CN212357995U - Movable type section-assembled box girder transverse steel bundle tensioning working platform - Google Patents
Movable type section-assembled box girder transverse steel bundle tensioning working platform Download PDFInfo
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- CN212357995U CN212357995U CN201922145917.1U CN201922145917U CN212357995U CN 212357995 U CN212357995 U CN 212357995U CN 201922145917 U CN201922145917 U CN 201922145917U CN 212357995 U CN212357995 U CN 212357995U
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Abstract
The utility model discloses a horizontal steel bundle stretch-draw work platform of box girder is assembled to portable festival section, it comprises major structure, balancing weight, safety protection network, additional structure, walking wheel, guide rail and walking wheel stop device, and major structure includes three horizontal plane truss unit, four facade truss units, down tube and horizontal pole. After the above parts are assembled, constructors and equipment enter the working platform to perform horizontal steel bundle tensioning operation. And after the platform range operation is completed, the working platform is moved to the next working point along the guide rail arranged longitudinally of the bridge for continuous operation. The utility model discloses can save the time that original support was repeated to erect, effectively improve the efficiency of construction, greatly improve horizontal steel bundle stretch-draw operation security to horizontal steel bundle stretch-draw speed is slow, inefficiency, security subalternation problem among the prior art has been solved.
Description
Technical Field
The utility model belongs to the technical field of the bridge construction technique and specifically relates to a horizontal steel bundle stretch-draw work platform of box girder is assembled to portable festival section is related to.
Background
With the rapid development of city construction in China, the problem of traffic jam is increasingly serious. In order to alleviate the urban traffic problem, the demand of urban road bridge construction is increasing, and the influence of construction on the surrounding environment and ground traffic needs to be reduced when urban road bridges are constructed in urban areas, so that the construction method with new technology, high speed, convenient construction and economy needs to be sought for urban bridge construction. In recent years, the prefabricated segment splicing method has been widely adopted. The construction method is that a beam body is divided into a plurality of sections along the longitudinal direction of the bridge, after the beam body is prefabricated in a factory or a precast beam yard, the beam body is transported to a bridge site to be combined and assembled, and the sections of the concrete box girder are assembled into the bridge by applying prestress. The principle is that the contact surfaces between the sections are tightly adhered by means of the pressure exerted on the concrete by the prestressed tendons, so that the whole body which bears the load together is formed.
The section precast assembled bridge generally adopts a concrete precast box girder, and the box girder consists of a plurality of sections of box girder sections. The segments are generally long and are made sequentially segment by segment to ensure perfect line shape before stacking, transporting, assembling, prestressing and other operations.
The segment prefabrication and assembly method mainly comprises a hole-by-hole frame construction method and a cantilever assembly method. A hole-by-hole frame is tried to be: the segment blocks forming the beam part are precisely cast in a prefabrication plant by a matching casting method, lifted by a bridge girder erection machine after being transported to a bridge site, epoxy resin is added at a joint position, the segment is tensioned by using temporary prestress, and a permanent prestress beam is applied. And (5) moving the bridge erecting machine to the next span section, and repeating the method to continue the construction. Cantilever assembling method: the segments are assembled symmetrically and sequentially by taking a pier as a center. Each segment is integral with a previously installed segment, self-balancing, and serves as a foundation for assembly of the next segment. For each construction step, the cantilever structure ensures its safety and stability by tensioning the prestressed steel strands provided in the box girder segments. The hoisting of the segments may be performed by means of a deck support crane, a guide beam or a ground crane. The cantilever assembling method is generally used for continuous beam construction. At present, segment prefabrication and splicing methods are practiced in projects of China, such as Liangchang Changjiang river bridges, Nanjing Changjiang river approach bridges, Sutong approach bridges, Xiamen BRT bridges, Guangzhou city guide rail traffic four-line and the like.
No matter the hole-by-hole frame method or the cantilever assembling method is adopted, after the assembly of the section precast box girder is completed, because the beam width of the section precast box girder is wide, the transverse prestressed steel beam needs to be sequentially tensioned along the bridge direction, so that the transverse bending tension stress and the shearing tension stress of the concrete box girder are avoided under the action of transverse bending moment and transverse torque of a box girder body. The existing transverse steel beam tensioning method is generally used for cast-in-place beams, namely after concrete is poured and the compressive strength of the concrete reaches 90% of the design strength, a working platform is erected by utilizing a support of a wing plate, and a jack is arranged on the working platform to tension the transverse steel beam. And because the segmental precast box girder does not need a wing plate support, the tensioning construction of the transverse prestressed steel beam is to erect construction supports at the two transverse ends of the box girder and suspend a jack to the horizontal position of the transverse prestressed steel beam for tensioning. Because the transverse prestressed steel beams are arranged along the longitudinal connection of the bridge, after the transverse steel beams are tensioned in the construction support range, the construction support needs to be dismantled, the construction support is re-erected at the next position, and the previous process is repeated, so that the tensioning speed is low, the construction efficiency is low, and the potential safety hazard of construction exists.
Disclosure of Invention
An object of the utility model is to provide a can save the time that original construction support was repeatedly erect, effectively improve the efficiency of construction, greatly improve the portable festival section of horizontal steel beam stretch-draw operation security and assemble horizontal steel beam stretch-draw work platform of case roof beam to horizontal steel beam stretch-draw speed is slow among the solution prior art, inefficiency, security subalternation problem.
The purpose of the utility model is realized like this:
a movable type section assembling box girder transverse steel bundle tensioning working platform is characterized in that: including major structure, balancing weight, safety protection network, additional structure, walking wheel and longitudinal rail, wherein:
the major structure includes three horizontal plane truss units and four facade truss units, wherein: the three horizontal plane truss units are respectively a balancing weight placing horizontal plane truss unit, a working channel horizontal plane truss unit and a transverse steel beam tensioning working horizontal plane truss unit; the four vertical face truss units are composed of two bridge face inner vertical face connecting truss units and two bridge face outer vertical face connecting truss units, the two bridge face inner vertical face connecting truss units are the same in size and are parallel to the longitudinal direction of the bridge, the two bridge face outer vertical face connecting truss units are the same in size and are parallel to the longitudinal direction of the bridge, the balancing weight placing horizontal face truss unit is positioned on the left lower side of the working channel horizontal face truss unit, the top ends of the two bridge face inner vertical face connecting truss units are respectively fixed on the bottom of the left end of the working channel horizontal face truss unit in parallel, the bottom ends of the two bridge face inner vertical face connecting truss units are respectively fixed on the right end of the balancing weight placing horizontal face truss unit in parallel, and balancing weights are placed on the left end; the horizontal steel beam tensioning working horizontal plane truss unit is positioned at the right lower part of the working channel horizontal plane truss unit, the top ends of the two bridge deck outer vertical surface connecting truss units are respectively fixed at the bottom of the right end of the working channel horizontal plane truss unit in parallel, and the bottom ends of the two bridge deck inner vertical surface connecting truss units are respectively fixed on the right end of the horizontal steel beam tensioning working horizontal plane truss unit in parallel;
a pair of parallel longitudinal guide rails is laid on the bridge floor of the prefabricated and assembled concrete box girder, a balancing weight placing horizontal plane truss unit is arranged above the two longitudinal guide rails in parallel, and four traveling wheels which are square and can travel on the longitudinal guide rails are arranged at the bottom of the balancing weight placing horizontal plane truss unit;
the accessory structure comprises working rails and a bottom plate on the plane truss, wherein the edges of the two longitudinal ends of the upper surface of the horizontal truss unit of the working channel are respectively provided with one working rail;
safety protective nets are arranged at the front, the rear, the left and the right of the two bridge deck outer vertical surfaces connecting the truss units.
The main structure also comprises six inclined rods and a cross rod, wherein the first inclined rod is obliquely connected between the upper surface of the left end of the horizontal truss unit for placing the balancing weight and the upper end of the outer side wall of the vertical surface connecting truss unit in the bridge deck close to the outside; the cross rod is horizontally connected between the middle parts of the inner side walls of the truss units connected by the outer vertical surfaces of the two bridge surfaces, a fourth oblique rod positioned above the cross rod is obliquely connected between the top end of the inner side wall of the truss units connected by the outer vertical surfaces of the bridge surfaces close to the outside and the middle part of the inner side wall of the truss units connected by the outer vertical surfaces of the bridge surfaces close to the inside, a fifth oblique rod is obliquely connected between the upper surface of the left end of the transverse steel beam stretching work horizontal plane truss units and the middle part of the outer side wall of the truss units connected by the outer vertical surfaces of the bridge surfaces close to the inside, and a sixth oblique rod positioned below the cross rod is obliquely connected between the bottom end of the inner side wall of the truss units connected.
The utility model discloses still including walking the road wheel stop device, walk the road wheel stop device and establish at the side of walking the road wheel.
The utility model discloses by major structure, balancing weight, safety protection network, working channel, additional structure, walk road wheel, guide rail and walk road wheel stop device and constitute. The balancing weight is placed on the left end of the horizontal truss unit placed on the balancing weight, the horizontal truss unit placed on the balancing weight has enough strength and rigidity to bear the weight of the balancing weight, and the mass of the balancing weight is determined through calculation so as to ensure that construction personnel and construction equipment on the horizontal steel beam tensioning working platform do not overturn in the construction process. The bridge surface inner vertical surface connecting truss unit and the bridge surface outer vertical surface connecting truss unit have enough strength and rigidity so as to ensure that the main body structure has enough strength and rigidity to bear the whole weight of the main body structure, the balancing weight, the safety protection net, the auxiliary structure, constructors and construction equipment on the transverse steel beam tensioning working platform. The working channel horizontal plane truss unit and the transverse steel bundle tensioning working horizontal plane truss unit have enough strength and rigidity to bear the weight of constructors and construction equipment on a transverse steel bundle tensioning working platform, and the steel truss is guaranteed to have enough rigidity integrally. The walking wheels and the guide rails have enough strength and rigidity to bear the total weight of the transverse steel beam tensioning working platform, constructors and construction equipment thereof.
The walking wheel limiting device ensures that the transverse steel bundle tensioning working platform has the capability of limiting the longitudinal displacement of the transverse steel bundle tensioning working platform at the longitudinal gradient of the bridge section where the transverse steel bundle tensioning working platform is located.
The working principle is as follows: the cross rod of the outer vertical face connecting truss unit is also used as a ladder stand, the height difference between the horizontal plane truss unit of the working channel and the horizontal plane truss unit of the balancing weight placing is 20-30 centimeters, after the above parts are assembled, constructors and equipment enter the working channel from the horizontal plane truss unit of the balancing weight placing to the horizontal plane truss unit of the working channel to form a channel, and then enter the transverse steel beam tensioning working platform from the working channel downwards along the cross rod of the outer vertical face connecting truss unit to perform transverse steel beam tensioning operation. And after the operation of the working platform is completed in the range, the working platform is moved to the next working point along the guide rail longitudinally arranged on the bridge for continuous operation.
The utility model discloses mainly be for the festival section assemble the case roof beam vertically carry out continuous horizontal steel bundle stretch-draw construction design along the bridge, the back is assembled to festival section case roof beam and is favorable to vertically carrying out continuous horizontal steel bundle stretch-draw operation along the bridge. Therefore, the utility model has the advantages of it is following:
1. after the segmental girders are assembled, transverse wet joints of the segmental girders are poured, after the strength of the wet joints reaches the design requirement, external prestress of a tensioning body is performed, a bridge girder erection machine is moved forwards, a transverse steel bundle tensioning platform is installed to perform transverse prestress steel bundle tensioning, the tensioning platform is moved longitudinally through a walking wheel, the transverse steel bundle tensioning platform adopts a fully-closed structure, and construction safety is ensured, namely the utility model discloses a safe and reliable working platform can be provided for the transverse steel bundle tensioning construction of a box girder;
2. construction is convenient, the operating efficiency is high: by arranging the traveling wheels, the longitudinal guide rails and the traveling wheel limiting devices, after the transverse steel bundle tensioning platform completes the transverse steel bundle tensioning procedure in the working section, the traveling wheel limiting devices can be opened, and the transverse steel bundle tensioning platform is longitudinally moved to the next working section along the bridge, so that repeated erection of the traditional construction support is avoided, the repeated erection time of the original construction support is saved, the construction cost is saved, and the construction efficiency is improved;
3. and (4) construction safety: the counterweight block is arranged on the horizontal plane truss unit for placing the counterweight block of the transverse steel bundle tensioning platform, so that the transverse steel bundle tensioning platform for construction is prevented from overturning, and the outer side of the transverse steel bundle tensioning platform is subjected to full-closed protection, so that the safety of construction operators is ensured;
4. the structure is simple: the 4 traveling wheels at the bottom of the transverse steel beam tensioning platform move longitudinally, so that the whole-hole transverse prestress tensioning can be conveniently and quickly completed.
Drawings
FIG. 1 is a schematic view of the present invention;
FIG. 2 is a right side view of FIG. 1;
FIG. 3 is a schematic view of the main structure of the present invention;
FIG. 4 is a top view of FIG. 3 (without the base plate);
FIG. 5 is a schematic view of the direction 1-1 in FIG. 3;
FIG. 6 is a schematic view taken from direction 3-3 of FIG. 3;
FIG. 7 is a schematic view from direction 4-4 of FIG. 3;
FIG. 8 is a schematic view taken from direction 2-2 of FIG. 3;
FIG. 9 is a schematic view from 5-5 in FIG. 3;
FIG. 10 is a schematic structural view of a bridge deck inner vertical surface connecting truss unit of the present invention;
FIG. 11 is a schematic structural view of a bridge deck outer vertical surface connecting truss unit of the present invention;
FIG. 12 is a schematic view of the structure of the horizontal plane truss unit for placing the balancing weight of the present invention;
fig. 13 is a schematic structural view of a horizontal plane truss unit of the working channel of the present invention;
fig. 14 is a schematic structural diagram of the horizontal plane truss unit for horizontal steel bundle tensioning work of the present invention.
Detailed Description
The present invention will be described in further detail with reference to examples.
The utility model provides a horizontal steel bundle stretch-draw work platform of box girder is assembled to portable section, includes major structure 8, balancing weight 7, safety protection net 3, additional structure 4, walks capable wheel 5 and longitudinal rail 6, wherein:
the main structure 8 includes three horizontal plane truss units and four vertical plane truss units, wherein: the three horizontal plane truss units are respectively a balancing weight placing horizontal plane truss unit 81, a working channel horizontal plane truss unit 82 and a transverse steel beam tensioning working horizontal plane truss unit 83; the four vertical face truss units are composed of two bridge face inner vertical face connecting truss units 84 and two bridge face outer vertical face connecting truss units 85, the two bridge face inner vertical face connecting truss units 84 are the same in size and are parallel to the longitudinal direction of the large bridge, the two bridge face outer vertical face connecting truss units 85 are the same in size and are parallel to the longitudinal direction of the large bridge, the balancing weight placing horizontal face truss unit 81 is positioned at the left lower part of the working channel horizontal face truss unit 82, the top ends of the two bridge face inner vertical face connecting truss units 83 are respectively fixed at the bottom of the left end of the working channel horizontal face truss unit 82 in parallel, the bottom ends of the two bridge face inner vertical face connecting truss units 83 are respectively fixed at the upper part of the right end of the balancing weight placing horizontal face truss unit 81 in parallel, and the balancing weight 7; the transverse steel beam tensioning working horizontal plane truss unit 83 is positioned at the right lower part of the working channel horizontal plane truss unit 82, the top ends of the two bridge external vertical plane connecting truss units 84 are respectively fixed at the bottom of the right end of the working channel horizontal plane truss unit 82 in parallel, and the bottom ends of the two bridge internal vertical plane connecting truss units 84 are respectively fixed on the upper surface of the right end of the transverse steel beam tensioning working horizontal plane truss unit 83 in parallel;
a pair of parallel longitudinal guide rails 6 are laid on the bridge floor 2 of the prefabricated and assembled concrete box girder 1, a balancing weight placing horizontal plane truss unit is arranged above the two longitudinal guide rails 6 in parallel, and four traveling wheels 5 which are square and can travel on the longitudinal guide rails 6 are arranged at the bottom of the balancing weight placing horizontal plane truss unit;
the auxiliary structure 4 comprises working railings 41 and bottom plates 42 on the plane trusses 43, wherein the edges of the two longitudinal ends of the upper surface of the working channel horizontal plane truss unit 82 are respectively provided with one working railing 41, the upper surface of the middle plane truss 43 of the working channel horizontal plane truss unit 82 is provided with the bottom plates 42, and the two working railings 41 and the bottom plates 42 on the working channel horizontal plane truss unit 82 form a working channel 44;
The main structure 8 further comprises six inclined rods 801-806 and a cross rod 807, wherein the first inclined rod 801 is connected between the upper surface of the left end of the balancing weight placing horizontal plane truss unit 81 and the upper end of the outer side wall of the bridge deck inner vertical surface connecting truss unit 84 close to the outside in the inclined direction, the second inclined rod 802 is connected between the two bridge deck inner vertical surface connecting truss units 84 in the inclined direction and is symmetrical to the first inclined rod 801, and the third inclined rod 803 is connected between the upper surface of the right end of the balancing weight placing horizontal plane truss unit 81 and the bottom of the middle of the working channel horizontal plane truss unit 82 in the inclined direction; cross bars 807 are horizontally connected between the middle parts of the inner side walls of the two bridge deck outer vertical surface connecting truss units 85, fourth oblique rods 804 above the cross bars 87 are connected between the top ends of the inner side walls of the bridge deck outer vertical surface connecting truss units 85 close to the outside and the middle parts of the inner side walls of the bridge deck outer vertical surface connecting truss units 85 close to the inside in a diagonal direction, fifth oblique rods 805 are connected between the upper side of the left end of the transverse steel beam tensioning work horizontal plane 83 truss units and the middle parts of the outer side walls of the bridge deck outer vertical surface connecting truss units 85 close to the inside in a diagonal direction, and sixth oblique rods 806 below the cross bars 807 are connected between the bottom ends of the inner side walls of the bridge deck outer vertical surface connecting truss units 85 close to the outside and the bottoms of the cross bars 807 at the middle.
The utility model discloses still include and walk road wheel stop device 51, walk road wheel stop device 51 and establish at the side of walking road wheel 5.
As shown in figure 1, the designed load of constructors is 1.5kN, the designed load of construction equipment is 1.5kN, the counterweight block 7 is used for counterweight according to the designed load of 1.5t, and the single-wheel bearing capacity of the walking wheels 5 is not less than 30 kN.
The three plane truss units and the four vertical face truss units are welded firmly by continuous fillet welds, the section steels used by the four vertical face truss units are welded firmly by continuous fillet welds, and the section steels used by the three horizontal face truss units are welded firmly by continuous fillet welds.
Claims (3)
1. The utility model provides a horizontal steel bundle stretch-draw work platform of box girder is assembled to portable section which characterized in that: including major structure, balancing weight, safety protection network, additional structure, walking wheel and longitudinal rail, wherein:
the major structure includes three horizontal plane truss units and four facade truss units, wherein: the three horizontal plane truss units are respectively a balancing weight placing horizontal plane truss unit, a working channel horizontal plane truss unit and a transverse steel beam tensioning working horizontal plane truss unit; the four vertical face truss units are composed of two bridge face inner vertical face connecting truss units and two bridge face outer vertical face connecting truss units, the two bridge face inner vertical face connecting truss units are the same in size and are parallel to the longitudinal direction of the bridge, the two bridge face outer vertical face connecting truss units are the same in size and are parallel to the longitudinal direction of the bridge, the balancing weight placing horizontal face truss unit is positioned on the left lower side of the working channel horizontal face truss unit, the top ends of the two bridge face inner vertical face connecting truss units are respectively fixed on the bottom of the left end of the working channel horizontal face truss unit in parallel, the bottom ends of the two bridge face inner vertical face connecting truss units are respectively fixed on the right end of the balancing weight placing horizontal face truss unit in parallel, and balancing weights are placed on the left end; the horizontal steel beam tensioning working horizontal plane truss unit is positioned at the right lower part of the working channel horizontal plane truss unit, the top ends of the two bridge deck outer vertical surface connecting truss units are respectively fixed at the bottom of the right end of the working channel horizontal plane truss unit in parallel, and the bottom ends of the two bridge deck inner vertical surface connecting truss units are respectively fixed on the right end of the horizontal steel beam tensioning working horizontal plane truss unit in parallel;
a pair of parallel longitudinal guide rails is laid on the bridge floor of the prefabricated and assembled concrete box girder, a balancing weight placing horizontal plane truss unit is arranged above the two longitudinal guide rails in parallel, and four traveling wheels which are square and can travel on the longitudinal guide rails are arranged at the bottom of the balancing weight placing horizontal plane truss unit;
the accessory structure comprises working rails and a bottom plate on the plane truss, wherein the edges of the two longitudinal ends of the upper surface of the horizontal truss unit of the working channel are respectively provided with one working rail;
safety protective nets are arranged at the front, the rear, the left and the right of the two bridge deck outer vertical surfaces connecting the truss units.
2. A movable type segment assembling box girder transverse steel bundle tensioning working platform according to claim 1, which is characterized in that: the main structure also comprises six inclined rods and a cross rod, wherein the first inclined rod is obliquely connected between the upper surface of the left end of the horizontal truss unit for placing the balancing weight and the upper end of the outer side wall of the vertical surface connecting truss unit in the bridge deck close to the outside; the cross rod is horizontally connected between the middle parts of the inner side walls of the truss units connected by the outer vertical surfaces of the two bridge surfaces, a fourth oblique rod positioned above the cross rod is obliquely connected between the top end of the inner side wall of the truss units connected by the outer vertical surfaces of the bridge surfaces close to the outside and the middle part of the inner side wall of the truss units connected by the outer vertical surfaces of the bridge surfaces close to the inside, a fifth oblique rod is obliquely connected between the upper surface of the left end of the transverse steel beam stretching work horizontal plane truss units and the middle part of the outer side wall of the truss units connected by the outer vertical surfaces of the bridge surfaces close to the inside, and a sixth oblique rod positioned below the cross rod is obliquely connected between the bottom end of the inner side wall of the truss units connected.
3. A movable type segment assembling box girder transverse steel bundle tensioning working platform according to claim 1, which is characterized in that: the walking wheel limiting device is arranged on the side edge of the walking wheel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922145917.1U CN212357995U (en) | 2019-12-04 | 2019-12-04 | Movable type section-assembled box girder transverse steel bundle tensioning working platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922145917.1U CN212357995U (en) | 2019-12-04 | 2019-12-04 | Movable type section-assembled box girder transverse steel bundle tensioning working platform |
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| Publication Number | Publication Date |
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| CN212357995U true CN212357995U (en) | 2021-01-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201922145917.1U Active CN212357995U (en) | 2019-12-04 | 2019-12-04 | Movable type section-assembled box girder transverse steel bundle tensioning working platform |
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| CN (1) | CN212357995U (en) |
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- 2019-12-04 CN CN201922145917.1U patent/CN212357995U/en active Active
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