WO2018196928A1 - Procédé pour ériger des ouvrages d'art, ouvrage d'art et dispositif de pose - Google Patents

Procédé pour ériger des ouvrages d'art, ouvrage d'art et dispositif de pose Download PDF

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Publication number
WO2018196928A1
WO2018196928A1 PCT/DE2018/100409 DE2018100409W WO2018196928A1 WO 2018196928 A1 WO2018196928 A1 WO 2018196928A1 DE 2018100409 W DE2018100409 W DE 2018100409W WO 2018196928 A1 WO2018196928 A1 WO 2018196928A1
Authority
WO
WIPO (PCT)
Prior art keywords
laying
carriage
bridge
elements
guide means
Prior art date
Application number
PCT/DE2018/100409
Other languages
German (de)
English (en)
Inventor
David Mann
Original Assignee
David Mann
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 David Mann filed Critical David Mann
Priority to EP18732640.0A priority Critical patent/EP3615734A1/fr
Priority to DE112018002201.3T priority patent/DE112018002201A5/de
Priority to EA201992564A priority patent/EA201992564A1/ru
Priority to CN201880043020.3A priority patent/CN110799706B/zh
Publication of WO2018196928A1 publication Critical patent/WO2018196928A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E01D21/06—Methods or apparatus specially adapted for erecting or assembling bridges by translational movement of the bridge or bridge sections

Definitions

  • the present invention relates to a method for the construction of structures, and in particular of bridge-like structures or bridges, with a substructure and a superstructure having at least one installation element, in which a laying carriage loaded with at least one laying element along a guide device in a Ve rlegeposition shifted and the laying elements placed on a designated mounting position. Furthermore, the present invention relates to a building, and in particular a bridge-like structure or bridge, with a substructure and a superstructure, which has at least one arranged in a mounting position laying element in which a movable laying slide along a guide means to respective laying positions. Moreover, the present invention relates to a laying device with a laying carriage, which is displaceable along a guide device and can be loaded with at least one laying element.
  • DE 1 00 46 681 A1 discloses a method and apparatus for the production of bridge superstructures, wherein individual bridge panels made of the length of a bridge field off the mounting parts, in the longitudinal direction over already laid bridge panels to a field to be bridged, at attached to a laying device and moved from this in the laying position and lowered.
  • the object of the present invention to provide a method for faster and more cost-effective construction of structures, a fast and inexpensive to erect building and a laying device for faster and less expensive construction of buildings.
  • This object is achieved by the method having the features of claim 1, by the building with the features of claim 8 and by the laying apparatus having the features of claim 14.
  • Preferred embodiments are subject of the dependent claims.
  • the guide means in the horizontal and / or vertical direction spaced from mounting positions of the laying elements at the base of a building, and in particular a bridge-like structure or a bridge, provided or arranged.
  • the laying elements are bridge boards and the mounting positions are fields for bridge boards.
  • the superstructure of the structure may have a cross-section of the shape of a solid plate, a slatted beam, a box girder or a trough and also a cross section of the laying elements may have one of these forms.
  • the substructure is provided for at least one guide device spaced apart in horizontal or vertical direction from the installation position of the laying element for a laying carriage movable along the guide means or at least a part thereof Guidance device formed. As a result, a spatial separation between the superstructure of the structure and the guide device is initially achieved.
  • the guide device and the mounting positions of the laying elements of a on the other hand in the horizontal direction or juxtaposed without overlapping in the vertical direction, although the guide means and the mounting positions may be arranged vertically at different heights.
  • the guide means and the mounting positions of the laying elements can be offset in the vertical direction or arranged at different heights or levels, wherein the guide means and the mounting positions in the horizontal direction can also be offset from each other.
  • This spatial separation between the superstructure of the structure and the guide device requires a functional separation or separation of functions between the guide device and the guided by this laying carriages on the one hand and already laid laying elements or drivable and / or walkable tracks on the other hand, formed by one or more juxtaposed laying elements become.
  • the laying carriage of already laid and mounted laying elements can be moved independently, without having to take this consideration.
  • the present invention has the further advantage that maintenance or replacement of laying elements or parts or subsections of the superstructure or of the superstructure formed by laying elements or tracks of superstructure in completed buildings, and in particular in bridge-like structures or bridges, is possible without a full blockage of the structure would be necessary.
  • the laying sled can be transferred into any laying position at any time since it can be displaced without impairing already installed laying elements or webs or lanes formed by laying elements.
  • suitable web diverting elements for the diversion of vehicles or persons can be placed around one or more to be serviced or exchanged or missing laying elements.
  • the laying element loaded on it is set down from the laying carriage to the mounting position provided for this laying element.
  • the laying element loaded on the laying carriage is adjacent to the mounting position provided for this laying element or, in comparison with all or with respect to all mounting positions for laying elements, when the laying carriage is in the laying position for depositing this laying element.
  • the laying element can be connected to the substructure and / or with adjacent laying elements.
  • the laying carriage can be loaded with only one laying element at a time or it can be loaded with several laying elements at the same time. Furthermore, the loading of the laying slat can be carried out with laying elements for several or all laying elements in a substantially fixed loading position of the laying sled. From this loading position of the loaded with one or more laying elements laying carriage is then or successively moved or moved or moved in the respective laying positions for discontinuing respective laying elements.
  • mounting positions for laying elements are preferably offset from the laying element at least in the horizontal direction, or laying elements loaded on the laying slats pass during the sliding of the laying slats offset mounting positions for laying elements at least in the horizontal direction. It is irrelevant whether these mounting positions occupied with laying elements or unoccupied or free.
  • the laying carriage in this embodiment of the invention does not move above or below the mounting positions for the laying elements and thus possibly already installed laying elements or erected sections during the construction of the building or during the bridge construction the web but rather offset in a horizontal direction next to the mounting positions and next to already established sections of the web.
  • the substructure may be easily formed with respective shelves provided adjacent to the mounting positions on which a guide means or a laying apparatus having the guide means can be arranged.
  • the guiding device as well as the laying device as a whole can be at least partially or completely structurally integrated in the building or bridge or belong to the building or to the bridge or be part of the building or the bridge.
  • the guide device is provided with at least one recess in the substructure and / or with at least one rail element and / or with at least one support frame and / or with at least one rotation and / or with at least one tongue-like projection and in the building according to the invention or bridge according to the invention, the guide device has at least one recess in the substructure and / or at least one rail element and / or at least one support frame and / or at least one Anti-rotation and / or at least one tongue-like projection. Rail elements and tongue-like projections preferably extend in the longitudinal direction of the structure or bridge.
  • the support frame may be continuous and extend over a plurality of bridge piers, but it may also consist of a set of several non-contiguous scaffolding parts, each of which is arranged on a respective bridge pier.
  • the rotation lock can in particular prevent a twisting of the laying slats about its longitudinal axis or about a longitudinal axis parallel to the guide device. Without an anti-rotation lock, twisting of the laying slit may occur, for example, during the lining of the laying slat with the laying element or during the settling of the laying element due to a torque caused by the hanging laying element on the laying sled.
  • end sections of laying carriages of tongue-like projections can be advantageously supported, in order largely to prevent their free floating during the displacement of the laying carriages.
  • the recess and rail element can have any desired cross-sectional shapes, such as, for example, a rectangular, square, triangular, trapezoidal or a T-shaped or a U-shaped cross section.
  • pillars or bridge pillars of the structure according to the invention or the bridge according to the invention may have a V-shaped or dovetail-shaped upper end portion, through which a triangular recess is formed which forms part of the guide means.
  • guide devices are possible in which rail elements are arranged at least in sections within recesses.
  • bridge piers may have substantially identically formed and aligned recesses and be otherwise unconnected with each other except the superstructure of the structure or bridge.
  • the laying slide may be elongated and have a length which is at least twice the greatest distance between two bridge pillars in order to ensure that the lay-up pouring at any time in recesses of at least two adjacent or immediately successive bridge pier intervenes and is supported by these and can not fall down from the bridge piers.
  • at least one rail formed by at least one rail element can extend both through recesses of one or more bridge piers or the bridge piers can connectively extend between the bridge piers. Since in such cases the laying carriage is also supported between the bridge piers by the rail, the laying carriage may be of a smaller length than the largest distance between two bridge piers.
  • laying device not only laying elements of the superstructure of the structure or the bridge are transportable, but basically any bridge components including the bridge abutments but also caissons, which serve as the foundation of the structure or the bridge in waters and are provided for sinking under the water surface to be transported.
  • a preferred embodiment of the method according to the invention is that the laying carriage loaded with at least one bridge pier or pier section of the substructure, moved along the guide device to a Absetzposition for the bridge pier or the bridge pier segment or the caisson and the bridge pier or bridge pier segment or the caisson is deposited on a supporting the structure or the bridge surface.
  • elongated bridge piers loaded on the laying carriages may assume a lying position in which their longitudinal axis is horizontally aligned and then rotated to settle into an upright position in which their longitudinal axis is vertically aligned and then discontinued.
  • structures or bridges with any number of passable and / or walkable tracks or carriageways can be built or constructed using the method according to the invention.
  • a structure or bridge may have only one such track.
  • structures or bridges with several juxtaposed webs can be arranged on a single side of the guide device in the direction of looking at a cross section of the structure or the bridge all tracks o- the plurality of webs may be distributed on two sides of the guide device.
  • the guide device can be arranged next to the entirety of several or all tracks or between the multiple tracks.
  • the structure or the bridge is constructed symmetrically, with the same number of paths being provided on both sides of the guide device. Therefore, a method is preferred in which laying elements are placed on respective mounting positions on both sides of the guide device, whereby at least one walk-on and / or passable track is formed on both sides of the guide device.
  • a building or a bridge is preferred, which has on both sides of the guide means arranged on respective mounting positions laying elements which form on both sides of the guide means in each case at least one walk-in and / or passable path.
  • the laying carriage is loaded with tubular laying elements and tubular laying elements are placed on mounting positions, whereby at least one tube track is formed.
  • a preferred structure or bridge has at least one tubular track formed from tubular laying elements.
  • a building or a bridge can also have two or more tubular ducts formed from tubular laying elements, which can extend substantially parallel to one another along the building or the bridge.
  • Such tube sheets are used in particular for the rapid transport of goods and people. If a vacuum or a sufficient negative pressure is generated in the interior of such a tube path, capsules for passengers and freight containers can be accelerated to speeds of up to several hundred kilometers per hour in the tube paths.
  • the capsules are advantageously held in suspension by means of an electromagnetic levitation system. Consequently, in the structure or the bridge, the tube path is preferably negative pressure and / or out forms with an electromagnetic levitation system for within the tube path to be transported capsules out.
  • a prominent example of such a high-speed transport system is the transport concept known as Hyperloop.
  • the laying carriage can basically be made arbitrarily, for reasons of simplicity and weight saving, a laying carriage designed as an elongated lattice construction is preferred.
  • the laying carriage has a hollow interior. This can extend through the entire installation slide.
  • Laying carriages designed in particular as elongate grid construction can have a cavity extending essentially through the entire length of the grid construction. Such cavities are primarily suitable for space-saving storage of tools, implements or other equipment.
  • the laying carriage preferably has at least one crane device and / or at least one lifting device.
  • a crane device or lifting device is advantageous, in particular, for lifting, holding and depositing the laying element and / or bridge pillars and / or bridge piercer elements and / or caisson boxes.
  • the laying carriage may also have at least one displacement system or displacement system for displacing or shifting loads. Unlike the crane device, the displacement or displacement can be done without lifting or changing the height of the loads. Furthermore, the laying carriage has at least one rotatable or movable end section. By means of such a rotatable or movable end portion, for example, bridge piers can be held in a lying position on the laying carriage and transported with this, after reaching the Absetzposition by the laying carriage by means of rotating or moving the end portion of which the bridge pier is held, rotated in a vertical position or tilted and then discontinued at the intended location for the bridge pier.
  • a rotatable or movable end portion for example, bridge piers can be held in a lying position on the laying carriage and transported with this, after reaching the Absetzposition by the laying carriage by means of rotating or moving the end portion of which the bridge pier is held, rotated in a vertical position or tilted and then discontinued at the intended location for the bridge pier
  • a laying device in which the laying carriage has at least one folding support movable between a folded-in and a folded-out position. If a longer end portion of the laying slats protrudes from the guide means or a bridge pier, without being assisted, the folding support can be transferred from the folded position to the unfolded position to support the projecting end portion.
  • the laying device preferably has a cable drive and / or rollers and / or wheels for moving the laying slit on.
  • This rope drive can be part of the laying sledge or belong to the laying sled. Such rope drives are characterized by their robust and cost-effective design.
  • a pawl with which a drive carriage of the cable drive or of the installation slides is fixed overall in a desired position, such as, for example, the laying position, is advantageous. that can.
  • rollers or wheels can be part of the laying sled.
  • FIG. 1 a shows a cross section through a bridge with a laying device
  • Figure 1 b a spatial representation of the bridge and the laying device
  • Figure 2 is a spatial representation of the bridge;
  • FIG. 3 shows a cross section through an upper end section of a bridge pier and a further laying device
  • FIG. 5 shows a bridge and a laying carriage with a pivotable end section
  • Figure 6 is a bridge with redirected roadway; Figure 7 different phases when unfolding a folding support and
  • Figure 8 shows different states of a laying slats with parallel
  • Figure 1 1 a is a front view of the bridge and the laying device of
  • FIG. 1; Figure 1 1 b) is a front view of a bridge and a roadway spanning laying carriages;
  • Figure 1 1 c) is a front view of a bridge and a two lanes spanning laying carriages
  • FIG. 12a a bridge pier in various views, a bridge and a laying carriage with lifting device
  • FIG. 12b shows a detailed view of the bridge from FIG. 1 2a);
  • Figure 14 shows another building with a tube track in different
  • Figure 1 5 another building with a tube track.
  • FIGS. 1 a) -c A bridge 1, greatly simplified for reasons of clarity, and a laying device 2 are shown in FIGS. 1 a) -c).
  • FIG. 1 a) shows a cross section through the bridge 1 and the laying device 2
  • FIG. 1 b) is a three-dimensional representation of the bridge 1 and the laying device 2.
  • FIG. 1 c) is a laying carriage 3 of the laying device 2 to see in a spatial representation.
  • the bridge 1 has a substructure with a plurality of bridge pillars 4 arranged in a row and a superstructure which is formed by a plurality of plate elements or bridge panels or laying elements 5. All bridge pillars 4 are substantially Y-shaped with a resting on a substrate 6 and supported by this vertical pillar 7, at its upper, facing away from the base 6 end two upwards towards diverging legs 8 and 9 with respective horizontal storage sections 1 0 connect. As a result, the bridge piers 4 are formed with respective upwardly open end sections 1 1 with V-shaped or dovetail-shaped diverging legs 8 and 9, which have a substantially triangular or V-shaped recess 1 2.
  • a first leg 8 left of the recess 1 2 and a second leg 9 is located to the right of the recess 1 2.
  • the bridge pillars are arranged in a row that all recesses 1 2 of all bridge piers are aligned with each other.
  • the totality of all aligned recesses 1 2 arranged in rows bridge pier 7 forms a guide device 1 3 for the installation carriage 3, as will be explained in more detail below.
  • the laying elements 5 of the superstructure of the bridge 1 are placed on both sides of the recesses 1 2 on the storage sections 1 0 of the bridge pier 4 and connected thereto, each laying element 5 being given a specific mounting position.
  • the laying elements 5 are elongated, plate-like components whose length is slightly greater than the distance or the inside width between each two adjacent bridge pillars 4.
  • Each connected in its mounting position with the base installation element 5 bridges one of these distances and lies with its opposite end portions either on storage sections 1 0 respective first leg 8 of two adjacent bridge pier 4, so that it is in the figure 1 to the left of the recess 1 2, or it lies on storage sections 1 0 respective second leg 9 of two adjacent Bridge pier 4 and is located in the figure 1 right of the recess 1 2.
  • a walkable and / or passable path or first lane 14 is formed and right of the recesses 1 2 is accordingly a be walkable and / or passable track or second lane 1 5 formed.
  • the laying carriage 3 has a base body or a grid construction, in which three elongated truss main beams 1 6 parallel to each other. are arranged in such a way that in the cross section of the laying slat 3, the truss main carrier 1 6 are located at corners of a triangle.
  • the truss main girders 1 6 may be in particular pipes or rods that may be made of metal.
  • a plurality of inter-truss main beams 1 6 located cross-struts 1 7 connects two of the truss main carrier 1 6 each other.
  • the laying carriage 3 in the present case has two lifting or crane devices 18 mounted on an upper side of the grid construction.
  • the grid construction of the laying slit 3 is accommodated movably or displaceably in recesses 1 2 of two bridge piers 4, the side of the grid construction facing away from the bridge piers 4 with the crane devices 1 8.
  • this is now given as a result of the aligned successively rowed recesses 12 in the upper end portions 1 1 of the bridge pier 4 a linear path, which can follow the laying carriage 3 in two opposite directions.
  • the entirety of the aligned recesses 1 2 acts as already mentioned above as a guide device 1 3 for the sliding installation slide 3.
  • the total length of the laying slit 3 and the grid construction is at least or more than twice the largest distance between two bridge piers 4th
  • the bridge 1 can be erected or constructed in a comparatively short time, since laying elements 5 can be quickly transported to their respective intended mounting positions.
  • the unloaded laying carriage 3 is brought into a loading position.
  • the crane devices 1 8 a to be laid laying element 5 is loaded or loaded on the mounting carriage 3.
  • the loaded laying carriage 3 is displaced to a laying position, wherein it is guided by the guide device 1 3 or by the successive aligned recesses 12.
  • the laying element 1 9 loaded thereon passes mounting positions for laying elements 5 on which laying elements 5 can already be laid, as shown in FIG. 1 b), of which some or even all are unoccupied, ie free from laying elements 5 can.
  • the occupied or free mounting positions of the laying carriage 3 and the laying carriage 3 loaded on the laying element 1 9 offset in the horizontal direction happens because the predetermined by the guide device 1 3 way for the laying carriage 3 between the both sides of the guide device 1 third extending assembly positions extends.
  • the loaded laying element 1 9 may be different than shown in Figure 1 with respect to the mounting positions or the laid laying elements 5 at a different vertical height. In the latter case, the loaded laying element 1 9 and the mounting positions or the laid laying elements 5 may also partially overlap in the vertical direction.
  • the laying position is that position of the laying slide 3, which occupies the same for settling the loaded laying element 1 9 on the intended for this laying element 1 9 mounting position.
  • the loaded laying element 19 is usually adjacent or closest to its intended mounting position prior to its setting.
  • the laying element 1 9 loaded thereon is lifted off the laying carriage 3 by the crane device 18 and set down on the intended mounting position for the laying element 19. Finally, the remote laying element 1 9 is connected to the respective, the laying element 1 9 supporting bridge piers 4 and supporting storage sections 1 0.
  • lower rollers 23 of the laying device 20 are arranged on the first leg 8 and the second leg 9, on each of which one of the lower truss main supports 22 rests.
  • 9 are arranged on the storage sections 1 0 of the first leg 8 and the second leg upwardly extending angle elements 24 of the laying device 20 to the recess 1 2 out angled legs 25.
  • On one of the recess 1 2 side facing the legs 25 are upper rollers 26 of the laying device provided device 20, which abut against respective upper half-timbered main beams 22.
  • the angle elements 24 act as anti-rotation for the installation carriage 21, which prevent rotation of the laying slat 21 about its longitudinal axis. The risk of twisting exists in particular during loading and setting of laying elements 5 on and from the laying slump 21, when crane devices 1 8 laterally offset loads exert a corresponding torque on the laying sledges 21.
  • axles of the lower rollers 23 are supported on a through the recess 1 2 extending transverse strut 27 of the laying device 20.
  • the installation carriage 21 has a drive carriage 28 arranged between the lower truss main supports 22 into which a pawl 29 with a U-shaped end section, which is detachably engaged with the transverse strut 27 and can be seen in the side view in FIG. 4c), is inserted.
  • the pawl 29 serves as a locking means with which the laying carriage 21 as shown in Figure 3 can be fixed at certain positions such as the loading position or the laying position. In this way, an unwanted movement of the laying slat 21 during loading and unloading can be prevented.
  • the pawl 29 can also be used for locomotion of the laying carriage 21, if the laying carriage 21 has a suitable drive or a suitable drive means.
  • FIG. 4a) shows the cable drive 30 without the installation carriage 21 in plan view
  • FIG. 4b) shows the cable drive 30 together with the installation carriage 21.
  • the cable drive 30 has substantially two connected to the grid construction of the laying slit 21, rotatable rollers 31, a guided around the rollers 31 and from this deflected, tensioned cable 32, which is a closed loop or endless loop, and the above mentioned in connection with the figure 3 drive carriage 28 which is connected to the cable 32 or connectable.
  • the drive carriage has a pawl guide 33 configured as a rectangular through-hole for the pawl 29 mentioned above.
  • rollers 31 If the rollers 31 are rotated while the pawl 29 is released from the transverse strut 27, so they move the rope 32 and thus also connected to this drive carriage 28. Depending on the direction of rotation of the rollers 31, the rope 32 is a certain direction of rotation and the rope 32nd the driving carriage 28 imprinted a certain direction. However, if the connected to the grid structure of the laying carriage 21 rollers 31 are rotated while the pawl 29 with the cross member 27 is engaged, the position of the drive carriage 28 remains unchanged and it is the Gitterkonstru tion of the mounting slide 21 is moved. For this purpose, the pawl 29 is inserted through the pawl guide 33 and its U-shaped end portion is seen in the figure 4c) is brought into engagement with the cross member 27.
  • the drive carriage 28 By moving the grid construction of the laying slat 21, the pawl 29 released from the transverse strut 27, the drive carriage 28 by corresponding rotation of the rollers 31 to a subsequent cross member 27, for example, an adjacent bridge pier 4, moves, and the pawl 29 is engaged with this , It is possible to move the laying carriage 21 gradually along the guide device 1 3 of bridge pier 4 to bridge pier 4. If the laying carriage 21 has reached a desired position, the rotation of the rollers 31 is stopped and the laying carriage 21 is shown as already described above and in a spatial representation as in FIG. 4c) in the lateral cross section and in FIG. 4d) by means of the pawl 29 at this position fixed.
  • FIG. 5 shows a laying slide 34 which has a movable or has hinged or rotatable end portion 35. At this movable end portion 35, a bridge pier 36 is held. During the shifting of the laying carriage 34, the end section 35 is folded in, as a result of which the bridge pier 36 assumes a horizontal position and can be easily transported. When the laying carriage 34 has assumed a position suitable for depositing the bridge pier 36, the end portion 35 is turned or folded as shown in FIG. 5 until the bridge pier 36 assumes a vertical position and is now not closer to one in FIG shown device can be discontinued.
  • FIG. 6 shows a situation in which a damaged laying element 5 belonging to the second roadway 1 5 has been removed from the bridge 1 for repair purposes and its mounting position is now unoccupied and the second roadway is interrupted at this point. So that the remaining parts of the second lane 1 5 can still be used, was with the laying carriage 3 a loaded or loaded thereon and connected to this Bahnumtechnischselement 37 for redirecting vehicles or people around the free mounting position around positioned so that they remain the remaining parts the second lane 1 5 connects.
  • FIG. 7 shows a laying carriage 38 with a folding support 39 and a rotatable rotary head 40, on which a caisson 41 is held, in various stages of depositing the caisson 41, both in side view and in front view.
  • the turret 40 exhibiting end portion of the mounting plate 38 from the Guide device 1 3, wherein the folding support 39 assumes a voltage applied to the lattice construction of the laying carriage 38 folded state.
  • the folding support begins to fold out in situation 2 of FIG. 7 until it assumes the unfolded state shown in situation 3 of FIG. 7, in which it supports the projecting end section vertically aligned.
  • situation 4 of FIG. 7 the rotary head 40 is rotated with the caisson 41 held on an upper side of the rotary head 40 facing away from the ground until the same as in situation 5 of FIG. 7 faces the ground or the water is.
  • the caisson is lowered by means not shown in FIG. 7 for reasons of clarity and per se known device, such as a winch, and deposited as in the situation 6 of Figure 7 on the bottom of the water.
  • a laying carriage 42 with a provided between turret 40 and grid construction parallel joint 43 is shown in Figure 8 for different states Z0 to Z4.
  • state Z0 the parallel joint 43 is collapsed, grid construction and rotary head 40 are arranged along a line.
  • the caisson 41 is held on an upper side of the rotary head 40.
  • the parallel joint 43 begins to fold out in state Z1, whereby the rotary head 40 is lowered without, however, changing its spatial orientation until, in the state Z2, the rotary head 40 and the caisson 41 are at a lower level than the grid construction.
  • the rotary head 40 is rotated in the state Z3.
  • the state Z4 is reached, in which the caisson 41 faces the water and can now be discontinued as described above. In contrast to FIG. 7, however, the caisson 41 can now be lowered from a smaller height.
  • the laying carriage 42 is to be seen during the settling of the caisson 41 in a spatial representation.
  • the rotary head 40 is equipped for this purpose with a corresponding extendable and retractable joint in the manner of a Nuremberg scissors 44.
  • the rotary head 40 may alternatively be provided with a cable.
  • the laying carriage 42 in FIG. 10 is equipped with a crane device 18, as described above in connection with FIGS. 1 a) and b), which is arranged directly behind the rotary head 40.
  • the laying carriage 42 can not only be loaded with a caisson 41 held on the turret 40, but moreover can be loaded with various bridge pier segments, such as segments of the main pier 7, a first leg 8 and a second leg 9. These bridge pillar segments are loaded one after the other onto the laying carriage 42 in a direction away from the rotary head 40 in the order of their subsequent assembly, and are transported by the laying carriage 42 when it is displaced. After discontinuing the caisson 41, the laying carriage 42 is brought into the state Z0 shown in FIG. 8a).
  • FIG. 1 a) shows the bridge 1 described above in connection with FIGS. 1 a) to c) with the first roadway 14 and the second roadway 1 5.
  • the laying carriage 3 is interposed between the two roadways 14 and 15 by means of the these lanes 1 4 and 1 5 formed recess 1 2, which forms the guide device 1 3 together with other such recesses, out.
  • Laying elements 5 transported by the laying carriage 3 can pass laid laying elements 5 or occupied or unoccupied mounting positions offset in the horizontal direction, or they can move directly above the mounting positions during transport.
  • the bridge 45 of Figure 1 1 b three lanes 1 4, 1 5 and 46, of which the lane 46 is a middle lane and between the first lane 14 and the second lane 1 5, the two outer Roadways, is arranged.
  • Both between the first lane 14 and the middle lane 46 and between the middle lane 46 and the second lane 1 5 recesses 47 are formed in the base of the bridge 45.
  • a middle carriageway 46 spanning laying carriage 48 is guided.
  • Laying elements transported by the laying carriage 42 are moved above the middle carriageway 46 and thus above installation positions for laying elements of the middle carriageway 46, but offset in the horizontal direction relative mounting positions for laying elements of the first carriageway 14 and the second carriageway 15.
  • FIG. 11 c a bridge 49 can be seen which, like the bridge 1 of FIG. 11a, has only two lanes 14 and 15. Both roadways 14 and 15 are spanned by a laying carriage 50, to the guidance of which corresponding recesses are formed on both sides of a roadway pair consisting of the two driving lanes 14 and 15 in the substructure of the bridge 49. Laying elements transported by means of the laying slit 50 can be moved above the first roadway 14 or above the second roadway 1 5 or between the two roadways 14 and 15. In the latter case, mounting positions for laying elements for the two lanes 14 and 1 5 offset from the laying elements in the horizontal direction happens.
  • FIG. 1 shows 2a) a bridge 51 with bridge piers 52, the guide means 53 closed recesses or openings in the bridge pier 52 or openings through the bridge pier 52 has.
  • the guides of the guide device 53 essentially have the shape of a triangle standing on the top with rounded corners and an arched base side.
  • a laying carriage 54 is displaceable through the openings of the guide device 53, with which laying elements 55, as described above, can be transported to predetermined mounting positions.
  • the bridge piers 52 have two opposite first portions 56 of greater thickness and between them a second portion 57 of smaller thickness.
  • a clear dimension between opposing first portions 56 of two adjacent bridge abutments 52 is less than a light measure between opposing second portions 57 of the same bridge abutments 52.
  • FIG. 13 as a further example of a building according to the invention, a part of a hyperloop 59 with bridge pillars in the form of support pillars 60 is shown in FIG. those views shown, the superstructure is formed by a plurality of tubular laying elements 61.
  • the interconnected laying elements 61 form a tube track, inside which, for example, a negative pressure for the rapid transport of passenger or transport capsules can be generated.
  • the support pillars 60 of the hyperloop 59 are substantially Y-shaped with a substantially triangular or V-shaped recess 62.
  • the totality of all aligned recesses 62 forms the arranged carrier beam 60 a guide means 63 for a laying carriage 64. With this laying slide 64, the tubular laying elements 61 can be transported in the manner described above to the intended mounting positions and settle on this.
  • FIG. 14 An embodiment of a hyperloop 65 with support pillars 66, which instead of recesses substantially straight receiving surfaces 67 between mounting positions for tubular laying elements 68 has, however, is shown in Figure 14.
  • a guiding device not shown in FIG. 14, for guiding at least one laying slat also not shown in FIG. 14 can be arranged.
  • the rails of the guide means extending, connecting the support posts 66 together, between the mounting positions for the laying elements 68, or in other words in a horizontal direction spaced from the mounting positions of the laying elements 68.
  • the laying elements 68 can now be transported to their respective mounting positions and deposited thereon with the laying carriages movable along these rails.
  • FIG. 15 also shows a hyperloop 69 with tubular laying elements 71 arranged on support pillars 70. Similar to the bridge 51 shown in FIGS. 1 a) and 1 b 2), the support posts 70 have closed recesses 72, which are each part of a guide device for a laying carriage 73 for transporting the laying elements 71. As can be seen in FIG. 15, the laying elements 71 are arranged at mounting positions which are vertically spaced from the recesses 72 and thus from those points at which the guiding device for the laying carriage 73 is provided on the substructure. The laying carriage 73 is moved to rollers or wheels (not shown in FIG. 11) for reasons of clarity.
  • the support pillars 70 In order to facilitate the shifting of the laying slab 73 between the support pillars 70, the support pillars 70 have two tongue-like projections 74, which respectively project on opposite sides of the support pillars 70 from lower ends of the recesses 72. During the displacement of the laying slab 73, the latter can rest on these projections 74 during the transition from one support pillar 70 to the respectively adjacent support pillar 70, even before it enters the respective recess 72 of the support pillar 70.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

L'invention concerne un procédé pour ériger des ouvrages d'art (1, 45, 49, 51, 59, 65, 69), notamment de type pont, comprenant une infrastructure et une superstructure qui possède au moins un élément de pose (5, 19, 55, 61, 68, 71). Selon l'invention, un dispositif de guidage (13, 53, 63) pour un chariot de pose (3, 21, 34, 38, 42, 48, 50, 54, 64, 73) mobile se trouve sur l'infrastructure, espacé dans la direction horizontale et/ou verticale des positions de montage des éléments de pose (5, 19, 55, 61, 68, 71). Un ouvrage d'art (1, 45, 49, 51, 59, 65, 69) possède en conséquence une infrastructure qui est configurée pour accueillir au moins un dispositif de guidage (13, 53, 63) pour un chariot de pose (3, 21, 34, 38, 42, 48, 50, 54, 64, 73) mobile espacé dans la direction horizontale et/ou verticale des positions de montage des éléments de pose (5, 55, 61, 68, 71) ou qui est configurée avec au moins une partie d'un tel dispositif de guidage. La disposition décalée du dispositif de guidage (13, 53, 63) par rapport aux positions de montage permet d'obtenir une séparation fonctionnelle entre le dispositif de guidage (13, 53, 63) et les éléments de pose (5, 55, 61, 68, 71) déjà posés.
PCT/DE2018/100409 2017-04-28 2018-04-26 Procédé pour ériger des ouvrages d'art, ouvrage d'art et dispositif de pose WO2018196928A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
EP18732640.0A EP3615734A1 (fr) 2017-04-28 2018-04-26 Procédé pour ériger des ouvrages d'art, ouvrage d'art et dispositif de pose
DE112018002201.3T DE112018002201A5 (de) 2017-04-28 2018-04-26 Verfahren zur errichtung von bauwerken, bauwerk und verlegevorrichtung
EA201992564A EA201992564A1 (ru) 2017-04-28 2018-04-26 Способ возведения строительных сооружений, строительное сооружение и укладочная установка
CN201880043020.3A CN110799706B (zh) 2017-04-28 2018-04-26 用于建造建筑物的方法、建筑物和铺设装置

Applications Claiming Priority (2)

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DE102017109275.7 2017-04-28
DE102017109275.7A DE102017109275A1 (de) 2017-04-28 2017-04-28 Verfahren zur Errichtung von Brücken, Brücke und Verlegevorrichtung

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WO2018196928A1 true WO2018196928A1 (fr) 2018-11-01

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CN (1) CN110799706B (fr)
DE (2) DE102017109275A1 (fr)
EA (1) EA201992564A1 (fr)
WO (1) WO2018196928A1 (fr)

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WO2023161682A1 (fr) * 2022-02-28 2023-08-31 Arcelormittal Procédé pour ériger une structure de transport
WO2023161684A1 (fr) * 2022-02-28 2023-08-31 Arcelormittal Procédé pour ériger une structure de transport
WO2023161683A1 (fr) * 2022-02-28 2023-08-31 Arcelormittal Procédé pour ériger une structure de transport
WO2023161678A1 (fr) * 2022-02-28 2023-08-31 Arcelormittal Procédé pour ériger une structure de transport

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CN114481837A (zh) * 2021-12-23 2022-05-13 河南钰源智能装备有限公司 一种无配重过孔的架桥机
CN114560244A (zh) * 2022-02-09 2022-05-31 中铁四局集团第五工程有限公司 一种防撞墙施工用轨道式搬运装置及防撞墙安装方法

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DE2704033A1 (de) * 1977-02-01 1978-08-03 Beton & Monierbau Ag Vorrichtung zur herstellung von mehrfeldrigen spannbetonbruecken aus fertigteilen im abschnittsweisen freivorbau
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WO2023161682A1 (fr) * 2022-02-28 2023-08-31 Arcelormittal Procédé pour ériger une structure de transport
WO2023161684A1 (fr) * 2022-02-28 2023-08-31 Arcelormittal Procédé pour ériger une structure de transport
WO2023161683A1 (fr) * 2022-02-28 2023-08-31 Arcelormittal Procédé pour ériger une structure de transport
WO2023161678A1 (fr) * 2022-02-28 2023-08-31 Arcelormittal Procédé pour ériger une structure de transport

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CN110799706B (zh) 2022-06-24
DE102017109275A1 (de) 2018-10-31
CN110799706A (zh) 2020-02-14
EP3615734A1 (fr) 2020-03-04
DE112018002201A5 (de) 2020-01-09
EA201992564A1 (ru) 2020-05-12

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