CS232124B1 - Rectifiation mechanism of germ elements of a pier in overhung mounted bridge - Google Patents

Rectifiation mechanism of germ elements of a pier in overhung mounted bridge Download PDF

Info

Publication number
CS232124B1
CS232124B1 CS832686A CS268683A CS232124B1 CS 232124 B1 CS232124 B1 CS 232124B1 CS 832686 A CS832686 A CS 832686A CS 268683 A CS268683 A CS 268683A CS 232124 B1 CS232124 B1 CS 232124B1
Authority
CS
Czechoslovakia
Prior art keywords
elements
rectification
rectifiation
pier
pillar
Prior art date
Application number
CS832686A
Other languages
Czech (cs)
Slovak (sk)
Other versions
CS268683A1 (en
Inventor
Jaromir Weis
Milan Rusko
Original Assignee
Jaromir Weis
Milan Rusko
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 Jaromir Weis, Milan Rusko filed Critical Jaromir Weis
Priority to CS832686A priority Critical patent/CS232124B1/en
Publication of CS268683A1 publication Critical patent/CS268683A1/en
Publication of CS232124B1 publication Critical patent/CS232124B1/en

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

Vynález sa týká rektifikácie prvkov nad pilierom mosta stávaného systémom letmej montáže.The invention relates to the rectification of elements above the pillar of a bridge formed by a flying assembly system.

Technológia letmej montáže mostov vyžaduje najprv zmontovať zárodkové prvky nad pilierom, potom tieto ako celok ustavit v priestore. Na zárodkové prvky nad pilierom po ich ustavení v priestore sa montujú běžným spósobom letmej montáže prefabrikované prvky portálu mostu.The technology of flying bridges requires first assembly of the embryonic elements above the pillar, then setting them as a whole in space. The prefabricated elements of the bridge portal are mounted on the embryonic elements above the pillar after their installation in the space by a conventional method of flying assembly.

Známy je spósob horizontálnej a vertikálnej rektifikácie zárodkových prvkov nad pilierom. Pre rektifikáciu horizontálnu sa používajú dva ocelové rámy. Jeden rám sa upevní cez rektifikačné skrutky na pilier mosta a druhý na zárodkové prvky. Pósobením rektifikačných skrutiek, ktoré sa uťahujú ručně, dochádza k horizontálnemu natočeniu a posunutiu prvkov oproti pilieru. Vertikálna rektifikácia sa uskutočňuje mechanickými zdvihákmi, ktoré sú spodnou častou uložené na trecej ocelověj podložke, umiestnenej na podpernej ocelověj konštrukcii mimo pilieru.The method of horizontal and vertical rectification of embryonic elements above the pillar is known. Two horizontal frames are used for horizontal rectification. One frame is fixed to the bridge pillar via rectification screws and the other to the embryonic elements. The adjustment of the screws, which are tightened by hand, causes the elements to be rotated horizontally and displaced relative to the pillar. The vertical rectification is carried out by mechanical jacks, which are supported by a lower part on a friction steel support, located on the supporting steel structure outside the pillar.

Nevýhody tejto známej rektifikácie sú v tom, že rámy sú velmi ťažké, manipulácia pri rektifikácii prvkov je obtiažna, zdíhavá a prácna.The disadvantages of this known rectification are that the frames are very difficult, handling the rectification of the elements is difficult, tedious and laborious.

Uvedené nevýhody a nedostatky odstraňuje rektifikácia prvkov podlá vynálezu, ktorého podstatou je, že horizontálna a vertikálna rektifikácia je sústredená do dvoch iniest s použitím teflonu ako trecieho materiálu a hydromechanického ovládania.These drawbacks and drawbacks are overcome by rectifying the elements of the invention, which is based on the fact that horizontal and vertical rectification is concentrated in two ways using Teflon as a friction material and hydromechanical control.

Výhodou vynálezu je, že zjednodušuje rektifikáciu, znižuje prácnosť a namáhavá prácu obsluhy. Ďalšou výhodou je niekolkonásobné zníženie hmotnosti rektifikačného mechanizmu a skrátenie času montáže zárodkových prvkov mostných pilierov.The advantage of the invention is that it simplifies rectification, reduces labor and labor of the operator. Another advantage is a multiple reduction in the weight of the rectification mechanism and a shortening of the assembly time of the embryonic elements of the bridge pillars.

Příkladné prevedenie vynálezu je znázorněné na výkrese, kde obr. 1 představuje čiastočný rez prvkov a piliera v náryse a obr. 2 podorys rektifikačného mechanizmu.An exemplary embodiment of the invention is shown in the drawing, wherein FIG. 1 is a partial cross-sectional view of the elements and the pillar, and FIG. 2 shows a sub-view of the rectification mechanism.

V hornej časti piliera 12 je vytvořený priestor 13, otvorený smerom medzi piliere, do ktorého sa vloží a ukotví základová doska 4, ktorá má v střede osadenie 5. V jej krajných častiach sú vytvořené sedlá s teflonovou vrstvou 6. Na týchto sedlách s teflonu sa pohybujú šmýkadla 7 v spodnej časti s teflonovou výstelkou 8. V hornej časti šmýkadla 7 je upevněná ocelová tyč 3, ktorá prechádza cez trubku 14 v prvku 9 až po hydraulický válec 1, zapadajúci do sediel 11 priečnika 10 prvku 9. Smýkadlá 7 medzi sebou sú spojené ocelovými rektifikačnými tiahlami 15. Medzi osadenie 5 základovej došky 4 a šmýkadla 7 sú vložené hydraulické válce 2.In the upper part of the pillar 12 there is formed a space 13, open in the direction between the pillars, into which the base plate 4, which has a shoulder 5 in the middle, is inserted and anchored. In its outer parts are saddles with teflon layer 6. The slides 7 move in the lower part with the Teflon lining 8. In the upper part of the slide 7 a steel bar 3 is fastened, which passes through the pipe 14 in the element 9 up to the hydraulic cylinder 1 fitting into the seats 11 of the crossbeam 10 of the element 9. connected by steel rectification rods 15. Hydraulic cylinders 2 are interposed between the shoulder 5 of the thatch base 4 and the slide 7.

Hydraulické válce 1 a 2 sú napojené na nenaznačený hydraulický systém a sú ručně ovládané súčasne obe dvojice hydraulických valcov 1, 2.The hydraulic cylinders 1 and 2 are connected to an unmarked hydraulic system and are manually operated simultaneously by both pairs of hydraulic cylinders 1, 2.

Pri rektifikácii prvkov obsluha najprv uskutoční vertikálnu rektifikáciu pomocou hydraulických valcov 1 a potom horizontálnu rektifikáciu pomocou hydraulických valcov 2.When rectifying the elements, the operator first performs vertical rectification by means of hydraulic cylinders 1 and then horizontal rectification by means of hydraulic cylinders 2.

Výstelky 6, 8 znižujú trenie pri rektifikácii prvkov. Rektifikačný mechanizmus je možné použiť pre rektifikáciu zárodkových prvkov nad pilierom mosta staveného systémom letmej montáže.The lining 6, 8 reduce friction in the rectification of the elements. The rectification mechanism can be used to rectify the embryonic elements above the pillar of the bridge built by the flying assembly system.

Claims (2)

PREDMETSUBJECT 1. Rektifikačný mechanizmus zárodkových prvkov piliera letmo montovaného mosta vyznačujúci sa tým, že zostáva z ocelověj základovej došky (4) s hydraulickým valcom (2) a šmýkadlom (7), do ktorého v hornej časti je vložená ocelová tyč (3) s hydraulickým valcom (lj opierajúcim sa o sedlo (11) priečnika (10) prvku (9).Rectification mechanism of germinal pillar girder elements of a girder bridge, characterized in that it consists of a steel foundation (4) with a hydraulic cylinder (2) and a slide (7) in which a steel rod (3) with a hydraulic cylinder is inserted (1j) resting on the seat (11) of the cross-member (10) of the element (9). VYNALEZUWe claim: 2. Rektifikačný mechanizmus podlá bodu 1, vyznačujúci sa tým, že na základovej ocelovej doske (4) v hornej časti a na šmýkadle (7j v spodnej časti sú vložené teflonové výstelky (6, 8).Rectification mechanism according to claim 1, characterized in that Teflon liners (6, 8) are inserted on the steel base plate (4) at the top and on the slide (7j at the bottom).
CS832686A 1983-04-14 1983-04-14 Rectifiation mechanism of germ elements of a pier in overhung mounted bridge CS232124B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CS832686A CS232124B1 (en) 1983-04-14 1983-04-14 Rectifiation mechanism of germ elements of a pier in overhung mounted bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CS832686A CS232124B1 (en) 1983-04-14 1983-04-14 Rectifiation mechanism of germ elements of a pier in overhung mounted bridge

Publications (2)

Publication Number Publication Date
CS268683A1 CS268683A1 (en) 1984-05-14
CS232124B1 true CS232124B1 (en) 1985-01-16

Family

ID=5364676

Family Applications (1)

Application Number Title Priority Date Filing Date
CS832686A CS232124B1 (en) 1983-04-14 1983-04-14 Rectifiation mechanism of germ elements of a pier in overhung mounted bridge

Country Status (1)

Country Link
CS (1) CS232124B1 (en)

Also Published As

Publication number Publication date
CS268683A1 (en) 1984-05-14

Similar Documents

Publication Publication Date Title
US3971179A (en) Non-bonded framing system
JP2008274637A (en) Construction method for continuous viaduct
CN208533372U (en) A kind of General reinforced cage binding moulding bed
CS232124B1 (en) Rectifiation mechanism of germ elements of a pier in overhung mounted bridge
FI960759A0 (en) Building frame with connecting structure
CN210420862U (en) Stay cable tower end anchoring device
KR101124515B1 (en) Scaffolding structure using compositive section beam introducing prestress by maximizing rigidity and eccentricity by combination of various sections
JP4436585B2 (en) Cable-stayed bridge construction method
KR101850498B1 (en) Composite part of steel girder and manufacturing method of composite part
KR101198960B1 (en) Bridge girde with the function of adjusting pre-stress
CN211228923U (en) Fixing device for pre-buried steel plate under shock insulation support
CN115418966B (en) A cast-in-place support method for aqueduct
CN111636612B (en) Prefabricated large-span steel mesh hollow floor structure
CN217028064U (en) Post-cast strip galvanized steel pipe support frame
JPS5942239Y2 (en) vertical press
CN113216015B (en) Construction method of viaduct jacking bearing platform pier column upgrading structure
CN212154137U (en) Assembled support-free hanging die
SU1335660A1 (en) Apparatus for feeding reinforcements into channels of ferroconcrete structures or channel formers
CN212295097U (en) Bolt mounting fixing frame
KR20130075136A (en) Nonsupporting slab form
RU2003124100A (en) Butt joint of prefabricated columns with overlapping and the method of its implementation
CN217652161U (en) Shear force wall construction light reinforcing bar fixture is built in room
JPS5941530A (en) Installation of foundation bolt for apparatus setting
KR102855041B1 (en) Steel-concrete composite girder manufacturing apparatus that offsets the self-weight effect of the steel girder and method of manufacturing steel-concrete composite girder using thereof and steel-concrete composite girder manufactured thereby
CN115787501B (en) A suspension bridge anchoring system positioning bracket and construction method