DE1658923A1 - Reinforced concrete cell plate for one and two-axis clamping direction - Google Patents

Reinforced concrete cell plate for one and two-axis clamping direction

Info

Publication number
DE1658923A1
DE1658923A1 DE19671658923 DE1658923A DE1658923A1 DE 1658923 A1 DE1658923 A1 DE 1658923A1 DE 19671658923 DE19671658923 DE 19671658923 DE 1658923 A DE1658923 A DE 1658923A DE 1658923 A1 DE1658923 A1 DE 1658923A1
Authority
DE
Germany
Prior art keywords
plate
ung
der
concrete
reinforced concrete
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.)
Granted
Application number
DE19671658923
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German (de)
Other versions
DE1658923C (en
Inventor
Leopold Mueller
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Individual
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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.)
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Publication date
Application filed by Individual filed Critical Individual
Publication of DE1658923A1 publication Critical patent/DE1658923A1/en
Application granted granted Critical
Publication of DE1658923C publication Critical patent/DE1658923C/en
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
    • E04B5/21—Cross-ribbed floors

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ink Jet Recording Methods And Recording Media Thereof (AREA)

Description

fUx bill- 'und- o -er _platten, i st)esonderie aJ -L- d t 11 sind in c-er Bäuteohnlik "#ereits in Deng de-Utechell bekannt.. ;#o sind 1 0,27- 8,64 und 1 1 06 946 ;5-talilb,etoride#c,.111-eii mit, en i ye wae h Bili -we 1 teree S tera Uält. bischen Höhlräwae-u ist,la-der deutschen 1 2,22 643- e2!1#iutc-,j:t. Bei diesen an 27 et. a .-Zur ohli#aumbi.1fi--ung "erforderlich - Ve uh-isk-o- Der gegerLAuftrieb an de-e 223-attenschalune ver .Diese- lerankerung ist materiäl#-. -und zeitauf--.3#je#iidig-j bei Aus,fuhrung von iuUä s-en besondere Vorkehrungen getrof -,eri iwerd n - um Ko:rros-iiorLB,mö.-1i.dhk-eitän, der Verarikerüngsdrähte- zu verhindern. Schließlich, - he- schi#e-ibt die #US-PatOnts-ehrif t 1- 174 1912 r Sod #,.onstc ktion m eie-Ae-- -8,ken-- bzw. e n` u 1 t ge- klarawerten Auzs#-,Dannun,#--skö-rperti, u- eren Unterseiten illit Auch ' liiär mUs d- 1)rght ewelen uber-gogiirit.;aincl. sen. A.-2#e AUS- Spa#II'nuri.j.skörper durch -zusätzliche Aräierun#g Verechleben i.igesichert werden$ Darüber haLnaup. ka au. (1..t' e;-:> e s - li e a ke ns it Ei-i-azelstaba2#eii 11 b ' hrt- -u -,n -riiit-en Abs#Iahltten, bet.a Zwe-l# ultlich g e t,.-t e d (lieses De c k e nu ys uera alerät s b e - e raxis ke 5r t e;i i inen.- - Ing-au cef unden kallut ist, d4 n# der. -P Ge i-,ns -'U-and der E-.#findun--# ist -c-Ine ;#tahlb platte--für ein' unr4 Spawir wl ug L.a innen- li e#--gend-en Verdränggungskörpern. und 1, che aus einer armierten. Unter- Ober-platte. T4üd T#.4t-wiakligz- zueinander an ge-ordneten da Gillen -rL eb-# fallg a3.,#uie:rte,n Beto#ristegen, die dadu--#,a- -ie an ihrer Unterseite tZ geilden Ecken hach unten ralLnz auf --(ler 'rL-iierun#, d e r Unter.p JL A-ifie zerit-- 1- ur,d r:>eii#'",recht angeordnete Bohrunp alz; - ng. - Stabi#1.isijerüng;$kanEtl zur- Verbindung zer 'Ober- platt-e mit Betän oder- Stahlarmierung --neai DI e Boh-TUXI9. dej Verjrt,.ngungskörp'ei.#ß g -eht an der 07,2 ng-f örmi:-e Abschrägun über. D i' C- Ohe und Unter-#latte ist durch 1 miteirji# Äuler Verd#Cängungskörper -l,'Lolla-en älle.Für eInee Urf e-,ILG 5 J, e, r Form eines Quad- rs -f ur'-. einac e cke G n*- M.e Unterplatte (2) Ist mit einer mit a-ua'üi?a74-.4z,-ehe --ia-schiente.:Lll-ir.g- h ,as t 0 r sind vorgef -ertig-#t-pe -.I al. t-e r in- j-2 der Armierlangsmatte #dIe lila t t 14- auf vorbe.stim.i'Ite Höhe- und S i 1115 80 -aua-z& .3 Z; t; e - e -el we,rae#-,- kann,# PUr die statische IGAL eizi- -und SpatirLrich-'."ur, we e-rz taf#Uh#LI-, erli ein -#-era-äe Stäbe Ule au- en le Ij sind. 01 sind -ort#ie U n e r.i, u e n. -zr r b t iert Und auf d-32 ##tabla-:ze, e M Ung 2 H-Ohl-,mm- -v ät Uzff f.,ie #l-auf die durch r b et oni e rte Unt er pla t t e fE4 ur aie V f, rd rä h ie u ZW. -an z, v- e Ecken --zach e. Zug, _#eg ge enübe ä die in# en ezier t -.F-- D i e V'e r d ra*- lig uligs k b-r-,a A r -i. Isi _-_lj ecu-- o ra . r #Ur,-#m-er ß-eite hohl C e bZW. Off en U.ad# - -t)e2 izzen eine -zen-t.--ral f ür-. m i e in eine i znA- Abschrc`i#--"un. Xe t ti-ber,7-a.,iv vo --a x- -_M Obe per. (1 z2,-ii Und- e lis t i Z ze#2 #JL te t wi -r c f vo- -i+er u id ;u - j, -31,1# a e -1 Ldung 11 UI . 13) L _D #v s t51 b e i ZW-1 e Liz. U-e.l>lz V e- r d rä nz ung a k ö r ex, n (1) mi 1,3 c.,h# E --.l -12*.i-LY----zi#7-3-1 -(4): e2*-ncese-tz-#.-. A u f .--iie -erforderliche #j-r- mier1111-- 11 ue-, 031- v-e--1-e,t und mit z"-bs-tand# (j# _gskörper# -11 kam. _WICI- -Beton- f-Ur i e ZWischenste --,e (7»-"z4):c-ir-i##-ze-Dr-#a,cii'ü: und-ve--dichtet #o daß ei), re--1u-iid de- Bel vonmassen in -aen S t e -ur u#izeil - errei-o t -wird. Da der Frisch- Plat-Iie- 2-) beton der ezomen wird-, kann-der Beton des zweiten -öße- en ze-*t- ;Angs aue- bei einer gr T T a en Die ZellenDlatüte# grfindunc besitzt-gecenüber jen bekannter. ü 1,91-eude Vo r teile a) Sichtbeton)- ohne sich-u- b#_re -ni en -af die 7-. Be auz- zrais-z --Unstig hergeztellt sind --er-a e;i Einze --'"r e und azh-si,-e - 8 la -e- er V -a abe durc-h Eins8tz-der d Einbau filr E'lektro- -L u nd sta-Ilationen, für großkalibrige Lüftung-srohre Llit Austrittaöffnungen. Die Zeichnung erläutert eine Ausführ- ungs f or.m- der Erfindung sowie ihrersEiffe i-i,> -, U Z Abb. 1 stellt ein en2 - Ystem:' -i-m"-(-'T-r-ün-,driß da-', .#.bb. 2 und 3 ist das Plattensystem gemäß-Schnitt AA und BB Abb 4 P 1- er f! #j Abb.5 -Abb-, 6"--i 9. Z je üt,--ditir C-II #,d sk# 'Wemäß ti nie 1.# - 11 97# 8- 4kli.A.:Le# 14a1.-i3,icu-1--t- uaineE# Wie#Iti#b -d dar. A b b je i e; V -e r t i t, lu A, bb r _U## g at -3 ir _lauf".fd#ü;e, Jeec #,ürr" gfäkö r- und Abb.13 stellt schließlicil--: Lreir 51 F F in A-bb. 12 dar. h c u LS f; #--t L 1 0 L# fi f 0 f 1 o j zel-en eine h i#U g#acE#'&11;9 te gga d: e r - Verdr 9 Für einachsige Decl#en oder flat Ö 11 a,# f öl#IIge 12 "eti d ti,werderi, E#p W li#d(darctii die Vei-bindung von Ober- und Unterpl.t.te uurclj peton #eL"len crrla, it 1 S e 4f e :r e bsonue-r#"n ilusbildung entsteht kein ft er- rEIMp# V igs orDer b m -etonieren. 2)-1 e platte (2) kann auch Ä ää en _:#selb ev 1 dig, e n e Vc--l-dr;-."gun,"o 1-lörper bieten durci, ilire' diijln'#' i-,Ollst:6"ui,-'Llion und uurch ih-re 7jusalatlleiset,-,bari,eit beim Trans- p ü r o lid t. , e V o fUx bill- 'and- o -er _platten, i st) esonderie aJ -L- German 11 are in c-er Bäuteohnlik "# already in Deng de-Utechell known ..; #o are 1 0.27- 8.64 and 1 1 06 946; 5-talilb, etoride # c, .111-eii with, en i ye wae h Bili -we 1 teree S tera Uält. little Höhlräwae-u is, la-the German 1 2.22 643- e2! 1 # iutc-, j: t. With these at 27 et. a. To-OHLI # aumbi.1fi - ung "required - Ve uh-isk-o- The gel buoyancy on de-e 223 attenschalune ver .This anchorage is material # -. -and time-on -. 3 # each # iidig-j at Execution of iuUä s-en special Precautions taken -, eri iwerd n - um Ko: rros-iiorLB, mö.-1i.dhk-eitän, of the Verarikerüngsdrraht- to prevent. Finally, - he- schi # e-ibt die # US-PatOnts-Ehrif t 1- 174 1912 r Sod # ,. onstc ktion m eie-Ae-- -8, ken-- or en` u 1 t ge klara cost Auzs # -, Dannun, # - skoe-rperti, u older subpages illit Even ' liiär must d- 1) rght ewelen uber-gogiirit.; Aincl. sen. A.-2 # e OFF- Spa # II'nuri.j.body through additional Aräierun # g Insured life will be guaranteed. ka ow. (1..t 'e;-:> es - li e a ke ns it Ei-i-azelstaba2 # eii 11 b ' hrt- -u -, n -riiit-en paragraphs, bet.a Zwe-l # ultimately ge t, .- te d (Liese De ck e nu ys uera alerät sb e - e raxis ke 5r t e; ii inen.- - Ing-au reasons cef kallut is, d4 n # der. -P Ge i-, ns -'U-and the E -. # Findun - # is -c-Ine; #tahlb plate - for a 'unr4 Spawir wl ug La inside- li e # - gend-en displacement bodies. and 1, che from an armored. Lower and upper plate. T4üd T # .4t-wiakligz- arranged to each other because Gillen -rL eb- # fallg a3., # uie: rte, n Beto # ristegen, die dadu - #, a- -ie at their bottom tZ horny corners hach down ralLnz auf - (ler 'rL-iierun #, the sub.p JL A-ifie - 1- ur, dr:> eii # '", right arranged Bohrunp alz; - ng. - Stabi # 1.isijerüng; $ kanEtl to connect the upper platt-e with concrete or steel reinforcement --neai DI e Boh-TUXI9. dej Verjrt, .ngungskbody'ei. # ß g - goes to 07.2 ng-formi: -e bevel over. D i 'C- ohe and Under- # latte is through 1 miteirji # ule Displacement body -l, 'Lolla-en alle.For a Urf e-, ILG 5 J, e, r Form of a quad rs -f ur'-. einac e cke G n * - Me lower plate (2) comes with a with a-ua'üi? a74-.4z, -ehe --ia-schiente.:Lll-ir.g- h , as t 0 r are prefabricated-# t-pe -.I al. te r in j-2 the Armierlangsmatte #dIe lila tt 14- on vorbe.stim.i'Ite Höhe- and S i 1115 80 -aua-z & .3 Z; t; e - e -el we, rae # -, - can, # PUr the static IGAL eizi- -und SpatirLrich - '. "Ur, we e-rz taf # Uh # LI-, erli a - # - era-AEE bars Ule au-en le Ij are. 01 are -ort # ie U n e ri, ue n. -zr r bt iert And on d-32 ## tabla-: ze, e M Ung 2 H-Ohl-, mm- -v at Uzff f., ie # l-on the by r b et oni e rte base plate fE4 ur aie V f, rd rä h ie u ZW. -an z, v- e Corners --zach e. Train, _ # eg ge enübe Ä die in # en ezier t -.F-- D ie V'e rd ra * - lig uligs k br-, a A r -i. Isi _-_ lj ecu-- o ra . r #Ur, - # m-er ß-eite hollow C e respectively. Off en U.ad # - -t) e2 izzen a -zen-t .-- ral f ür-. m ie in an i znA- Abschrc`i # - "un. Xe t ti-ber, 7-a., iv vo --a x- -_M Obe by. (1 z2, -ii Und- e lis t i Z ze # 2 #JL te t wi -r c f vo- -i + er u id ; u - j, -31.1 # ae -1 Ldung 11 UI. 13) L. _D #v s t51 b e i ZW-1 e Lic. Ue.l> lz V e- r d rä nz ung ak ö r ex, n (1) mi 1,3 c., h # E -. l -12 * .i-LY ---- zi # 7-3-1 - (4): e2 * -ncese-tz - # .-. On .-- iie -required # jr- mier1111-- 11 ue-, 031- ve - 1-e, t and with z "-bs-tand # (j # _gskkörper # -11 came. _WICI- -Beton- f-Ur ie ZWischenste -, e (7 »-" z4): c-ir-i ## - ze-Dr- # a, cii'ü: and-ve - poems #o that ei), re - 1u-iid de- Bel of masses in -aen S te -ur u # izeil - achieved -o t -will. Since the fresh Plat-Iie- 2-) concrete the ezomen becomes-, can-the concrete of the second -size- en ze- * t- ; Angs aue- with a large T T a s The cells Dlatüte # grfindunc owns-gecen über those better known. ü 1.91-Eude Vo r parts a) Exposed concrete) - without b # _re -ni en -af the 7-. Be auz- zrais-z - Are made inappropriately --er-a e; i single - '"r e and azh-si, -e - 8 la -e- he V -a abe through deployment d Installation for E'lektro- -L and sta-Ilationen, for large-caliber ventilation pipes Llit Outlet openings. The drawing explains an execution ungs f or.m- der Invention as well as theirEiffe ii,> -, UZ Fig. 1 is setting en2 - Ystem: '-im "- (-' Tr-ün-, driß da- ', . #. bb. 2 and 3 is the plate system according to sections AA and BB Fig 4 P. 1- he f! #j Fig 5 -Fig-, 6 "- i 9th line ever üt, - ditir C-II #, d sk # 'What ti never 1. # - 11 97 # 8- 4kli.A.:Le# 14a1.-i3, icu-1 - t- uaineE # As # Iti # b -d represent. A bb je ie; V -ertit, lu A, bb r _U ## g at -3 ir _lauf ".fd # ü; e, Jeec #, ürr" gfäkö r and Fig. 13 finally represents--: Lreir 51 F F in A-bb. 12. H cu LS f; # - t L 1 0 L # fi f 0 f 1 o j zel-en a h i # U g # acE # '&11; 9 te gga d: er - Perturbation 9 For single-axis covers or flat Ö 11 a, # f oil # IIge 12 "eti d ti, werderi, E # p W. li # d (darctii the Connection of upper and lower pl.t.te uurclj peton #eL "len crrla, it 1 p e 4f e : r e bsonue-r # "n ilusbildung does not arise reIMp # V igs order b m -concrete. 2) -1 e plate (2) can also Ä een _: # same ev 1 dig, en e Vc - l-dr; -. "gun," o 1-body offer durci, ilire 'diijln'#' i-, Ollst: 6 "ui, - 'Llion and uurch ih-re 7jusalatlleiset, -, bari, eit when trans- p ü r o lid t. , e V o

Claims (1)

P a t --e n-t a -n- s..-p r ü h e und zweiachsige Spannrichtung mit innenliegenden Vdrd--v.gh##ungA- körpern und .'Sicht--betoln-Unterfl-äche aus -einer ar- mier.ten. Unter'- und Obä#rplatte -'und-rechtwinklig- zuein'andür angeordneten dazwischen.liegei id e --n, ebenfalls armiertert Betonsteg-en,- dadurch gekenn- -zeichnet daß -di e an ihr e r Unters -e ite# offenen Ver-# drangungs 11 -ör per (.1) ä-le einZige Arretierungsmitte,1 an zIgei diagonal, - -gegenüb e-r-Iiegenden ;rucken ira . ch unten vorstehende,. Zapfen #8) zur Lagebesti=Ung aufm der A=ierun'g- (4) der Untew-olatte.:(2). und eine e -arung z#entl?ä1. Und,- senkrecht an.geordn t Bol als .-värst9rkuii:,c"s- bzw-. Stabilisierungskanä-1 -zur,- Ver- Piiidung dex Unte;.- mit Beton -2) und Oberplatte Caer -Stahlarmier-ung -besitzen- 2.)_ Pla t-t-e. näCh. A n-g. p r uc li 1- dadurch gekennzeichnet -,daß r 9 #d es Verdrängungsk -s (1)-ander die Boh. ung Orper Oberseite-in eiae-. ringf öTLiige Abschrägung übergeht, 3. PIatt-A'-nadh:.Ansp2?,uch_ 1)- dadurch gekennzeichnet, daß die ArjÜ ferun #en j# .-4-)' d e r Obe rm- und Unterplatte (2) durch-#Tell-büge#- -(40) iaiteinander verbunden cdnd 4 TIätte - hach Ansprach 1, dadurch jrekennzeiclinet, daß die Verdrängungs-körper (1) die Yorm eines Würf els od e. die -Form -eines Qwaders f är einachsige Decken besitven. Platte nach Anspruch 1, dadur eh Ee.kennzeiphnet, daL die Außenkanten -der.Verdri. ingung,skorper (1) abgeschrägt
P a t --e nt a -n s ..- pr ü he and biaxial Clamping direction with internal Vdrd--v.gh ## ungA- bodies and .'s view - concrete under-surface from -a ar- mier.ten. Lower and upper plate -'and-right-angled- to each other arranged in between. also reinforced concrete walkways, - thus characterized- -zeichnet that di e her he Unters -e ite # open encryption # urangungs 11 -ör per (.1) ä-le single locking center, 1 to zIgei diagonally, - opposite-lying; jerk ira . ch below. Pin # 8) for position indicator = Ung aufm der A = ierun'g- (4) der Untew-olatte.:(2). and a e -arung z # discharged 1. And, - arranged vertically, Bol as .-värst9rkuii:, c "s- or-. Stabilisierungskanä-1 -zur, - ver Piileid dex Unte; .- with concrete -2) and top plate Caer -stahlarmier-ung -own- 2.) _ Plate. next A ng. p r uc li 1- characterized - that r 9 #d es displacement k -s (1) -ander the boh. ung Orper Top-in-eiae-. annular bevel passes over, 3. PIatt-A'-nadh: .Ansp2?, Uch_ 1) - characterized in that the ArjÜ Ferun #en j #. 4-) 'd he Obe RM and lower plate (2) by- # Tell-bends # - - (40) connected to each other cdnd 4 TIÄT - hach spoke 1, thereby jrekennzeiclinet that the displacement body (1) the yorm of a cube els od e. have the shape of a qwader for uniaxial ceilings. Plate according to claim 1, dadur eh Ee.kennzeiphnet, daL the outer edges -der.Verdri. ingung, body (1) bevelled
DE19671658923 1967-08-03 1967-08-03 Reinforced concrete hollow core slab Expired DE1658923C (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DEM0075028 1967-08-03
DEM0075028 1967-08-03

Publications (2)

Publication Number Publication Date
DE1658923A1 true DE1658923A1 (en) 1971-08-26
DE1658923C DE1658923C (en) 1973-03-15

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0884427A2 (en) * 1997-06-11 1998-12-16 Eduarda Fanha N. Ferreira Rebelo A better solution for the concrete boxes normally used in the fungiform pavements
ES2166268A1 (en) * 1997-02-06 2002-04-01 Odriozola Miguel Maria Imaz Improvements in the construction of flat structural members without girders
ES2192454A1 (en) * 2001-06-29 2003-10-01 Polisur 2000 S A Lightening structure for slabs.
CN100365227C (en) * 2002-04-30 2008-01-30 邱则有 Stereo bearing shuttering for steel reinforced concrete
CN100434615C (en) * 2002-04-30 2008-11-19 邱则有 Roof with steel reinforced concrete and three-dimensional bearing structure
CN100434621C (en) * 2002-04-30 2008-11-19 邱则有 Three-dimensional force-bearing shuttering for steel reinforced concrete
FR2956136A1 (en) * 2010-02-08 2011-08-12 Jean Francois Lamoure Reinforced concrete floor for realizing levels of parking of vehicles, has stiffeners extending transversely between beams and regularly distributed along beams, where beams and stiffeners are drowned in thickness of flagstone

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2166268A1 (en) * 1997-02-06 2002-04-01 Odriozola Miguel Maria Imaz Improvements in the construction of flat structural members without girders
ES2166260A1 (en) * 1997-02-06 2002-04-01 Odriozola Miguel Maria Imaz Improvements in the construction of flat structural members without girders
EP0884427A2 (en) * 1997-06-11 1998-12-16 Eduarda Fanha N. Ferreira Rebelo A better solution for the concrete boxes normally used in the fungiform pavements
EP0884427A3 (en) * 1997-06-11 1999-09-08 Eduarda Fanha N. Ferreira Rebelo A better solution for the concrete boxes normally used in the fungiform pavements
ES2192454A1 (en) * 2001-06-29 2003-10-01 Polisur 2000 S A Lightening structure for slabs.
CN100365227C (en) * 2002-04-30 2008-01-30 邱则有 Stereo bearing shuttering for steel reinforced concrete
CN100434615C (en) * 2002-04-30 2008-11-19 邱则有 Roof with steel reinforced concrete and three-dimensional bearing structure
CN100434621C (en) * 2002-04-30 2008-11-19 邱则有 Three-dimensional force-bearing shuttering for steel reinforced concrete
FR2956136A1 (en) * 2010-02-08 2011-08-12 Jean Francois Lamoure Reinforced concrete floor for realizing levels of parking of vehicles, has stiffeners extending transversely between beams and regularly distributed along beams, where beams and stiffeners are drowned in thickness of flagstone

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