PL108444B2 - Method of manufacturing prefabricated floor beams - Google Patents

Method of manufacturing prefabricated floor beams Download PDF

Info

Publication number
PL108444B2
PL108444B2 PL20018577A PL20018577A PL108444B2 PL 108444 B2 PL108444 B2 PL 108444B2 PL 20018577 A PL20018577 A PL 20018577A PL 20018577 A PL20018577 A PL 20018577A PL 108444 B2 PL108444 B2 PL 108444B2
Authority
PL
Poland
Prior art keywords
concrete
beams
concreted
forms
strip
Prior art date
Application number
PL20018577A
Other languages
Polish (pl)
Other versions
PL200185A1 (en
Inventor
Wlodzimierz Myslowski
Zdzislaw Zyzak
Original Assignee
Wlodzimierz Myslowski
Zdzislaw Zyzak
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 Wlodzimierz Myslowski, Zdzislaw Zyzak filed Critical Wlodzimierz Myslowski
Priority to PL20018577A priority Critical patent/PL108444B2/en
Publication of PL200185A1 publication Critical patent/PL200185A1/en
Publication of PL108444B2 publication Critical patent/PL108444B2/en

Links

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

Przedmiotem wynalazku jest sposób wytwarzania belek stropowych prefabrykowanych.Znany aosób wytwarzania belek stropowych polega na zmontowaniu szkieletu zbrojenia, ulozeniu go w formie i zabetonowaniu.Ulozone przed zabetonowaniem zbrojenie umozliwia mechaniczny zasyp betonem.Sposób wytwarzania belek stropowych wedlug wynalazku polega na tym, ze zelbetowe belki zabetonowuje sie w otwartych formach korzystnie w formach bateryjnych ulozonych na szkieletowym stok wibracyjnym, za pomoca ruchomego wózka zasypowego napelnionego mieszanka betonowa a po napelnieniu form i wstepnym zawibrowaniu zatapia sie szkielet zbrojenia belki w betonie.Zelbetowe belki zabetonowuje sie w formach prostokatnych lub w formach z wyprofilowanym dnem, w którym jest osadzona listwa zwlaszcza drewniana, co umozliwia mocowanie podsufitki lub podwyzszonego stropu. Polaczenie drewnianej listwy z betonem uzyskuje sie przez umieszczenie w listwie metalowego elementu, który w czasie betonowania zostaje zalany betonem.Waosobie wedlug wynalazku napelnianie bateryjnych form jest Zmechanizowane i nastepuje przed ulozeniem szkieletu zbrojenia belek po wstepnym zageszczeniu masy betonowej.Sposób wedlug wynalazku objasnia blizej rysunek, na którym fig. 1 przedstawia w przykladzie wykonania schemat urzadzenia do wytwarzania belek stropowych prefabrykowanych, fig. 2-forme prostokatna a fig. 3 — forme z wyprofilowanym dnem.Zelbetowe belki 9 zabetonowuje sie w otwartych bateryjnych formach 1 za pomoca ruchomego wózka zasypowego 2 napelnionego mieszanka betonowa z betoniarki 6 i napedzonego silnikiem 4 poprzez ciegna 5.Formy 1 sa ulozone na szkieletowym stole wibracyjnym 3. Po napelnieniu form 1 mieszanka betonowa i wste¬ pnym zawibrowaniu zatapia sie szkielet zbrojenia belki w betonie.Po koncowym zawibrowaniu uformowanie belki wraz z formami 1 sa przenoszone mechanicznie na miejsce dojrzewania.2 . 108444 Zelbetowe belki zabetonowuje sie do prostokatnych form 1 pokazanych na fig. 2 lub form l z wyprofilowanym dnem pokazanych na fig. 3. Przy stosowaniu form 1 z wyprofilowanym dnem osadza sie w formie 1 drewniana listwe 7, w której umieszcza sie metalowy element 8 do polaczenia listwy z betonem.Zastrzezenia patentowe 1.Sposób wytwarzania belek stropowych prefabrykowanych,znamienny tym, ze zelbetowe belki (9) zabetonowuje sie w otwartych formach (1) korzystnie bateryjnych, ulozonych na szkieletowym stole wibracyj¬ nym (3), za pomoca ruchomego wózka zasypowego (2) napelnionego mieszanka betonowa, a po napelnieniu form (1) i wstepnym zawibrowaniu zatapia sie szkielet zbrojenia belki w betonie. 2. Sposób wedlug zastrz. l.znamlcnny t y m , ze zelbetowe belki (9) zabetonowuje sie w prostokatnych formach(1). i , 3. Sposób wedlug zastrz. 1, z n a m i e n h y tym, ze zelbetowe belki (9) zabetonowuje sie w formach (l) z wyprofilowanym dnem, w którym osadza sie listwe (7) zwlaszcza drewniana. 4. Sposób wedlug zastrz. 3, znamienny tym, ze przed zabetonowaniem umieszcza sie w listwie (7) meta¬ lowy element (8) do polaczenia listwy (7) z betonem.F/o 2 F/O 3 Prac. Poligraf. UP PRL naklad 120 + 18 Cena 45 zl PLThe subject of the invention is a method of producing prefabricated ceiling beams. The known method of producing ceiling beams consists in assembling the reinforcement frame, placing it in a form and concreting. The reinforcement placed before concreting enables mechanical filling with concrete. in open forms, preferably in battery forms placed on a skeletal vibrating slope, with a mobile charging cart filled with concrete mix, and after filling the molds and initial vibration, the beam reinforcement is embedded in concrete. Reinforced concrete beams are concreted in rectangular forms or in forms with a profiled bottom , in which a strip, especially a wooden one, is embedded, which enables the attachment of a soffit or raised ceiling. The joining of the wooden batten with the concrete is achieved by placing a metal element in the batten, which is poured with concrete during concreting. According to the invention, battery filling of the molds is mechanized and takes place before the beam reinforcement skeleton is placed after the concrete mass is initially compacted. in which fig. 1 shows a diagram of a device for the production of prefabricated ceiling beams, fig. 2 - rectangular form and fig. 3 - a form with a profiled bottom. Reinforced concrete beams 9 are concreted in open battery forms 1 by means of a mobile charging cart 2 filled concrete mix from a concrete mixer 6 and driven by a motor 4 through cables 5. Forms 1 are placed on a skeletal vibrating table 3. After filling the molds 1, the concrete mix and initial vibration will sink the beam reinforcement skeleton in the concrete. After the final vibration, the beam is formed together with the forms 1 are transferred m mechanically to the maturation site 2. 108444 Reinforced concrete beams are concreted into rectangular forms 1 shown in Fig. 2 or forms 1 with a profiled bottom shown in Fig. 3. When using molds 1 with a profiled bottom, a wooden lath 7 is placed in the form 1, in which the metal element 8 to be joined is placed. strips with concrete. Patent claims 1. The method of manufacturing prefabricated ceiling beams, characterized by the fact that reinforced concrete beams (9) are concreted in open forms (1), preferably battery-operated, placed on a skeletal vibrating table (3) by means of a mobile charging cart (2) filled with concrete mix, and after filling the forms (1) and initial vibration, the beam reinforcement frame is embedded in concrete. 2. The method according to claim l. nominal that the reinforced concrete beams (9) are concreted in rectangular forms (1). and, 3. The method according to claim 1, with the fact that the reinforced concrete beams (9) are concreted in forms (1) with a profiled bottom in which a strip (7), especially wooden, is embedded. 4. The method according to p. 3. A method according to claim 3, characterized in that, prior to concreting, a metal element (8) is placed in the strip (7) to connect the strip (7) with the concrete. F / o 2 F / O 3 Prac. Typographer. UP PRL, circulation 120 + 18 Price PLN 45 PL

Claims (4)

Zastrzezenia patentowe 1.Sposób wytwarzania belek stropowych prefabrykowanych,znamienny tym, ze zelbetowe belki (9) zabetonowuje sie w otwartych formach (1) korzystnie bateryjnych, ulozonych na szkieletowym stole wibracyj¬ nym (3), za pomoca ruchomego wózka zasypowego (2) napelnionego mieszanka betonowa, a po napelnieniu form (1) i wstepnym zawibrowaniu zatapia sie szkielet zbrojenia belki w betonie.Claims 1. A method of manufacturing prefabricated floor beams, characterized in that the reinforced concrete beams (9) are concreted in open molds (1), preferably battery-operated, placed on a skeleton vibrating table (3) by means of a mobile charging cart (2) filled with concrete mix, and after filling the molds (1) and initial vibration, the beam reinforcement frame is embedded in concrete. 2. Sposób wedlug zastrz. l.znamlcnny t y m , ze zelbetowe belki (9) zabetonowuje sie w prostokatnych formach(1). i ,2. The method according to claim l. nominal that the reinforced concrete beams (9) are concreted in rectangular forms (1). and, 3. Sposób wedlug zastrz. 1, z n a m i e n h y tym, ze zelbetowe belki (9) zabetonowuje sie w formach (l) z wyprofilowanym dnem, w którym osadza sie listwe (7) zwlaszcza drewniana.3. The method according to p. 1, with the fact that the reinforced concrete beams (9) are concreted in forms (1) with a profiled bottom in which a strip (7), especially wooden, is embedded. 4. Sposób wedlug zastrz. 3, znamienny tym, ze przed zabetonowaniem umieszcza sie w listwie (7) meta¬ lowy element (8) do polaczenia listwy (7) z betonem. F/o 2 F/O 3 Prac. Poligraf. UP PRL naklad 120 + 18 Cena 45 zl PL4. The method according to p. 3. A method according to claim 3, characterized in that a metal element (8) is inserted into the strip (7) to connect the strip (7) to the concrete before concreting. F / o 2 F / O 3 Work. Typographer. UP PRL, circulation 120 + 18 Price PLN 45 PL
PL20018577A 1977-08-11 1977-08-11 Method of manufacturing prefabricated floor beams PL108444B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL20018577A PL108444B2 (en) 1977-08-11 1977-08-11 Method of manufacturing prefabricated floor beams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL20018577A PL108444B2 (en) 1977-08-11 1977-08-11 Method of manufacturing prefabricated floor beams

Publications (2)

Publication Number Publication Date
PL200185A1 PL200185A1 (en) 1978-07-31
PL108444B2 true PL108444B2 (en) 1980-04-30

Family

ID=19984050

Family Applications (1)

Application Number Title Priority Date Filing Date
PL20018577A PL108444B2 (en) 1977-08-11 1977-08-11 Method of manufacturing prefabricated floor beams

Country Status (1)

Country Link
PL (1) PL108444B2 (en)

Also Published As

Publication number Publication date
PL200185A1 (en) 1978-07-31

Similar Documents

Publication Publication Date Title
US4934121A (en) Integrated reinforced concrete wall structure
EP0055504A1 (en) Method and structural element for erecting a building and building thus formed
GB1600653A (en) Compositeprefabricated building element and a method of manufacture thereof
US4112646A (en) Pre-cast insulated wall structure
PL108444B2 (en) Method of manufacturing prefabricated floor beams
US1815492A (en) Method of constructing with concrete
US3778953A (en) Building construction
US4597925A (en) Method of constructing a modular reinforced building structure
JPS6015775B2 (en) Prefabricated retaining wall
EP0285538B1 (en) Partition-panel for interior compartmentation of buildings; procedure and device for its manufacture
JPS5851580B2 (en) How to construct building walls
JP2002047661A (en) Building foundation, foundation material, and its execution method
EP0149433A2 (en) Prefabricated reinforced plate-shape elements made of thermo-acoustic insulating plastic material, in particular polyurethan resin, comprising a reinforcement for at least one beam of the floor and forming parts of a one-use mold for said floor
US2630615A (en) Method of molding reinforced hollow concrete walls
US3889440A (en) Sill anchoring means
JPS6039401Y2 (en) joint reinforcing bars
GB1604829A (en) Method of erecting building walls wall panel units building walls and buildings
JPH07268881A (en) Method of concrete casting, and formwork
JPS5841237Y2 (en) Formwork board for concrete abandoned formwork
JPS5938553Y2 (en) Reinforcement structure of existing culvert
JPH067075Y2 (en) Building foundation
JPS5929073Y2 (en) Assembly structure for pouring concrete, etc.
CA1214657A (en) Prefabricated structures, method for their manufacture and their use in the building industry
JPS5858503B2 (en) Construction method of reinforced concrete composite wall
JP3284009B2 (en) Building with basement

Legal Events

Date Code Title Description
LAPS Decisions on the lapse of the protection rights

Effective date: 20041220