PL145267B1 - Template for placing reinforcement of prestressed pre-tensioned concrete sleepers - Google Patents

Template for placing reinforcement of prestressed pre-tensioned concrete sleepers Download PDF

Info

Publication number
PL145267B1
PL145267B1 PL25033284A PL25033284A PL145267B1 PL 145267 B1 PL145267 B1 PL 145267B1 PL 25033284 A PL25033284 A PL 25033284A PL 25033284 A PL25033284 A PL 25033284A PL 145267 B1 PL145267 B1 PL 145267B1
Authority
PL
Poland
Prior art keywords
template
self
prestressed
reinforcement
heads
Prior art date
Application number
PL25033284A
Other languages
Polish (pl)
Other versions
PL250332A1 (en
Inventor
Jozef Piestrak
Leszek Zachuta
Original Assignee
Przed Projektowania I Realizac
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 Przed Projektowania I Realizac filed Critical Przed Projektowania I Realizac
Priority to PL25033284A priority Critical patent/PL145267B1/en
Publication of PL250332A1 publication Critical patent/PL250332A1/en
Publication of PL145267B1 publication Critical patent/PL145267B1/en

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

Przedmiotem wynalazku jest szablon do zbrojenia strunobetonowych podkladów kolejowych, majecy zastosowanie do ukeztaltowania zbrojenia* Znany szablon do zbrojenia strunobetono¬ wych podkladów kolejowych zawiera cztery rozporki usytuowane wzgledem siebie równolegle* Na obu koncach rozporek ee osadzone na wspólnej osi tuleje dystansowe 1 glowice, prostopa¬ dle do rozporek* Oba konce kazdej z dwóch osi osadzone se w ramionach nawijarki, co w su¬ mie tworzy szablon* Powyzsze elementy tworze rame rozbieralne, ale pozbawione mozliwosci regulacji dlugos¬ ci rozporek. Równiez wade powyzszego rozwiezania jest to,ze szablon zbiorczy dla czterech podkladów nie jest w czasie nawijania sztywny z uwagi na wiele elementów- laczacych, a w czasie pracy ulega odksztalceniu 1 nie zapewnia równoleglosci glowic* W konsekwencji tego struny nie se nalezycie rozmieszczone 1 jednakowo nawiniete* Szablon do zbrojenia strunobetonowych podkladów kolejowych zawiera glowice poleczone z rozporami* Szablon ma samonosne belke korpusowe zakonczone po obu koncach uchwytami, w których se osadzone glowice zabezpieczone przed wypadnieciem sworzniami* Z jednej strony belka ma regulacje przesuwu podluznego za pomoce poleczenia srubowego, z nakretke zabezpie¬ czajace, a z drugiej strony belka ma poleczenie rozleczne ze eworzniem zabezpieczajacym* Ponadto belka zawiera dwa gniazda sluzece do oeadzenla Jej na nawijarce* Zalete szablonu do zbrojenia strunobetonowych podkladów kolejowych, wedlug wynalaz¬ ku, jest umozliwienie stosowania róznych glowic, co pozwala na ukladanie zbrojen w dwu i czterech warstwach pionowych w podkladzie* Ponadto stosowanie pojedynczego szablonu dla kazdego podkladu pozwala uzyskac nawiniecie strun z jednakowe dokladnoscie* Szablon w cza¬ sie transportu z nawljarkl do formy zapewnia przeniesienie nawinietych strun w takim sta¬ nie w jakim zostaly nawiniete na nawijarce* Przedmiotem wynalazku Jest uwidoczniony w przykladowym wykonaniu na rysunku, który przedstawia szablon w pólprzekroju podluznym 1 pólwldoku z przodu*2 145 267 Szablon zawiera aamonosne belke korpusowe 1, raajece na obu koncach wykonane uchwyty 2 w poataci gniazda* w których se osadzone glowice 3, zabezpieczone przed wypadnieciem sworz¬ niami 4# Z jednej atrony sanonosna belka 1 ma regulacje przesuwu podluznego wykonane w po¬ staci poleczenia srubowego 5 z nakretke zabezpieczajace 6, a z drugiej atrony belka 1 ma poleczenie rozleczne 7 zawierajece sworzeri zabezpieczajecy 8 przed rozleczeniem.W czesci srodkowej belka 1 ma dwa gniazda 9 9luzeco do osadzenia jej na nawijarce.Dzialanie szablonu do zbrojenia strunobetonowych podkladów kolejowych, wedlug wynalaz¬ ku polega na tym, ze szablon mocuje sie do ramion nawijarki za pomoce gniazd 9« Po zamocowaniu struny do glowicy 3 nawija sie strune ze stalym naciegiem w zedanym rozsta¬ wie 1 ilosci zwol* Po nawinieciu ostatni zwój mocuje sie chwilowo z pozostalymi najblizszy¬ mi zwojami, zabezpieczajac przed poluzowaniem nawinietej petli w czasie ucinania struny, a uciety koniec petli zaplata sie na glowicy 3* Nastepnie szablon z nawiniete strune przeno¬ si sie do koryta formy, gdzie nastepuje przelozenie glowic 3 z nawinietymi strunami na ra¬ me foray.Zastrzezenie patentowe Szablon do zbrojenia strunobetonowych podkladów kolejowych, zawierajecy glowice pole¬ czone prostopadle z rozpore, znamienny tym, ze zawiera aamonosne belke korpu¬ sowe /l/, zakonczone po obu koncach uchwytami /2/, w których se osadzone glowice /3/, za¬ bezpieczone przed wypadnieciem sworzniami /4/, przy czym z Jednej strony samonosna belka /l/ ma regulacje przesuwu podluznego za pomoce poleczenia srubowego /5/ z nakretke zabez- pieczajece /6/, a z drugiej strony samonosna belka /l/ ma poleczenie rozleczne /7/ ze sworz¬ niem zabezpieczajacym /8/, ponadto samonosna belka /l/ zawiera dwa gniazda /9/, sluzece do osadzania jej na nawijarce# Pracownia Poligraficzna UP PRL. Naklad 100 egz.Cena 220 zl PLThe subject of the invention is a template for the reinforcement of prestressed railway sleepers, which is used to form the reinforcement * The known template for the reinforcement of prestressed railway sleepers includes four struts located parallel to each other * At both ends of the struts ee spaced sleeves and heads, perpendiculars mounted on a common axis for struts * Both ends of each of the two axes are seated in the arms of the winder, which together form a template * The above elements form a removable frame, but without the possibility of adjusting the length of the struts. Also, the disadvantage of the above-mentioned solution is that the cumulative template for four sleepers is not stiff during winding due to many connecting elements, and during operation it deforms 1 does not ensure parallelism of heads * As a consequence, the strings are not properly spaced 1 coiled equally * The template for the reinforcement of prestressed railway sleepers includes heads connected to the struts * The template has a self-supporting body beam with grips at both ends, in which the heads are seated, secured against falling out by bolts * On one side, the beam has longitudinal travel adjustment by means of a screw connection, with a nut secured on the other hand, the beam has a connection that is divergent with the securing bolt * Moreover, the beam contains two slots for mounting it on the winder * The advantage of the template for reinforcing prestressed concrete railway sleepers, according to the invention, is the possibility of using different heads, which allows for laying reinforcements in two and four vertical layers in the backing * Moreover, the use of a single template for each backing allows for the winding of the strings with the same accuracy * The template during transport from the winder to the mold ensures that the wound strings are transferred in the same state as they were wound on the winder * The object of the invention It is shown in an exemplary embodiment in the drawing, which shows the template in the longitudinal half-section 1 of the half-bay at the front * 2 145 267 The template includes an ammonium body beam 1, striking handles 2 on both ends in the form of a seat * in which the heads 3 are seated, secured against bolts 4 falling out, on one of the atrons, the beam 1 has longitudinal travel adjustments made in the form of a screw joint 5 with a securing nut 6, and on the other, the atron beam 1 has an open joint 7 containing bolts 8 preventing it from spreading out. has two slots 9 9 loosening to fit it on the winder The operation of the template for the reinforcement of prestressed railway sleepers, according to the invention, consists in the fact that the template is attached to the arms of the winder by means of sockets 9. After attaching the string to the head 3, the string with a constant string is wound in a given spacing of 1 number of releases. After winding, the last coil is temporarily fastened to the next nearest coils, preventing the wound from loosening when the string is cut, and the cut end of the loop is braided on the head 3 * Then the template with the wound string is transferred to the mold trough, where the translation takes place head 3 with strings wound on the frame. Patent claim Template for the reinforcement of prestressed concrete railway sleepers, containing heads connected perpendicularly to the strut, characterized by the fact that it includes an ammonium body beam / l /, ended at both ends with handles / 2 / in which the heads are mounted / 3 /, secured against falling out by pins / 4 /, with a self-supporting beam on one side / l / has longitudinal travel adjustment by means of a screw connection / 5 / with a securing nut / 6 /, and on the other hand, a self-supporting beam / l / has a cross-joint / 7 / with a securing pin / 8 /, and a self-supporting beam / l / it contains two sockets / 9 /, for mounting it on a winder # Pracownia Poligraficzna UP PRL. Mintage 100 copies Price PLN 220 PL

Claims (1)

1. Zastrzezenie patentowe Szablon do zbrojenia strunobetonowych podkladów kolejowych, zawierajecy glowice pole¬ czone prostopadle z rozpore, znamienny tym, ze zawiera aamonosne belke korpu¬ sowe /l/, zakonczone po obu koncach uchwytami /2/, w których se osadzone glowice /3/, za¬ bezpieczone przed wypadnieciem sworzniami /4/, przy czym z Jednej strony samonosna belka /l/ ma regulacje przesuwu podluznego za pomoce poleczenia srubowego /5/ z nakretke zabez- pieczajece /6/, a z drugiej strony samonosna belka /l/ ma poleczenie rozleczne /7/ ze sworz¬ niem zabezpieczajacym /8/, ponadto samonosna belka /l/ zawiera dwa gniazda /9/, sluzece do osadzania jej na nawijarce# Pracownia Poligraficzna UP PRL. Naklad 100 egz. Cena 220 zl PL1. Patent claim Template for the reinforcement of prestressed railway sleepers, comprising heads connected perpendicularly to the strut, characterized by the fact that it comprises an ammonium body beam / I /, terminated at both ends with grips / 2 / in which the heads / 3 are embedded /, secured against falling out with pins / 4 /, on one side a self-supporting beam / l / has longitudinal travel adjustment by means of a screw connection / 5 / with a locking nut / 6 /, and on the other side a self-supporting beam / l / it has a cross connection / 7 / with a securing pin / 8 /, moreover, a self-supporting beam / l / contains two sockets / 9 /, used for mounting it on a winder # Pracownia Poligraficzna UP PRL. Mintage 100 copies. Price PLN 220 PL
PL25033284A 1984-11-06 1984-11-06 Template for placing reinforcement of prestressed pre-tensioned concrete sleepers PL145267B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL25033284A PL145267B1 (en) 1984-11-06 1984-11-06 Template for placing reinforcement of prestressed pre-tensioned concrete sleepers

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL25033284A PL145267B1 (en) 1984-11-06 1984-11-06 Template for placing reinforcement of prestressed pre-tensioned concrete sleepers

Publications (2)

Publication Number Publication Date
PL250332A1 PL250332A1 (en) 1986-05-20
PL145267B1 true PL145267B1 (en) 1988-08-31

Family

ID=20024001

Family Applications (1)

Application Number Title Priority Date Filing Date
PL25033284A PL145267B1 (en) 1984-11-06 1984-11-06 Template for placing reinforcement of prestressed pre-tensioned concrete sleepers

Country Status (1)

Country Link
PL (1) PL145267B1 (en)

Also Published As

Publication number Publication date
PL250332A1 (en) 1986-05-20

Similar Documents

Publication Publication Date Title
US4894903A (en) Assembly jig and method for making wing panels
US5033178A (en) Assembly jig and method for making wing panels
DE69126314T2 (en) HOLLOW FLOOR PANEL WITH ARMORED CONCRETE WITH TWO-DIMENSIONAL STRUCTURE
CN109610847B (en) Binding and positioning tool suitable for hooping cages of various sizes
US4644727A (en) Strand chair for supporting prestressing cable and cross-mesh in elongated precast concrete plank
US20030121479A1 (en) Cattle handling system and method of installing same
DE19840334A1 (en) Position navigation block for optical three-dimensional co-ordinate measurement e.g. for vehicle
PL145267B1 (en) Template for placing reinforcement of prestressed pre-tensioned concrete sleepers
CN216339344U (en) Precision positioning fixing device for embedded steel bars in cast-in-place bottom plate of assembled type channel side wall
CA2063095A1 (en) Adjustable brace
WO1998057010A1 (en) Staircase form
DE3123029C2 (en) Workpiece handling device
US3010494A (en) Wire form tie and apparatus for making same
DE3332733C2 (en)
US20020157254A1 (en) Method to form metallic cages for reinforcement and relative device
SI21215A (en) Horse-shoe type, plate-shaped, plastic hoof fitting
EP0541880B1 (en) Spacer means for bottom reinforcement
DE10048104A1 (en) Reinforcing rod machining device has trimmed reinforcing rods separated into long and short sections by cutting device
CA2529229A1 (en) Truss lift stiffener
JPH0555676B2 (en)
CN220521403U (en) Assembled reusable light concrete supporting system
JP7365740B1 (en) Rod support for reinforcing bars
CN218080184U (en) Positioning jig frame for machining of steel reinforcement cage
DE805929C (en) Formwork for the production of walls, beams or other components made of concrete or the like.
US4272875A (en) Device to align the end fittings in the casting of concrete piles