DE1534859A1 - Improvements in construction - Google Patents

Description

Dr. Horst pupil

Patent attorney 8 Munich 12, Rldlerttr. 37 15348 59 July 24, 1965

Funder: Felix Max Adler

Woodlands, Birds Hill Road Oxöhott Surrey (England)

Improvements liu construction

ILt; present ärlimimf. refers to unu ϋθΓΊΐβ ZMT i> urcfcfUhrunij o «r.,« .. thoden.

.in i.iel tier.; rfindtmg iat es, tit; e verbeai-erte. t.thiK ■ *. =. owie Gtrllt · for the direction from U eVuiü en to Itufern, the beüontier "for uen -inantz in buildings;". ·, ": r U'ht nt iiinu, al" footballs and - L-nober niie Oeton; have slats, jeaoc.h also for buildings with other Funbövißn and l ec ^l 'en ala concrete are suitable, such as zi) · iJtahl, Bauholz o> er KpmWnntiüi) äieeer ^ ertfit

lit r ^ inuung can furner for building e-es? i-axis ok- »ifich GebLMüe wit « · Β. Flugzuii ^ sihuppen, turbinenii'luaer, ■ ut »u»; KUhlttlrnie and Inctuetrießohornstßino _: -yn _e ewanut

Inebeapnutre aielt tiioB «Lrflncutif; to a method of directing, from exercises, called c.vr üaupttell du ', rbelt. iü Verl ^ iltnlubtiniger aicliurhult in ßBrin ^ er Höh · un> under full schute «-.o ^ eu ßie> Ita.nintt: uroh ^ e will, and -./ο ati *: i _t ; ut.'ie Ai ^v beltoverhiiltniet # jf ir c 1 e

of? lieflatni '<s buatehcm (such a.il. in the fir .dl · Anluve and üie Auentattung ^ ee OtbUudee ηIt nil on * ο rf rc. (urlli hen lines and fittings.

' _ΐ5ΐί . . "-. 909838/0087

ίϊΐηβ yethoi'-e ssur 'Jrriohtung of nehrat iokigtn buildings let liek. * - «n.tj. üIö «arin needed that a luüboden in i iod enh über ο or ^ r made near the Boßenhtfhe and

^σ> anec-hl-leOcnü is raised, after which Uarunter in the. ^, ".. · ^ Called s height a world he 's r Bque manufactured and. "Wipe

^ 2 the Auf <-. Hobbnen Boden and the aforementioned "wide bot en DrucKlj ^ crun; tin <iingobr «ioht, uie .atm, ueiJt a zontraleii K« rn «truKtujr for. the gradation dea öebiiuden .- ,, ..,. un «Buit, vnhtben. of the mentioned further Bq4 «iie jsuwiranen. rushes α s hey riding α "arüber made £ eil dee Gebiludeo,

biluen, after which u 1 eoer process like, -reholt, bi », oi'intllohe hedges unu.-o.ie as.üntxale- core structure built in front of the aind, where ij he. mub process with the help of β from U-ubTorrl-chtun ^ en takes place, ale ν- erert '- »m ; .oorunet · - tsJna, in order to raise a part of the granular structure that has already been built, and then also to the outside; UQ

Lie vo rl 1 er unu β jjiriin'Hng iat a method »uki lengthening of an axially and stepwise extending and a 11 ra & θ i tig ia a nanci er ein tma en Tel 1 en b ent ehenO en nithilie ein er Vorrlohtung, which are not given and

oiv;, ri f t.

1 The previous invention also refers to one "I-method zur; riichtuhg von GebKud" n, consisting of aue calibration

and .stuf en »el» β uplifting and sturns el tig intertwined ifenüon atiAhloiiuXen untor the application of advice, dia d,! öö £ - Uf ti new and e.ffreifen- »'vÄ> bisi around the 3; ΐΜΐβηββ11β hertui 1 »atitllohen üwiacbcnriiiuaen asvrisehen the strokes and a * ir bbene die iieoke and äer Bo *, ea bew. soils ^ e »aut

Il «3ii al enkii rne are one η cur» i 1 <ung of Ut »iilbetone'iulen disguised» iw * v »rki« idet una gryppenweiee through

kjBnnen; d | e _£ situ! enii _: u rnec on other e «re93ta» ijeigf ν nioht

structural) way clad or by structural steel associations can be joined together in column groups to form vertical structures.

An embodiment of the invention is illustrated using an example with reference to the accompanying drawings. In these drawings is Fig. 1 is a vertical section through a pile head plate; Fig. Z is a perspective and partially broken view to illustrate the storage of the Bottom plate of a jack;

Fig. 5 is a vertical section through a jack; Fig. 4 is a section along the line IV - IV in Fig. 3 ϊ Fig. 5 is a vertical section to illustrate the formation of a column cladding and a ceiling

or a floor;
Fig. 6 is a vertical section to illustrate the

Roof = and floor contraction; Fig. 7 an illustration of the fiex * listing of the finished

Building;
Fig. Ö a view according to Fig. 3 of a modified one

Fora of the jack;
Fig. 9 is a view through a wedge device of the in

Fig. 8, Fig. 10 is a partial view of a column core, in which the

Lifting jack according to Fig. 6 can be used; Fig. 11 is a perspective view for illustrative purposes

of the jack shown in Fig. 8 and Fig. 12 a section along the line XII - XII in Fig.

909838/0087

se »

With reference to the drawings, e.g. a 21 stocky Building through axially and gradually shaking and frontal interlocking steel pillar core parts built with the help of hoists that surround and grasp, after which around the column core parts between the Lifts and the pillar cladding at one level each, the hedge and the stalls are built.

90983870087

Me coil cores are ssylind odorous, and animal-n sub-sub Section ο 20 are n; aa.; Iv. Pie nnnenm Aboohnitts .JnU er UHuIe are jeüoeh hollow unü somLt rohrfi-irmiss with eion after at the top of the decreasing wall stronger «. All coil core ^. to have same

The Bitules are appropriately distributed over the Unuetüllo, ^Jl and Je β, with the help of a liöbCB-eu ^ ea or HebebocVrs 24 ^ erected on the outside, whereby the GLe = over-jack works synchronously and each on four reinforced concrete bases 2b i; olaf, vr eing, rush at the tips of a rectangle on a TBn.hl head plate 26 are arranged.

Jer he jack unfeasst a ürunuplatteä 27 bus m? »Neivern .i which is mounted on four bases 2'j.

These are each with a "Ιη & ϋ &Οϋ" enen ..iaenring i> 8, into which a ffiecorh-ilteeohruube 2 ¹ ) engages, which leads a vertical wage-paid in the base plate 27 et lot.

Leveling screws 30 are also made by Uewiru elUchor out in the base plate 27 in the base, unc; Dragonflies 3 ' f.irui in Fig. 2 £ ie «eigt.

1 ia Siiulenkernabecluriitte 20 extend the "! Ebebijokon 2Λ in vertical Klohtung from below ssuguiert, and for Ur r.ieoen ii ^ eok elnd the floor plates 27 uit" t-ntrptl core arranged, vertical ayli-grooves o / inungcn 32 provided through which an änulon unhindered ourohgeflhrt. earth chins, and immediately below the l-'ftihl head pins for

^ üio iiilulenkernabi'Ohnitte i.ufuhr pits y> on, the je avve

^ a pipe förraifien vertilcftlen part 3 ^j1 ßiit much greener "j.urchmeeaer ala die Jiulent, ernabeohnitte and with ο einur Lftngu, die gue'ltslleh uer L-ookelhBhe the r ^! .nßcn he

o> n ^; Miienkernabechnitte a little bit, as well as anti einia Jncchubttiil 3ί>, tier tslch ueitlioh voi. Rohrftlmicen part Bintral »« laugh ewol ο he drowns üookel, whereby unites

? nnd 3b ßegenüDew rolizf υ naive part present iat, never inclined towards union and inward by your upper child lot.

Attached to every handlebar cut-out feeder

^? ßufunruohlitton consisting of a pair of parallel ^ anj> öorun »3ter. ^l Johi mum 3? in I-frofil, the au £ dtr Pfnhl- _Lr> headstock z \ xi tberbrUokung U "β shell" of 4 Kufuhrgrube zwinehen utr ührungewnrui 3fr and the opposite · ^ .page he pit located iat.

^ uf t en chiβηυη can be touched on these a üehienenstuh 30 stored, uor with Mvellieraohrftuben 3 ') Taraehen eats » Uta su gew'ihrlulsten, t. To his upper "curse 40 horiioiatml

is.

Notches 41 with a semicircular undercut are seen on the upper curse U, in the center of its opposite lines ναrt., The parallel rit "en rails run down, v / o with tile usheen" he notches open to .. he fuiüseriöht * ^Λ oinci. Uieee iJLnkerbungön form a lapfenlH; eruntj for AchoBtlinpfe 42, the calibration diametrically λ federally eratrecken 3 outward, "he seitwoilig one in the pit introduced Säulenktirnabüchnict" is ingöbraoht ^, to be able to align einwendfrei axially on üiu opening 32 in rl he bottom plate to the Kornabsohnitt 20 *

PIe v ^ iulenkernabiiohnitte are from above into the Orufee introduced, and at the moment a covenant 43 will be made around them herwi with the help of aymrietrically arranged clamping eye hoods

^ attached, oo ύ & Β the welltnatUamps ^A 2 in the notches 41

co intervene when a section is about the right things

OO ■

ω ge :, tnkt wo ro en let.

OO "

■ ^ Cine nchutskapp · 44, which partly at the lower end a

ο üä introduced into the C nib β- 33. ι directs »rna is attached,

^ gloitct at the overflow of the FUhrungawanü 36 the <irub ",

while the sinker is sunk in until the notches A% engage. ;

Oil rails 37 are then passed through the Hchienenetuhl 38 pushed until "he hernnbeclinitt in your real one." Location for dl · connection bit the calibration immediately cßruber located and already covered tob lifting jack section S is located. Fig. 3 «eats like a · typical connection» wipe -J- the Sfiulenkcmabaahnitten through a thread? «Fixed * ft

^ is produced, which is provided in a feit Gewi groove η

axial int lower iodine »upper over both sections provided uoee engages, with a gag buk engaging is used in a hole 46 U named pin, and with the then the tinter · of the two sections, the iu uieeeia purpose ■ it is provided with an old axial thread,

Yer is robbed. The liner areas 47 and 46 of the two core sections are

Carcasses are processed smoothly so that they eat together issue·

Kernabechnitte at the top of the finished columns are closed Ends, "for the wall thicknesses sufficiently and the same Bonding method is used. With smaller wall thicknesses, however, a steel socket in

the adjacent ends of the nucleus connecting them brewed, and the sections are then togetherness smoldered.

With beeonüereo reference to Fig. 3, every Hebebook exists

from a cylinder 50 with inner and outer cylindrical WHnöen 51 be \ r. 52, whereby a ring sorrow 53 is blown «

co in which a double-acting piston 54 is located.

co Mn pillar core can through the formed by the inner wall St

£ j vertical bore slide.

o »the cylinder 50 sits on a« lower iCeilgthäuee bb eit

ο -

ac an inner surface inclined downwards and inwards t> 6 atif, against the outer surface inclined downwards and inwards: e 57

elnf.r Ktilvorri'htmi # r ', B nliert (eifi-e Fig..'), w € loli < In BATHROOM

Circumference direction reciprocating sub-links 59 and Has printing underlays 60 made of elastonerea material. LO The cylinder is on sine »find 61 doeenfüraig for äagswecke

- ^ r formed, and the housing 53 is stored in a fixing box LO in the surface of the base plate 27, the length of which 63 of the can 62 is curved 1st. An upper cellar door 64 is stored at the upper end of the piston 54 and has these two functions lower dosenftfrmlgts end 65 · Bas housing 64 is similar to the » Housing 55 and works with a wedge device 66 sus & smen, which corresponds to the wedge device 56 "

Ring-shaped eruck pads 67 and 66 made of elaetonerem Material lie against the upper indices of the cellar devices 58 biw. 66 on, and the normal number 69 and 70 exercise on them Documents a print out.

Eehllti «71 and 72 in coat 73 of the Eyllnderwand provide access BU the nuts 69 and 70 and are close to you extending peripheral flange 74 provided with a thread to engage a »thread on the upper outside of the wall of the housing 64 is provided. A seal 75 made of more elastic material is between the upper part of the nut 70 and the one passing through the lifting book Pillar submission planned *

The double acting piston 54, of course, becomes hydraulic operated, and the hydraulic connections and circuits Q are not shown in the cups.

^ When the piston moves upwards, the upper wedge engages

- ^ device 66 den sioh sur Since in the Hebebook

ο.

o -pillar section, and the lower K ei! device is opened

"° and releases the Kernabechiiitt, as inclined in Fig. 3. The core section is raised accordingly, in that ο the piston moves upwards.

When α er Kolbtxi dae 2nd β «reaches a waiting stroke

and "urUoklcthrt," rfait da "lower part 58 of the KellTorriohtung

4th section in such a way that it is held in the position στ LO into which »r was raised, and that the upper rope 66 of the wedge

The device triggers and moves the piston.

* ~~ The original documents 67 and 68 result in a real relocation swi * without the clamping process dee a wedge device And the others are involved in the process of awakening, so that the sfiulenkemabeohnitt never simultaneously tones both parts of the wedge is auegelöet.

The lifting of the pillar parts and oomit the ÜHulen takes place

■ onit etufenweiee.

The pillars earth at the same time as the outer corner

and Bödea verechnlt, where the units 80, 81, 82 and for the purpose shown in Fig. 5, where an outer bed »4 is intended to be stored in the core. Pas the above OuSbett is supported in its correct position and is closed with openings for the passage of the outside, as indicated at 85.

AollYorriohtungen 86 protrude into the openings 8b, the against the Säulenrereohalung 80-83 abut, where in αen Roller bearings at 87 a precautionary «ur division» Roll 88 is hit.

The ^ g reg ate 80-83 paeeen on each other, so that eie in the i'uge the direction of the JHuIen removed and back in theirs nioheten position around the aftules can be attached. ^ Fig. 6 xelgt a typical section duroh a corner or

^ a floor and the boarding for this on an OuBhett

<=> during the erection of the pillars and thus the cast

~ ° Ceiling and the poured floors as indicated by arrow A. iet. The corner and floor contractions encompass resiliently β

3ü au “utahl and tfalsproftl in parallel“ au small interim troughs as well as needled wooden slats 31, ^ ⁰ ^ which eleh iiaoh angled above

etahltlnken 92 rise, are in the between ear Hu * en "wipe ^ the girders before the ceiling or floor is laid 9 $

LO.

r- arranged

As can be seen, the shuttering is made by JDeoke or Boden solved by this by the elastic tie rods 94, and 96 are lifted up, the old cladding at their ends »- share %> and an anchor 97 from one piece old <iea

Cast bed 34 are anchored When an obituary is set up, the stake »head plates

26 fixed with her trestle in 25 sunäohst, after which the oufi bed is prepared.

Then the jack · 24 is in its correct position

divided.

I he first bulb core sections 20 are then inserted

and raised to leak level, after which a «weokmäSlge

Reinforcement Eueamaen with the formwork units 80-85

and the lick and floor management members 90 attached will.

The pillar core descenders are plumbed vertically, after which the Hollen 88 should be set correctly. Then concrete is poured over the column cladding

and form the Peoke ku. After the concrete has hardened it gets old the lifting started, dna vers haitungeaggrtgat 80 is removed,

cd and the first part of the column reinforcement for the next

^ Floor is below it sueamaen with aggregate 83 mul elnea ^ Reserve unit 82 attached.

°. Before the cows do it, the units 82, 81 and 01

Be removed over the Oußbett 84. Before lifting on the The next equipment will be the units 81, 81 and 80 Bueaaaen with remaining reinforcement in their correct

SAD O

Brought in »

IIIh αea lifting on Stoflkwerkhöh · since »unit 83 away" and the taulenrerkleidtiiig and PuSboden be C ₇₎ gegeesen. ImIi Aueharten this concrete · is again with

co ae * lifting "started" sw "

J ^ 16 no BtahlbetoaTerachaltung required let, be * ~ Ale lollTorriehtungen 86 so set, indirect an der FlÄohe dt «column core« »grasp, and the fereohalungeggregete tO-83 are omitted, Aneohlletend "ground Yereladttnteagcrefate to the column cores aa «ekl« Bat or old oils »en rereohweiit, u» swangtaehlUeslg Elniugrelfen »1t« r the floor or wall structure.

· 3 Teranaohaalloht gate directions 100 for delivery Moving "Mpllt" fied the business core to the rare Bedenplatten en 27 stored meters and em, from where au · al · «u elaer taxtralwarta will be transmitted * tone of aua die BeUtlgumg der Heeeeöoke 24 eynohronieiert let.

Bel «Eueejuienhaltett dee finished blessed OebUudee (see Ae *, 7) are yereindmngeeohrauben etiftrereohweißt, t » to form the "hedgehog" 105 au.

The steel-concrete block 102 is then formed, which has the aforementioned "Hedgehog" 103 TUlUg tmecklieflt.

Strangely wavy underlinings 101 are rolled up, «cheek-

Fixed slightly and on the old-wave concrete support blocks lifted up.

The lower Kernaaeohnltte 20 are uncoupled and τοη den

° Lifting jacks balanced.

Jacks will be removed, concrete will rub backfill the

- ^. β rub en 33 potted, and Utahlbetoiipf eiler were made,

ouB the pile-head plate and old to connect the blocks 102 «u.

OO.

^ Then the bags 101 are removed. In the case of a high level, the lower level is found

and solid 110. The other sections of each column core are shown at 111, 112 and 113 'being the two the latter are broadly flanged supports.

The ones around the pillars at a height just above the Ceilings and floors built on foundations can be attached to these with hinge-like devices » Wall panels can be grown horizontally and arranged so that they are progressively arcuate swing downwards »by lifting the ceiling or floor until the wall sections are vertical. An aggregate comprises a part that moves during lifting of the floor moved upwards in an arc, in one for this purpose in the lower end of the wall plate immediately above it provided slot and with a foam polystyrene mass is filled, which is crushed duroh the entering hinge part.

Finally, diagonal dowels or bolts through the upper wall panel and the hinge part are driven around one to establish a lasting connection.

All sections of each column core are equal to one another, with the longer dimensions of the rectangle im Gradually decrease the plan in the direction of the height of the column.

The short dimensions of the rectangle in the plan of each Column cores remain the same size over the entire height of the building, i.e. equal to the shorter dimension of one each rectangle and the width of the wide-flanged column.

909838/00 8 7

The lifting device in Fig. 8-12 has been modified to include the

To capture pillar core along both surfaces or sides » which are at right angles to the surfaces with consistently shorter dimensions. Many features of the modified elevator are similar to those described with reference to Figs. 1-7 of Figs Drawings and they have the same reference numerals with a capital A appended.

The gripping movement is controlled by power operated parts 120 accomplished. The upper gripping device 121 and the lower gripping device 122 grip, lift, release and are lowered in order to repeat the prescribed work sequence one after the other and thus a step-by-step construction to effect the pillar.

The hydraulic blocks 123 are tie rods 124 and forks 125 retained in sheet steel construction. Pins 126 are used to connect the fork plates and anchor plates to disassemble the lifting devices to enable after completion of the building.

The two grippers 121, 122, which form the lifting device, are supported by solid steel plates 127 to allow access to the column core connection.

The method of advancing, connecting, guiding and shuttering the pillar cores is similar to the one above Refer to the method described in Figures 1 - 7 *

The mechanism for releasing the key devices 120 comprises a hardened steel pin 130 which is supported by a

9098 38/008 7

hydraulic ram 131 is actuated. The wedge devices are actuated by a rotatably mounted lever 132 which is driven by a punch 133. The column cores can of course have any desired cross-section, for which purpose the other ¹ olives are modified to correspond to Figs. 8 and 9.

The invention is also applicable to the extension of columns in other than the vertical upward direction, e.g. from top to bottom as when drilling, or horizontally as with pipe laying.

9 09838/0087

Claims (1)

PATEMTAI8PRUOHB 1. Sine Methods sub Extending an elongated component below Load, which consists of axially and gradually extending skins that interlock at the end » by a device that envelops and grips them. 2. Sine Method · sur erecting clay buildings, consisting of sioh axially and gradually uplifting and stimeeltig Interlocking steel pillars using clay Lifting devices that encompass and grasp the latter, whereby over the Säulenabeohnitte in gaps between Turnips and at one level the ceiling and the floor tosw. the Floors are built. 3 »A method according to claim 2, where hand from cut β on the horlcontalen bit built the roof and intermediate footboards and bits are connected to them by hinge devices, the progressive arcuate movement of the Waadabsehnitte tone of the horizontal to the vertical sounded, by raising the pillars. 4. Sins Methods naoh claim 2 or 3t thereby ßekennseiehnet, The SUulenabsohnitte suggests each lifting device from below and one after the other bit each in the lifting device located section are connected. 5 · Sine method according to dsn speeches 2 to 4, characterized in that since lateral interconnection is over every 3UuIe via a! above the lifting device up to the height of each Ueoke potting su be attached, and that on the same side alt the casting of the ceiling around each pillar a cladding is poured. 6. An itethoäe according to claim 5, characterized in that the interconnection in the interior is temporarily filled and removed and again after the gooeenen panel has hardened is attached, the closer the Aufhau d'fer oral whether permitted. bath 909838/008 7 7. Bine method according to claims 2 to 6, characterized in that the ceiling and the floors are poured onto formwork which is arranged on a pouring bed and in the course of the lit ulenauf build sound of the ceiling poured thereon bendable Jt- * a · ^ β. A method according to Anepruoh 5 bnr. Anepruoh 5, 6 places 7 _f characterized by the fact that a building thus contains a name is done by placing a block around each pillar to enclose the Cladding is poured, said block naoh the hardening is stored on a storage rack, that the column section located in the lifting device is removed, that the last one is removed, the cast block is brewed on the foundation ridge and the stilting is removed. 9. Sine method according to claim 8, characterized in that the removed column section after the removal of the Lifting device is attached again. 10. One according to any one of the preceding claims Established Oeb ^ üde. 11. Hebebook for use in devices * and implementation one of the methods described in Anepruoh 2 to 9, consisting of a double-acting piston, the cylinder of which is sliding Fits over a steel sleeve and consists of two wedge devices with the same internal cross-sections as the cylinder mentioned, corresponding to the piston stroke in both axial movements ftbwtoheelrid grab a tiurohgefUte column and loelaceae, <£> an axial and gradual recovery of the column bu ^ enable * ^ 12. Lifting jack naoh Anepruoh 11, thereby cel.enn & eiehnet, (IaQ uie Q wedge devices, let down from 'sl &sto;' <erorj .'erkßtoff oo cry, the nine delay deo ': a dream sswiechen dem öreifvorgang (Ue eiJien KellsggregatP uiiö dem .Mnlöaevnrßanß dc-r; «meieren. *; i.regate" hewj γ ^ ιϊπ, bo cafi. Oils JKuIe ni r is released at the same time by both wedge devices. 13 * lifting jack according to claim 11 or 12, characterized in that each wedge device reciprocates peripherally floating wedge links and back pads co -4- elastomeric »material. cn ^ l H. Hebebook sur application in devices sur i & rlohtung von Oebtiuden, la essential as above with reference to Figures 3 and 4 of the accompanying drawings. 15. Mne lifting device 1st in Figures 8, 9 and 10 described, which are sum lifting of cores rectangular Cross-section suitable 16. A lifting device according to claim 15 with power-operated Trowels 17 Bine lifting device according to claim 15 "which trowel ruck-3 are engaged through the through elastomeric longitudinal jerk documents exerted. 18. Sine lifting device according to claim 15, 16 or 17, wherein massive steel blocks from a fork and anchor layer construction with suitable pins. shoot be enclosed. 19. A lifting device according to claims 15, 16 or 17, 18 on massive steel platen bearings to Uugang sur feed su grant and connect the column cores. 20. Pillar cores circular or right-angled uersohnltta, built according to this method, encased in reinforced concrete or fixed together in groups of pillars by means of reinforced concrete walls 21. Pillar core ·, circular or right-angled Im wueroohnltt, dl « ο through adjustment in groups and formation of ^ Trafwerk are arranged. Clamped or etiftversohweiete Connection foils are used in connection with reinforced concrete floors Itakl concrete floor beams are used.