22Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
    • 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
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S425/00Plastic article or earthenware shaping or treating: apparatus
    • Y10S425/126Silo mold

Definitions

  • Patent-,q May 20,1913. f
  • This invention relates to a'device foruse in 1ouilding upright-concrete structures such as silos, chimneys, Water towers and similar hollow structures, and its object is to provide a suitable device for supporting a mold or form undl facilitating the ⁇ rinsing and4 lowering or kthe saine to successively forni superposed portions of theuvall, and tur- 4tli ⁇ ert-o lprovide a suitable construction or" inold or forni for usein conjunction there with.
  • Fig. 2 is a plan view of the'sanie with portions broken arvay to show the construction;
  • Fig. 3 is un enlarged detail showing the manner of joining the n iold sect-ions.;
  • Eig. 4c is an venlarged sectional 'detuilnshoiving a portion of the nioldsupporting frame;
  • Fig.v .t3- is an enlarged perspective detail of a portion ot' u central-tower or mast Aand incclia;
  • Fig'. 6 is aperspectivey detiiil of a portion of an outer mold
  • Fig. T is a similar detail yof.V an inner ivall o'l a inold:
  • Fig.' is a perspective,detail of a vfoot l anchor toi'n the lower end of the supporting traine column: and Fig.'9 is a diagrauu'natic' View of a modified forni of mold.
  • the device embodying theiiivention is shown as including a -inold or forni especiall)Y designed tor torniing-v concrete walls of hol/low structures-,
  • Thedevice may however Ahe used for *forming the Awal-ls ot any: hollow structure .whether ot circular, torni-- as shown in Fig. l or of rectangular or other y l shapecrossfsection 'and it is further adapted 'byproviding iiioldsv of proper-shape and .constructioni I to 'form upwardly tapering. structures such' as chiiniievs and the like. p y
  • the molti proper consists of an inner .niill 2 ein outer wall 23 spaced spurt the distance oit desi-red,thickness ot the Well and thisl incid 'is adapted to be liftedverticelly to toi-in succeeding sections orportions ofthe struc ture, the ,mold being left in each position long enoughI te permit the portion just Y foi-ined to tlioroughlyset. or harden before the -nioid is again raised to form the neto?J vrespectivelyv of 't'he'nietal plates..v 'Each'end of each Qsection is provided Wit-han angle bur '6,'Fi'g.
  • each section may be sprung' iiivfaid' to, diseiigage ⁇ the iiiold ivallfroiu Athe inner faeefot'lrhe formed
  • This bar is provided' section of the concrete wall.
  • the ends "f the sections of the inner wall of the mold are secured together by providing angle bars .l on the bars 12 and 14 and connecting vthe' same by -bolts 16- passing through openings lin theangle bars.
  • a supporting mast 17 is erected at the center o f the proposed structure.
  • This mast may be of any suitable constructionand of a greater height than the desiredheight of the structure.
  • this mast v' consists of four wooden bars or the poles 18 which are preferably 'rectangular in cross section and a're set equal distances apart and form the four corners of the mast or column 17.*' Thisl mast isfheld firmly in position while the work is goinl on, bya oot anchor shown in Fig. 8.
  • T is anchor consists of fourmeinbers-or planks 20 set oii edge and-'each provided at one end with a strip 21 extending parallel with the end of lank andforming a loop to receive one of t eother lanks.
  • plank members are thus inter ockedto form between them a rectangular box of horizontal dimensions equal to .the cross sectional dimensions of the rectangularl mast which is made up of the four members, one member. of the :mast being set in each corner'ofthe box and the box then filled in with cement or concrete to ⁇ firmly hold them in'place.
  • Wedges 22 are iriver; into the looponeach lank to bind t ie' planks in position and tie outwardly 'f-'tentling ends of the planks abut the wall 1 "ig. 1) of the structure and center'the mast sprein. After the structure is com leted ind itA is desired to remove the-mol and supporting mast, the wedges 22 are knocked out and theA yplanks may removed from the' foot of the mast to rrelease the same.
  • the inner mold wall 2' is supported in position for. use by rectangular shaped cross beams 23 set at right angles'to each other and of a size to lit between the four bars18 kforming the mast.
  • Each bean'i is provided with a reinforcing member 24- to strengthen the saine at its points of intersection with the other beam and each beam is 'supported a sliding extension bar 25 supported u on the upper edge of the beam and guide thereon by a strap26 secured to the inner end of the extension and carryng'a roller 27 engaging of the beamV
  • a guide fork 28 on eachend of each beam carries a.
  • roller 29' engagng the under side of the 'extension bar 25 and said fork extends upward in engagement wit-ii the sides ofthe extension bar to guide the same in its inward and outward movement on the beam.
  • All upwardly extending lhook 30 (see-Figs. 1 and 4) on'the outer end of 'eacl 1 'exteizsion bar engages an opsm then be readily.
  • Securing bars or beams 35 arranged at right angles to each other and of a rectangin lar cross section to tit between the members of the mast are roi'idedl and positioned at such'a distance a )ove the beams 23 that the 'workmen niay'conienien'tly stand erect upon said beams beneath the beams 35.4
  • the beams 35 are provided with .reinforcing bars 36 and extend radially outward some distance above and beyond the' up er edge of the nio'ld.
  • each 4setof' supporting beams is thus frictionally/,Ii''ld in any position towhich ⁇ they may be adthe mast and by oosen-ing the nuts on tie bers of the mast may bets rung outwardly' bolts 39 the 'inei'nf and 'the beams slid upwar ly between them l v to raise the mold.
  • the beams 23 and 35 are connected by a ratchet bar 40 secured at "its 4ends to the'beams and extending vertically in the center of the mast-between the four members forming said mast.
  • -Bearings 41 are adjust-ably clamped to two of the 'four members of the mast by clipbolts 42 so that said bearn maybe readilyadjust'ed to any desiredpositionupward or downward alongthe mstg.
  • A"rcker bar'43 is provided havriestwo pawls' 5 pivotally attached tothe Acarrying beams and bar in position to engage the ratchet bar l0. IIhese pawls -L are each weighted at' one engagement 'with' the ratchet bar.
  • Outwardly extending'handle portions LL6 ontlie rocker bar are provided for rocking said bar to alternately engage the pawls with the notches ot the ratchet bai' and raise the upward along the ng blocks are released four members of side so that they will be normally held inmast, when the clampi to release and spread the the mast-from tiictional engage-mentwith the beams.- Y
  • the intermediate sections i9 may be replaced by others of lesser width. It found desirable, the intermediate section of the outer mold wall may be formed tapering as shown at 5G in Fig. 6.
  • the 'inner mold wall 51 mat also be made up of corner sections 52 and intermediate sections 53 formed with beveled side edges 'engaging similarly formed edges on the corner sections, and the intermediate sections in place by strips 54 secured to the corner sections.
  • said wall is collapsed to disengage it from'theconcrete wall by :lifting the intermediate sections out verti- .cally and if found desirable said sections may be formed tapering as shown at 55 in Fig. 7 to'assist in their release.
  • the entire mold structure is thus carried center mast of a height equal to than the desired height of the structure to be formed and-by means of the .pawls and ratchet the ywhole mold structure may begquiclrly ⁇ and easily lifted and ad# justed upon the mast.
  • the supportingl beams 4 which carry and support the mold also form a scaold for the workmen and a very cheap and convenient adjustable mold for forming vertical walls is secured.I
  • a mast comprising four vertically extending spaced parallel bars, beams extending between said bars and crossing at 'right angles to each other for carrymeans Jfor raising said 'beams 100 vertically between said bars, and means forV forcing the bars of the mast toward each other to clamp the beams between them.
  • a mast radially extending carrying beams supported by said mast and adapted to support an outer Wall of a mold', radially extending beams carried by the mast at a distance below the other beams, extension .bars carried by the lower beams adapted to be attached to an inner v-:all of a mold, a ratchet bar connecting the upper and lower beams, a leverA adjustablyyand piyotally support-ed upon the mast, and a pawl carried by said lever to engage the ratchet barand lift the beams.
  • a mast comprising four spaced vertically extending bars, cross beams between the bars of the mast and adapted to be connected to amold for forming a circular wall, means on the mast for raising the beams and holding the same in their raised position, a tootanchor for said mast comprising four members arranged at right of said members lbeing adapted toengage lo thecirculur wall formed by the mold carried by the beais and A center th'e mast therein.
  • .clamping means for the bars adjacent to the .upper and lower beams for holding. the beams by clamping them between the bars
  • brackets upon the beams adapted to'ferin supports for an inner Wall of'ajmold
  • hangers adjustably attached to -thf'e oter ends of the upper beams adapted to support an outer wall of a mold
  • a rntchet bar connecting the upper beams with vthe lower beams a ley'er Jawls carried b f the

Description

. H.l G. SELLMAN. MACHIEOR BUILDING CONCRETE STRUCTURES.
' A'PPLIgATIoN FILED DB0. 1a, 1911. j 31,062,04.
@SHEETS-SHEET 1j as i. 1
1L G.s'ELLMA- N. l summum PQR BUILDING4 carms'r Smucmunns. Y 'APPIILIOAT'IO IIED psu. La, '1911. 1,062,040, Patented may 2o, una.'
H. G. SBLLMAN.- l v MACHINEFOR BUILDING CONCRETE' STRUCTURES.
^ .APPLIOATION FILED nno.'1a, 1`911.
Patent-,q May 20,1913. f
mmv sm:
'is' enfrente roei IHENR'YG. 'sE'LLMA'it, @unitn Anson, ziiiliciiioein.
MACHINE ron Bonomo consume sriwcruniis.
' Specification of Letters Patent. Appu'catmiiiea neemiier' is, 191i; serieu im, @sensa rai-.einen zum i T0 uli whom 1' t may concern Be it known that I, HENRY Semin/IAN,"
a citizen of the United States, residing at Ann Arbor; in the. -county ofi eshtenmv and vState of Michigan, have invented certain new and useful Improvements in Machines for' Building 'Concrete'Structureg of 'which the following is aspecitication.
This invention relates to a'device foruse in 1ouilding upright-concrete structures such as silos, chimneys, Water towers and similar hollow structures, and its object is to provide a suitable device for supporting a mold or form undl facilitating the` rinsing and4 lowering or kthe saine to successively forni superposed portions of theuvall, and tur- 4tli`ert-o lprovide a suitable construction or" inold or forni for usein conjunction there with. lj I To this end theinvention consists. in the matters hereinafter,iiioi'etullj,1 eet forth and particularly pointed outin-tlie claims?,l
referenceslieing had to the accompanying drau'ings,-1n .Which-' v Figure l isa vert-icalsection throughthe,
structure. embodying the. Ainvention and lshowing thesanie in .Operative position;
Fig. 2 is a plan view of the'sanie with portions broken arvay to show the construction; Fig. 3 is un enlarged detail showing the manner of joining the n iold sect-ions.; Eig. 4c is an venlarged sectional 'detuilnshoiving a portion of the nioldsupporting frame; Fig.v .t3-is an enlarged perspective detail of a portion ot' u central-tower or mast Aand incclia;
uisiii for raising the supporting arins and adjacent parts; Fig'. 6 is aperspectivey detiiil of a portion of an outer mold; Fig. T is a similar detail yof.V an inner ivall o'l a inold:
Fig.' is a perspective,detail of a vfoot l anchor toi'n the lower end of the supporting traine column: and Fig.'9 is a diagrauu'natic' View of a modified forni of mold.
For convenience of illustration, the device embodying theiiivention is shown as including a -inold or forni especiall)Y designed tor torniing-v concrete walls of hol/low structures-,
such as a silo vvalll.,l Thedevice may however Ahe used for *forming the Awal-ls ot any: hollow structure .whether ot circular, torni-- as shown in Fig. l or of rectangular or other y l shapecrossfsection 'and it is further adapted 'byproviding iiioldsv of proper-shape and .constructioni I to 'form upwardly tapering. structures such' as chiiniievs and the like. p y
As shown in the drawings the molti proper consists of an inner .niill 2 ein outer wall 23 spaced spurt the distance oit desi-red,thickness ot the Well and thisl incid 'is adapted to be liftedverticelly to toi-in succeeding sections orportions ofthe struc ture, the ,mold being left in each position long enoughI te permit the portion just Y foi-ined to tlioroughlyset. or harden before the -nioid is again raised to form the neto?J vrespectivelyv of 't'he'nietal plates..v 'Each'end of each Qsection is provided Wit-han angle bur '6,'Fi'g. 13, .which angle bars when the linolds placed tor use, aout the'fang'le bars (on theadjacent' ends of the sections'and the sectio'nsare 'irinly secured .together by bolts T. passed through' openings'in the angle bars G.' lntei-.inediate the ends et' each sectionoit the outer wall' is e T-bar 8 secured tot-he outerl face ci? the wall und extending verti- 'cally across tue saine. with a series `of holes 9' to receive va bolt l() r`tor adjustably Y'and-cletachably securing thereto u hanger ll for supporting the mold Wallin position',v asivill be hereinafter more fully ifl'escribed. Y
The walli ot' the mold 'is also formed ot' ,aplui'ality votnseclioiis and cach section is provided ai oneeud with u bar of wood or other suitable material ,l2 secured' along its edge .and formed ivith a beveled edge l?.
yThe end of the abutting sec-tion ot the wall is also provided vv-i'tl-i a similar liar lY-lY having an edge beveled to 'correspond with and match. the lievel ,i3 on the other liar. '4 'l'hese iiieeling beveled .endslv of the sections thus` overlup'soihut when it is. desired io. move the. incid the inner wall .'2 of each section may be sprung' iiivfaid' to, diseiigage `the iiiold ivallfroiu Athe inner faeefot'lrhe formed This bar is provided' section of the concrete wall. The ends "f the sections of the inner wall of the mold are secured together by providing angle bars .l on the bars 12 and 14 and connecting vthe' same by -bolts 16- passing through openings lin theangle bars. y
To support the mold wallsin position for .with a hook 33 to engage' an opening in an forming the upper sections of the concrete wall, a supporting mast 17 is erected at the center o f the proposed structure. This mast may be of any suitable constructionand of a greater height than the desiredheight of the structure. .A s shown in the drawings y this mast v'consists of four wooden bars or the poles 18 which are preferably 'rectangular in cross section and a're set equal distances apart and form the four corners of the mast or column 17.*' Thisl mast isfheld firmly in position while the work is goinl on, bya oot anchor shown in Fig. 8. T is anchor consists of fourmeinbers-or planks 20 set oii edge and-'each provided at one end with a strip 21 extending parallel with the end of lank andforming a loop to receive one of t eother lanks. These plank members are thus inter ockedto form between them a rectangular box of horizontal dimensions equal to .the cross sectional dimensions of the rectangularl mast which is made up of the four members, one member. of the :mast being set in each corner'ofthe box and the box then filled in with cement or concrete to `firmly hold them in'place. |Wedges 22 are iriver; into the looponeach lank to bind t ie' planks in position and tie outwardly 'f-'tentling ends of the planks abut the wall 1 "ig. 1) of the structure and center'the mast sprein. After the structure is com leted ind itA is desired to remove the-mol and supporting mast, the wedges 22 are knocked out and theA yplanks may removed from the' foot of the mast to rrelease the same.
The inner mold wall 2'is supported in position for. use by rectangular shaped cross beams 23 set at right angles'to each other and of a size to lit between the four bars18 kforming the mast. Each bean'i is provided with a reinforcing member 24- to strengthen the saine at its points of intersection with the other beam and each beam is 'supported a sliding extension bar 25 supported u on the upper edge of the beam and guide thereon by a strap26 secured to the inner end of the extension and carryng'a roller 27 engaging of the beamV A guide fork 28 on eachend of each beam carries a. roller 29'engagng the under side of the 'extension bar 25 and said fork extends upward in engagement wit-ii the sides ofthe extension bar to guide the same in its inward and outward movement on the beam.v All upwardly extending lhook 30 (see-Figs. 1 and 4) on'the outer end of 'eacl 1 'exteizsion bar engages an opsm then be readily.
- usted' upwardly alon upon the outer ends of the lower side'l ing in aniangglel bar '31 secnrcd along the` lower edge ot each section of the inner wall 2 oit' the mold to support said sections upon the extension bars and ldet-achably attach' the same tlieleto.. A bracket 32 secured u pon each extension bar lextends "upward-ly tierefrom and `is provided at its upper end angle bar 3i securedalong the npper'cdge of each section-'of the inner .wall ot' the mold and detacliably hold the -upperedge o't the section. Each sec-tion ot the inner wall of theI mold is 'thus-carried upon'one ot' the ex tension bars so tliat-by'an inward movement of the extension upon the beam the'section of themold wall may be moved inward away' -from the concrete wall and said section wi l at the same time be supportedfin 'position to be raised into posit-ion for forming another portion ofl thel struct ure.
Securing bars or beams 35 arranged at right angles to each other and of a rectangin lar cross section to tit between the members of the mast are roi'idedl and positioned at such'a distance a )ove the beams 23 that the 'workmen niay'conienien'tly stand erect upon said beams beneath the beams 35.4 The beams 35 are provided with .reinforcing bars 36 and extend radially outward some distance above and beyond the' up er edge of the nio'ld. The outwardly extending ends 'of the beams-are notched to receive loops 37 secured upon the upper end of the hang c'rs 11 and adjustably hold the hangers in posit-ion to properly si pport the outer mold wall'. 4The beams 2 and 35'aradjustably held in position between t ie four inembers of the mast by `clamping blocks 38V engaging the outer sides oi! the members ofthe mast and drawn inward toward' each other byibolts39 extendin r through the blocks and between the mem, rs ofgtlie mast, thus when the nuts on the bolts are turned up. forcin said lmembers toward each other into firm rictional engagement with the sides of the beams and into the angles formed by the'meeting'ofcrossed beams.- Each 4setof' supporting beams is thus frictionally/,Ii''ld in any position towhich` they may be adthe mast and by oosen-ing the nuts on tie bers of the mast may bets rung outwardly' bolts 39 the 'inei'nf and 'the beams slid upwar ly between them l v to raise the mold.' To s'o raise the moldinto iton for forn'r'ringl anotherportion of the wall of thestructure, the beams 23 and 35 are connected by a ratchet bar 40 secured at "its 4ends to the'beams and extending vertically in the center of the mast-between the four members forming said mast. -Bearings 41 are adjust-ably clamped to two of the 'four members of the mast by clipbolts 42 so that said bearn maybe readilyadjust'ed to any desiredpositionupward or downward alongthe mstg. A"rcker bar'43 is provided havriestwo pawls' 5 pivotally attached tothe Acarrying beams and bar in position to engage the ratchet bar l0. IIhese pawls -L are each weighted at' one engagement 'with' the ratchet bar. Outwardly extending'handle portions LL6 ontlie rocker bar are provided for rocking said bar to alternately engage the pawls with the notches ot the ratchet bai' and raise the upward along the ng blocks are released four members of side so that they will be normally held inmast, when the clampi to release and spread the the mast-from tiictional engage-mentwith the beams.- Y
It may be found desirable to forni a. tapering wall, as for instance, in the construction ot' chimneys and it may also beV desirable tol -orm the 'structure rectangular in plan view.- Such' a construction is illustrated in Fig. 9", the outer wall 4T of the 'in-old being formed tapering and made in sections there being integral corner sections 48 and intermediate sections 49 Fitting between the corner sections and having beveled side edges overlapping similarly formed side edges on the corner sections.A The intermediate sections 49 are'held in place by strips 50 secured to the edges of the corner sections. When a mold having a tapering wall-oi this characportion justv fio teri's raised to forni the next portion of the structure it becomes necessary to contract said wall sutliciently to bring its lower edge into engagement with the upper edge ot the formed and to do this the intermediate sections i9 may be replaced by others of lesser width. It found desirable, the intermediate section of the outer mold wall may be formed tapering as shown at 5G in Fig. 6.
es shown in Fig. 9 the 'inner mold wall 51 mat also be made up of corner sections 52 and intermediate sections 53 formed with beveled side edges 'engaging similarly formed edges on the corner sections, and the intermediate sections in place by strips 54 secured to the corner sections.' In this construction of inner wall, said wall is collapsed to disengage it from'theconcrete wall by :lifting the intermediate sections out verti- .cally and if found desirable said sections may be formed tapering as shown at 55 in Fig. 7 to'assist in their release.
The entire mold structure is thus carried center mast of a height equal to than the desired height of the structure to be formed and-by means of the .pawls and ratchet the ywhole mold structure may begquiclrly` and easily lifted and ad# justed upon the mast. The supportingl beams 4which carry and support the mold also form a scaold for the workmen and a very cheap and convenient adjustable mold for forming vertical walls is secured.I
i l l l l lt. i.
ing a mold,
vObviously changes in tlie details of constrnctionand arrangement of parts' may be iiiade without departing trointhe spirit of my invent-ion and I do not careto limit myself to; the -j'iarticular formand arrangement shown.' j 'Y Having thus fully described myv invention what I claim `is:- l p 1. In a device of thev character described, the combination of a supporting mast, means adjustable rver-tically upon saidinast for carryingalmold, alever, means for. adjustably securing and pivot-ally supporting said lever' upon said-mast, means actuated by said'lever for raising the mold supporting means .vertically-.upon the mast, and means on the mast for holding said support-iiig .means in the position to .which it I adjusted. Y j A- f Q'. In a device of the character described, the combination ofl a supporting mast formed of a plurality of vertically extending parallel bars. cross beams extending between said bars for supporting and carrying a mold, said beams being adjustable vertically between said bars, and meansfor clamping the bars of the mast to frictionally hold the beains in the position to -which they are adjusted. v
y 3. In a device of the character described, the combination of a mast comprising four vertically extending spaced parallel bars, beams extending between said bars and crossing at 'right angles to each other for carrymeans Jfor raising said 'beams 100 vertically between said bars, and means forV forcing the bars of the mast toward each other to clamp the beams between them.
4. In a device of the character described, the combination of a mast, radially extending carrying beams supported by said mast and adapted to support an outer Wall of a mold', radially extending beams carried by the mast at a distance below the other beams, extension .bars carried by the lower beams adapted to be attached to an inner v-:all of a mold, a ratchet bar connecting the upper and lower beams, a leverA adjustablyyand piyotally support-ed upon the mast, and a pawl carried by said lever to engage the ratchet barand lift the beams.
5. In a device of the character described, the combination of a mast comprising four spaced vertically extending bars, cross beams between the bars of the mast and adapted to be connected to amold for forming a circular wall, means on the mast for raising the beams and holding the same in their raised position, a tootanchor for said mast comprising four members arranged at right of said members lbeing adapted toengage lo thecirculur wall formed by the mold carried by the beais and A center th'e mast therein.
' 62 n-a.' device of the character described, y the combination of a mastcomprisi'ng four spaced .parallel bars of rectangular form in cross section, horizontally enitendingbeams between thebars of the mast arranged at right' angles to each other, clamping means for the bars of themastto frictionally' clamp (he beams between,` them, a ratchet bar extending longitudinally of the' ,mast and attached to the beams', ii le'ver, a pivot bea'ring for the lever, means for. adj ustably v bars,lo\yeg cross beams extending at right Vsecnringthe 4pivot bearing to the mast tol be adjusted longitudinally thereon, 'and` pawls opera-ted by the lever to' engage the ratchet bar and lift the beams. 7.. In a device-df theV character described,
` the combination ofa mast comprisingl fou1\.
Aparallel spaced bars, u Aper beams extending atright angles toeac other between the angles to each other between the bars,
.clamping means for the bars adjacent to the .upper and lower beams for holding. the beams by clamping them between the bars,
extension members on the lower beams,
means for guiding the extension zinembers upon the beams, brackets upon the beams adapted to'ferin supports for an inner Wall of'ajmold, hangers adjustably attached to -thf'e oter ends of the upper beams adapted to support an outer wall of a mold, a rntchet bar connecting the upper beams with vthe lower beams a ley'er Jawls carried b f the
US66646211A 1911-12-18 1911-12-18 Machine for building concrete structures. Expired - Lifetime US1062040A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US66646211A US1062040A (en) 1911-12-18 1911-12-18 Machine for building concrete structures.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US66646211A US1062040A (en) 1911-12-18 1911-12-18 Machine for building concrete structures.

Publications (1)

Publication Number Publication Date
US1062040A true US1062040A (en) 1913-05-20

Family

ID=3130286

Family Applications (1)

Application Number Title Priority Date Filing Date
US66646211A Expired - Lifetime US1062040A (en) 1911-12-18 1911-12-18 Machine for building concrete structures.

Country Status (1)

Country Link
US (1) US1062040A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2496682A (en) * 1945-10-02 1950-02-07 William J Thacker Machine for making cinder, concrete, or similar blocks
DE1254851B (en) * 1958-07-08 1967-11-23 Kunz Alfred & Co Climbing circuit for tower-like structures made of concrete
US3509606A (en) * 1967-02-13 1970-05-05 Muth Steel Products Co De Apparatus for the construction of vertical tubular concrete structures
US3697207A (en) * 1970-03-31 1972-10-10 Karlstad Mekaniska Ab Apparatus for production of casting moulds
US20050067552A1 (en) * 2001-12-08 2005-03-31 Ludwig Penzkofer Pillar formwork
DE102006033050B3 (en) * 2006-07-14 2008-03-27 Lothar Bitschnau Sliding formwork for building, has cross beams detachably fastened to lifter saddle, where cross beams support climbing pole in cross area of walls on and/or within walls, and panels connected with each other by sliding formwork stand

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2496682A (en) * 1945-10-02 1950-02-07 William J Thacker Machine for making cinder, concrete, or similar blocks
DE1254851B (en) * 1958-07-08 1967-11-23 Kunz Alfred & Co Climbing circuit for tower-like structures made of concrete
US3509606A (en) * 1967-02-13 1970-05-05 Muth Steel Products Co De Apparatus for the construction of vertical tubular concrete structures
US3697207A (en) * 1970-03-31 1972-10-10 Karlstad Mekaniska Ab Apparatus for production of casting moulds
US20050067552A1 (en) * 2001-12-08 2005-03-31 Ludwig Penzkofer Pillar formwork
DE102006033050B3 (en) * 2006-07-14 2008-03-27 Lothar Bitschnau Sliding formwork for building, has cross beams detachably fastened to lifter saddle, where cross beams support climbing pole in cross area of walls on and/or within walls, and panels connected with each other by sliding formwork stand

Similar Documents

Publication Publication Date Title
US3392801A (en) Scaffold device
US1062040A (en) Machine for building concrete structures.
US1729612A (en) Concrete floor construction
US1888181A (en) Concrete building form
CN105332506A (en) Formwork support system for parallel multi-section stair and method for constructing same
US1598131A (en) Method of and apparatus for constructing concrete walls
US2916245A (en) Adjustable scaffold bracket
US1131479A (en) Centering-form for reinforced concrete construction.
US865336A (en) Building structure.
US940463A (en) Mold.
US3630479A (en) Monolithic slab for roofs, floors, platforms, and the like
US2725125A (en) Steel scaffolding column
US3376011A (en) Concrete shoring apparatus
JP2003138581A (en) Manufacturing method for concrete structural body by use of concrete permanent form
US1332617A (en) Apparatus for constructing monolithic buildings
US1368131A (en) Apparatus and method oe constructing walls
US20060060422A1 (en) Scaffolding
US1446681A (en) Method of forming foundation walls
US1096792A (en) Method of making concrete walls.
US1706971A (en) Method of and apparatus for facilitating the building of wall structures
US789988A (en) Method of erecting metal-concrete structures.
US1052696A (en) Reinforced concrete construction.
US1214870A (en) Mold for making concrete curbs.
US2578057A (en) Apparatus for molding concrete floor slabs
US966802A (en) Builder's apparatus.