Method for transverse relocation of bridge superstructure for extended collar beam |
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IPC classes for russian patent Method for transverse relocation of bridge superstructure for extended collar beam (RU 2557020):
      
 Method to expand bridge clearance using cable-stayed system / 2539466
Method to expand a bridge clearance using a cable-stayed system, in process of which a split span is changed into a non-split span, is characterised by the fact that additional elements are installed, namely, traction rods, metal plates, then pylons with cable stays are installed. Traction rods are installed between adjacent beams of the split span and are fixed, then metal plates are installed in areas of connection of adjacent beams and a support crossbar, and they are combined with adjacent beams and crossbars of supports by means of an anchor joint. Then pylons are erected at both sides of the span, with a support against the area of ground under the bridge, afterwards cable stays are installed and tightened, and supports are dismantled.
 Method to expand bridge structure using cable system / 2539461
Method includes installation of additional elements: amplifying crossbars, pylons, additional transverse and longitudinal beams and cable guys; which are combined with elements of the existing bridge structure. At first the upper part of each support is reinforced with a reinforcing crossbar, afterwards pylons are installed in pairs with crosspieces in the upper part of pylons on side protruding parts of the lower parts of supports, in the area of main vertical beams. Then they install additional transverse beams and cover them with additional longitudinal beams, then they install devices for fastening of cable guys, afterwards they tighten and fix cable guys, and then lay the door surface and install barriers.
 Device to reinforce building structures using composite stressed reinforcement / 2539460
In a device of structure reinforcement with the help of composite material tapes, comprising a composite material tape, ends of which are connected to anchor assemblies comprising support plates fixed on a reinforced concrete beam, add-on plates to clamp ends of the tape, at the same time one of anchor assemblies is made as capable of connection to a system of lengthy tape tensioning in longitudinal direction, the composite material tape is equipped with ends installed on it and connected to brackets installed on support plates of anchor assemblies, and connection of ends with brackets is made in the form of hinged joints, which allow for rotation of tape ends relative to the beam in case of its deformations. Besides, one of tape ends is made with an eye that carries a cardan connected by other end to the eye of the bracket in one anchor assembly, and the other end is made with a threaded hole for a threaded rod, passing with a gap via a hole of the bracket of the other anchor assembly, at the same time the threaded rod by one end is screwed into the threaded hole of the end, and on the other end it carries washers, a nut and lock-nut for its fixation relative to the bracket. Besides, ends are made with flat sites and are equipped with add-on plates for fixation on the tape by means of bolts, at the same time on clamping surfaces of add-on plates and flat sites there are accordingly grooves made, which stretch in direction perpendicular to the longitudinal line of the lengthy tape and arranged in parallel to each other and preferably with the same pitch between them.
 Method to dismantle t-shaped frame of bridge span and top-trolley beam for realisation of this method / 2506367
Method for dismantling of a T-shaped frame in a bridge span formed by box-shaped blocks assembled as hanging over and attached to the support head with bundles of prestressed reinforcement, consists in pre-dismantling of the bridge deck, alternate mounting to the crane and cutting of box-shaped blocks of consoles of the T-shaped frame and their removal from the building site. On consoles of the T-shaped frame they mount standalone mounting rails with crossbars, they anchor one end of the standalone installation of beams on spans and rest it by supports on the top plate of the span. After that they attach end box-shaped blocks of consoles to cross beams, and cut them along the axis of joining with the adjacent box-shaped blocks, and then one of the cut blocks is slung to the crane and removed from the construction site. The vacated standalone mounting beam is moved to the new parking lot, the next box-shaped block is attached to its cross beam, the second cut block is slung to the crane and removed from the construction site, and then the vacated standalone mounting beam is moved to the new parking lot, and the next box-shaped block is attached to the cross beam. The process of dismantling the span continues in a similar manner until it reaches the ends of the standalone mounting axis of the support beams, and then the ends of the standalone mounting beams are combined together to form a single mounting rail, and it is anchored to the support, then the process of dismantling of the span continues the same way. Prior to attachment of the box-shaped blocks to cross beams and cutting of segments of span blocks they strengthen the joints of the span blocks by drilling holes in these joints, introduction of adhesive into their cavities and plugging these holes with metal dowels. The mounting beam for carrying out the method includes a mobile scaffold, a cross beam with rods, an anchor attached to the span and supports. The mounting beam made as composite of two standalone mounting beams, each provided with scaffolds, a crossbeam with rods, an anchor attached to the span and supports, besides, self-mounting rails are combined into a single mounting beam during dismantling of the span when the free ends of the standalone mounting beam reach the axis of the bridge supports. Anchors in the single mounting beam are fixed on the bridge support.
 Method to disassemble bridge span and device for realisation of this method / 2495184
Method to disassemble a bridge span formed from blocks of T-shaped frames with closing elements assembled as suspended, consists in preliminary dismantling of a deck, alternate fixation of blocks to a weight-lifting device and cutting of blocks on cantilevers of the T-shaped frame and their lowering and removal from the construction site. Previously pier blocks of T-shaped frames are rigidly fixed to templates, a launching rail is installed on the upper slab of the span, and a device for disassembly of the span is mounted along the bridge axis, which comprises a bearing beam with a launching nose, flexible suspensions and jacks with a flexible stem. Then the device for disassembly of the span is moved along launching rails, covering spans of at least two adjacent T-shaped frames, afterwards blocks of one of T-shaped frames and a closing element are fixed with the help of flexible suspensions to the bearing beam, and the closing element is fixed to flexible stems of jacks, cut and lowered with the help of jacks. Extreme blocks of cantilevers of the T-shaped frame are fixed to flexible stems of the jack, and these blocks are cut and lowered with the help of jacks, and then jacks are moved to a new position, and their flexible stems are fixed to extreme blocks of cantilevers of the T-shaped frame. Afterwards the process of disassembly of the T-shaped frame is continued in a similar manner, at the same time after disassembly of blocks of the first T-shaped frame in process of disassembly the bearing frame of the device is moved to the following span, and similarly the next T-shaped frame is disassembled.
 Method to eliminate deformations of bridge crossing abutments / 2481433
Method to eliminate deformations of bridge crossing abutments includes increasing the support area of abutments by erection of a solid shell around them. Previously along the contour of the support part of shells there are waterproof screens erected by means of injection of a water-impermeable composition into soils of abutment bases, monolithic reinforced concrete shells are erected at three sides of each abutment from the level of its foot, shells are connected with each other by a spacer beam. In support parts of the shells, every of which has width exceeding the width of the appropriate abutment, there are through holes made, through which fixing solutions are injected into the soil base of abutments.
 Reinforcing structure of pier table of arched bridge span / 2476637
Reinforcing structure of a pier table of an arched bridge span includes arches that rest with their ends against permanent bridge supports, support stands, a beam grid, made of longitudinal and transverse beams and longitudinal beams of filling between spans, resting on longitudinal beams,- and a traffic area with movement joints. Under the transverse beam, which is extreme in the span and adjoins the pier table, there is a flat reinforcement truss mounted, attached to support stands, between the extreme transverse beam in the span that adjoins the pier table and the flat reinforcement truss there are additional longitudinal beams that rest on the flat reinforcement truss and are brought to the transverse beam arranged in the middle part of the span. On additional longitudinal beams there are additional transverse reinforcement beams installed, against which ends of longitudinal beams of filling between spans via tangential support parts of higher movements rest, and via wedged packages of steel sheets - ends of existing longitudinal beams adjoining the pier table of the span. The flat reinforcement truss has bearing capacity that is not lower than the bearing capacity of the transverse beam, which is extreme in the span and adjoins the pier table.
 Method for formation of spherical contact surface of bridge structure support part / 2404321
In method for formation of spherical contact surface of bridge support part, welding is carried out with multiple electrodes to form circular rolls into separate baths with a height that makes it possible to form spherical surfaced of welded layer, and further cavities between applied rolls are filled, at the same time electrodes are moved with the speed determined according to the formula
 Technique of replacing support parts of bridge / 2325476
Invention pertains to the field of reconstruction of bridges with a concrete slab span continuous structure. The technical outcome is the increase in effectiveness of replacing supports of a continuous superstructure of a bridge due to the accuracy of installing it into the projected position and increased reliability due to lowering of the resultant stress in the superstructure during replacement of the supports. The technique of replacing the supports of the continuous superstructure of the bridge, implemented successively on each support of one superstructure and including construction of a device for temporary support of the superstructure in the form of a concrete pier with a dividing polymer layer for setting of the concrete of the pier with concrete support, and mounting on the pier, a sliding device in the form of a beaming metallic sheet with antifriction material on it. On the surface of the supports on the spots for mounting jacks and temporary support devices, concrete is removed down to the protective layer of the reinforcement. The jacks are mounted on a metallic sheet. The gap between the upper sheets, mounted on the jacks and the superstructure is filled with a plastic material. The jacks are joined to the battery for connection to different pumping stations. Lifting of the superstructure is done for a value not more than 10 to 15 mm, after which it is remounted on the device for temporal support. By removing the jacks, the old supports are removed. The superstructure is then raised on the jacks again and extra metallic sheets are cleared. The superstructure is lowered into the projected position. After mounting the new supports and strength gain of the plastic material in the gaps, the superstructure is raised, and the device for temporal support is dismantled.
 Method for lattice span structure disassembling by span structure division into three-dimensional blocks / 2304656
Method for bridge span having upper belt height of up to 30-35 m over water surface and length of more than 40 m involves constructing temporary supplementary piers in areas of span structure separation into three-dimensional blocks; installing hydraulic jacks on temporary piers under lower truss joints; provisionally retaining thereof against vertical displacement for at least span structure separation time by shimming thereof with steel sheets arranged at permanent or supplementary supports; separating span structure into three-dimensional blocks having lengths of not less than 20 m by cutting-off separate truss members along with internal truss strain regulation to provide internal truss strain within the range of static load applied to truss members and not exceeding design load by shimming and/or by means of hydraulic jacks installed at supplementary piers; performing block strapping; releasing three-dimensional blocks and demounting thereof with the use of floating crane with at least 80 tons lifting capacity; moving three-dimensional blocks to preliminarily prepared receiving building berths for further division thereof onto smaller parts; demounting temporary piers. Bridge span structure may be separated beginning with upper belt and then lower belt is disintegrated starting with upper truss plane. The receiving building berths are arranged on banks. Separated three-dimensional blocks are moved to the berths by means of floating crane immediately after demounting thereof so that this becomes unnecessary to transmit the block on barge or pontoon. In another embodiment the receiving building berths may be formed on banks and three-dimensional blocks may be moved thereto by means of floating crane after block laying on barge or pontoon.
 Bridge reconstruction method using transverse relocation of existing reinforced-concrete solid superstructure / 2556766
First, a collar beam is extended on one of the sides of the existing supports of the existing superstructure; after that, some part of the existing superstructure is cut (along the whole superstructure); then, the existing superstructure is lifted and rollers are installed under its lower flange; after that, jacks are installed and the existing superstructure is relocated across the existing supports of the bridge in the direction of the extended collar beam; then, rollers are removed and traffic flow is arranged on the relocated existing superstructure; after that, new supports are installed, which do not coincide in a plan view with the existing supports; after that, a new superstructure is installed on new supports; then, the existing superstructure and the existing supports are removed and the new bride superstructure is provided with road pavement.
 Device for longitudinal launching of bridge spans / 2514312
Device for longitudinal launching of bridge spans comprises a roller track with side stops, a pushing device and a rolling device, comprising roller carriages with support sheets, rubber gaskets and a transition beam interacting with the lower belt of the launched span. The transition beam along the axis of the bridge is equipped with symmetrically arranged support cantilevers, to which power jacks are fixed with the help of spring suspensions, and in the direction transverse to the axis of the bridge, the transition beam has stops at two sides with inbuilt adjustment accessories, which interact with support sheets of the roller carriages. Adjustment accessories are made in the form of a screw-nut system, the screw in which interacts with support sheets of roller carriages. Support sheets are equipped with guide slots, in which the roller carriages are fixed. Power jacks are made as hydraulic with a drive from a manual pump station.
 Method of telescopic longitudinal sliding of bridge superstructure / 2450100
Method of longitudinal sliding of bridge superstructure includes three stages. At first stage superstructure at one of banks is assembled as continuous structure and installed at bogies. At that inner beam is divided into two parts. The first part of inner beam is used as sliding girder. The second part is used as rear counterbalance and is loaded with ballast. The first part of inner beam is assembled along direction of outer beam sliding while the other part is assembled behind outer behind both parts of inner beam are driven into outer beam to a certain length and fixed by respective fasteners. At second stage superstructure is transported by means of pushers to the installation site and slided. At third stage outer beam is anchored; ballast and fasteners are removed; parts of inner beam are slided into outer one and then superstructure is installed downwards by means of jacks into final position.
 Pushing device to launch bridge spans / 2421565
Pushing device to launch spans includes a support beam, skids, a sliding track fixed on the bridge support at the support rigging, lifting hydraulic jacks and power pushing hydraulic cylinders, and also shifting tables with lifting hydraulic jacks. To transfer a pushing force from a power hydraulic cylinder to a support beam, ends of skids are arranged in the form of a cantilever ledge with a segment support board, the cylindrical surface of which contacts with the cantilever support of the support beam.
 Heavy load transfer device / 2406684
Device is used for mounting bridge decking 1 that makes transferred heavy load and comprises drive units 3 arranged on bridge pillars, each drive comprising stationary bed 10 and intercoupled 1st and 2nd moving elements. Said elements comprise mounting wedge 18 and link 21. Mounting wedge 18 and link 21 are driven by jack to perform alternating cyclic motions wherein link 21 ups to pull up bridge decking 1 arranged on base 10. Then said link 21 translates, along with said decking relative to said bed and, finally, places bridge decking on the base.
 Method for incremental launching of bridge span / 2390601
Method relates to the field of bridge engineering and may be used to cover navigable span of recovered bridge. Method for incremental launching of bridge span includes assembly of span on embankment of approach zones, assembly of launching nose, installation of traction braking and lifting devices, and also its launching. The novelty is the fact that in process of incremental launching of single span by proposed method, length of launching nose makes 0.25-0.5 of span length. Launching of span includes two stages. At the first stage main beams of span are combined into continuous system, by means of partial launching of inner beam into outer one and closing by temporary fixing devices, where inner beam during launching serves as counter-weight. With the help of traction devices span is launched into bay. At the second stage launching nose is disassembled, continuous system is brought to split one, by means of complete insertion of the main inner beam into outer one with the help of traction devices, besides outer beam is anchored and simultaneously serves as knurling scaffolds for the inner one. Anchor fixtures are dismantled, and the structure is lowered onto supports into design position.
 Method of bridge span assembly / 2385982
In method of bridge span assembly, including assembly of bridge span mount unit, comprising traffic area boards, main trusses and cross inks, arrangement of bridge span mount unit in initial lower position so that at least one of stands of bridge permanent support is arranged between main trusses of mount unit, lifting of mount unit to a design elevation by means of a weight-lifting device, transverse motion of bridge span mount unit till longitudinal axis of mount unit matches longitudinal axis of bridge, installation of bridge span mount unit onto permanent supports, in process of bridge span mount unit assembly end sections of main trusses are left as unoccupied with traffic area boards and cross links by length that provides for arrangement of permanent supports stands in available free space between main trusses, and as mount unit is installed in initial lower position, parallel position of mount unit axis and longitudinal bridge axis is provided with a permissible deviation from such position by value of up to 3°, as well as arrangement of axes passing through support platforms of the main trusses of bridge span mount unit and support platforms of permanent supports, in a single vertical plane, besides missing units of traffic area and cross links are mounted on completion of bridge span mount unit installation onto permanent supports into design position. Application of stated technical solution makes it possible to obtain considerable economic effect and to reduce time of construction. At the same time proposed technology provides for safe performance of mounting works.
 Device for string-and-roller beam protrusion / 2315147
Device comprises piers and two parallel load-bearing strings stretched between the piers so that the strings are directed along axis of design position of each beam to be protruded into bridge span for accurate beam installation on support parts without beam displacement in transversal direction. Device also has support and suspended trolleys. Beam may be hanged to suspended trolley comprising electric drive for trolley movement along strings. Piers have string height control mechanisms, which change string heights over bridge piers. Suspended trolley may have mechanism, which puts front beam end on support parts.
 Device for longitudinal bridge span structure protrusion / 2313629
Device comprises pushing and braking means, pylon with guy lines fastened to span structure by the first ends thereof, and with flexible ties passing over rollers. The rollers are arranged on head of support, which is the first in span structure protrusion direction and is provided with haulage means. Receiving cantilever is arranged in lower part of the same support. Pylon has shoes arranged in lower part thereof. Guy lines and flexible ties are made as control and haulage block and tackle systems correspondingly. The block and tackle systems have lower blocks secured to pylon shoes by means of hinged clips. Upper blocks of control block and tackle system are secured to span structure bottom. Free cable ends of said block and tackle system are connected to winch installed on span structure. Free ends of cables included in haulage block and tackle system pass through support head rollers and are connected with haulage means made as winch with weight. Pylon is of telescopic type and consists of main and sliding members provided with coaxial orifices and fixers inserted in the orifices. Inclinometer is arranged in area of hinged pylon connection with span structure. Hinged clips are provided with sensors, which determine force in cables of control and haulage block and tackle systems. Device comprises means for span structure end flexure determination and deviation in plane view. Said means is made as target connected to span structure end and sighting device aimed on the target. The sighting device is installed on head of support, which is the first in span structure protrusion direction, and is coaxial to longitudinal bridge axis.
 Span structure assemblage method and hoisting device for above method realization / 2301294
Method involves ashore assembling span structure on building slipway; advancing thereof to assemblage site by means of floating supports; lifting span structure with the use of hoisting device and installing thereof on permanent piers. Span structure is assembled as subassembly with main trusses without cantilevered roadway panel mounting on extreme panels. Floating supports are moved so that one permanent pier is between main trusses of span structure subassembly and subassembly center of gravity is in line between permanent pier axes. Then hoisting devices are installed on permanent piers of the bridge and after subassembly lifting to design mark subassembly hanged under hoisting device is moved in transversal direction up to longitudinal subassembly axis alignment with that of the bridge. Hoisting device comprises load-bearing frame, lifting hydraulic cylinders, catching means, suspension means and traverse fastened to bridge span subassembly. Transversal cantilevered beams are fixedly secured to permanent pier head. Load-bearing frame freely rests upon cantilevered beams. The cantilevered beams are provided with means for load-bearing frame movement in transversal direction. Cantilevered beams may be provided with beam trussing system located in lower parts thereof.
 Method for assembling over-pier part of bridge span structure / 2247805
Method involves mounting blocks formed as reinforced concrete flooring panels by moving thereof in horizontal direction with the use of pushing means across bridge span, wherein before panels installation on support span parts panel is laid on sleds with the use of load-lifting means, sleds are installed on track, guiding tracks are placed on sleeper grid consisting of wooden studs and two transversal members, rollers are arranged between sleeper grids; installing supplementary columns and four jack posts in addition to main supports. Flooring panel movement is performed with the use of pushing means which displaces sleds up to span to be overlapped. After that flooring panel is lifted by means of jack posts, sleds are removed and displaced into their initial position. Then track is rolled, flooring panel is lowered on bridge piers with the use of hydraulic cylinders of jack posts; free jack posts are dismounted and mounted in the next bridge span simultaneously with supplementary columns installation. Track is placed on previously installed flooring panel with sleds on which next flooring panel is laid. All above operations are repeated.
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FIELD: construction. SUBSTANCE: first, a collar beam is extended on both sides of supports. After that, the lower flange of the existing structure is reinforced and lifted and rollers are installed under the lower flange. Then, jacks are installed and the existing superstructure is relocated with jacks in transverse direction of bridge supports. After that, rollers are removed and traffic flow is arranged on the relocated existing superstructure. After that, on the free part of the supports with the extended collar beam, near the relocated existing superstructure there installed is a block of the main beam of the first part of a new superstructure; then, the next block is installed, and blocks of the first part of the new superstructure are combined. After that, a cantilever orthotropic plate is installed and the first part of the new superstructure is provided with road pavement. Then, traffic flow is shifted to the first part of the new superstructure. After that, the existing superstructure is removed. Removal of the existing superstructure is performed at several stages: first, cantilevers are removed; after that, reinforced-concrete slabs are cut and removed; then, each beam is removed separately. In the place of the removed existing superstructure there installed is the block of the main beam of the second part of the new superstructure; then, the next block is installed, and blocks of the second part of the new superstructure are combined; after that, a cantilever orthotropic plate is installed. The first part of the new superstructure is combined with the second part of the new superstructure with a reinforced-concrete slab and provided with road pavement and enclosures. EFFECT: improved method. 2 cl, 8 dwg
The invention relates to bridge construction, namely to methods and devices for sequential displacement of the bridge or its sections, and can be used in the reconstruction of bridges. Known invention No. 1793031, IPC E04 G 23/00 "Method for reconstruction". The present invention relates to the construction, namely to methods of reconstruction of buildings and structures. The essence of the invention: installation of additional transverse beams and longitudinal beams with retractable devices. Using for the attachment of the walls of adjacent blocks of the old coating the sections of the new coating, the installation of these sections on beams with retractable devices, connecting them to the blocks with their subsequent development in the design position, the blocks of the system of relations between them, laying decking, trim, walls block the old coating with simultaneous strengthening of the mounting points of the transverse beams, removal of old flooring, strengthening the remaining supporting structures. Closest to the claimed invention is the invention №815111, IPC 01D 21/00 "Method transverse shifting of heavy loads". The invention relates to bridge construction and can be used mainly for transverse shifting of the spans of the bridge, when they are installed on the supporting part. Method transverse shifting of heavy loads includes� battery installation hydraulic jacks on the piers under the jacking beam and cyclic lifting and moving the superstructure, before beginning the next cycle between the upper abutment faces jacks and jacking beam, lower bearing faces of the Jack and the support of a bridge placed skew with eccentricity relative to the vertical axis of each of the jacks supporting the sheets. The disadvantage of this method is the considerable complexity of operations and the lack of stability of the bridge associated with the installation reference sheet, as well as the inconvenience of stopping the operation of the bridge. The technical objective of this invention is the reconstruction of the superstructure with minimal complexity of operations in the shortest possible time and ensuring the possibility of operation of the bridge during the reconstruction. The technical result is achieved due to the fact that the method of transverse shifting of the superstructure of the bridge on the widened beams is that: pre-userauth bolt on two sides of the supports. Then reinforce the bottom chord of the superstructure, lift it up and under the bottom belt rollers set. Then install the jacks and the jacks move the existing superstructure in the direction across the bridge piers. Then remove rollers and organize the movement of transport on peredvinuli existing floating structure. Then b�internal parts of the supports with extended bolt, near peredvinuli existing set spans the block of the main beam of the first part of the new superstructure, then install the next block and merge the blocks of the first part of the new superstructure. Then install the console orthotropic plate and equip the first part of the new superstructure pavement. Then switch the traffic to the first part of the new superstructure. After that, disassemble the existing superstructure. The dismantling of the superstructure takes place in several stages: first, disassemble the console, then cut and dismantle concrete slab, then dismantle separately for each beam. On the site of the dismantled of the superstructure set the unit of the main beam of the second part of the new superstructure, then install the next block and merge the blocks of the second part of the new superstructure, and then set the console orthotropic plate. Combine the first part of a new superstructure with the second part of the new superstructure with a reinforced concrete plate and equip pavement and fences. The claimed invention is illustrated by drawings, where: Fig. 1 shows the existing superstructure of the bridge (cross section). Fig. 3 illustrates the existing superstructure of the bridge widened on the bolt installed under the bottom belt rollers and Jack (cross section). Fig. 4 shows peradventure the existing superstructure of the bridge widened on the crossbar (cross section). Fig. 5 shows peradventure the existing superstructure of the bridge widened on the bolt with the mounted unit of the main beam of a new superstructure (cross section). Fig. 6 shows peradventure the existing superstructure of the bridge widened on the bolt installed and the joint blocks of the main beam of a new superstructure and installed them orthotropic plate (cross section). Fig. 7 shows peradventure the existing superstructure of the bridge widened on the bolt installed and the joint blocks of the main beam of a new superstructure mounted on them orthotropic slab, pavement and guardrail, and the organized movement on the finished portion of the new span construction (cross section). Fig. 8 shows a new superstructure of the bridge (cross section). The proposed method lateral shifting of the superstructure of the bridge 1 on usire�tion bolt 2 is that: Pre-userauth bolt 2 on two sides of the supports 3. Then reinforce the bottom belt 4 of the superstructure 1, lift it up and under the bottom belt 4 rollers set 5 (see Fig. 1, 2, 3). Then install jacks jacks 6 and 6 move the existing superstructure 1 in the direction transversely of the supports 3 of the bridge. Then remove the rollers 5, install fences 7 and organize the movement of transport on 8 peredvinuli existing floating structure 1 (see Fig. 3, 4). Then in the liberated part 9 of the supports 3 with extended beams 2, near peredvinuli existing spans 1 set unit 10 of the main beam of the first part 11 of the new superstructure 12, then establish the following block of 10 and combine the blocks 10 of the first part 11 of the new superstructure 12. Then install the console orthotropic plate 13 and equip the first part 11 of the new superstructure 12 pavement 14. Then switch the traffic 8 on the first part 11 of the new superstructure 12 (see. 5, 6, 7). After that, disassemble the existing superstructure 1. The dismantling of the superstructure 1 is held in several stages: first, disassemble the console 15, and then cut and dismantle concrete slab 16, then dismantle separately each beam 1 (see Fig. 7, 8). On the site of the dismantled of the superstructure 1 set unit 10 of the main beam of the second part 18 of the new superstructure 12, then establish the following block of 10 and combine the blocks 10 of the second part 18 of the new superstructure 12, and then install the console orthotropic plate 13. Combine the first part 11 of the new superstructure 12 with the second part 18 of the new superstructure reinforced concrete slab 12 19 and equip pavement 14 and fences 7 (see Fig. 8). The essence of the claimed invention is that: 1. First userauth bolt 2. 2. Reinforce the bottom belt 4 of the superstructure 1 (zone jacking beams). 3. Lift the existing superstructure 1 and the lower belt 4 rollers set 5. 4. Install jacks 6 and move the existing superstructure 1. 5. Install fences 7 and organize the movement of transport 8. 6. In the liberated part 9 of the supports 3 with extended bolt set 2 alternately blocks of the main beam 10 of the first part 11 of the new superstructure 12 and combine the blocks 10 and install orthotropic plate 13 and road equip clothes 14. 7. Switch traffic 8 on the first part 11 of the new superstructure 12. 8. Disassemble the existing span� building 1: disassemble the console 15, cut and dismantle concrete slab 16, disassemble beams 17. 9. On the site of the dismantled of the superstructure 1 set alternately blocks 10 of the main beam of the second part 18 of the new superstructure 12 and combine the blocks 10 and install orthotropic plate 13 and road equip clothes 14. 10. Combine first 11 and second part 18 of the new superstructure 12, equip pavement 14. In this way the reconstruction of the bridge proposed to abandon the rigging supports and dismantling of the transom and use a more efficient process of broadening crossbars supports (the Invention of the Russian Federation No. 2205914): and produce the elongation of the beams by increasing the consoles crossbars, where for the formation of additional cantilever elements carry out the drilling in the head portion of each of the existing supports in relation to its longitudinal axis, at least one through channel and blind holes in the head part and the body of the existing towers, and then secured in the through-channel aligned with them on one or both sides of each hollow support canadaontario, the protruding portion which is formed with a length corresponding to the length of the formed additional cantilever elements, followed by sealing in all the blind holes of the ends of the reinforcement bars, reinforcement bars then bind m�waiting for an additional armature cores in a single frame additional cantilever elements then to the hollow canadaontario mounted anchor device and produce the formation of additional cantilever elements by embedding in concrete in the formwork created frame with hollow kanaloobrazuyuschego devices and after appropriate exposure of the concrete in canadaontario through anchor device having high strength rebar, then carry her tension with subsequent injection through channel hardening material. The use of this technology broadening beams significantly reduces the time, labor costs. Diamond cutting, which proposed to use in this way, a fast, convenient and secure way. This method produced accurate cutting (drilling), even in remote places and at an angle, without external and internal damage with minimum expenditure of time, in the absence of vibrations, noise and dust. Natural rock or concrete, using the traditional methods of cutting destroyed fragile due to crack growth. Any impact force on the rock or concrete causes the appearance of stretch stress that generates and detects defects, and ultimately may lead to the nucleation of cracks and further destruction of rock or concrete. The proposed rational technological method for cutting (drilling) Almaz�mi discs (drills etc.) cutting diamond wire ensures the preservation of the strength of the array, improving performance with minimum power consumption and safety of operations. Install battery jacks for lateral shifting of the superstructure as possible, which will be moving, and with the other hand. This allows you to choose a more convenient place to install the jacks and not to make additional extensions or adaptations. The dismantling of the superstructure also be produced with the use of diamond cutting that significantly improve the productivity and safety of operations with minimum energy consumption. All the above testifies to the solution of the problem, namely the reconstruction of the superstructure with minimal complexity of operations in the shortest possible time and ensuring the possibility of operation of the bridge during the reconstruction. Industrial applicability is that the implementation of the proposed method using known equipment used in various fields and does not require additional fabrication and refinement. List of entries: 1. The existing superstructure 2. The widened beams 3. Support 4. The bottom chord of the existing span�about structure 5. Rollers 6. Jacks 7. Fencing 8. Transport 9. Exempt portion supports 10. Block 11. The first part of the new superstructure 12. New superstructure 13. Orthotropic plate 14. Road apparel 15. The console 16. Concrete slabs 17. Beams 18. The second part of the new superstructure 19. Concrete slab of the new superstructure 1. Method lateral shifting of the superstructure of the bridge on the widened beams, including: the lifting of the superstructure, lowering the superstructure, installation of jacks and the relocation of the superstructure, 2. Method lateral shifting of the superstructure of the bridge widened on the bolt according to claim 1, characterized in that the dismantling of the superstructure takes place in several stages: first, disassemble the console, then cut and dismantle concrete slab, then dismantle separately for each beam.
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