JP3349463B2 - How to install additional girder - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a viaduct in service, and more particularly, to an extension girder along an existing girder on the side of the existing girder for widening roads, expanding safety facilities, and the like. in the case of relates to the expansion digit erection how.

[0002]

2. Description of the Related Art Existing elevated structures (ground cover, railing, lighting, etc.) must be demolished due to the need to widen the width and add or expand safety equipment in an elevated road bridge in service, etc. There is a technique to improve the elevated road by expanding the girder and extending the girder outward along the existing bridge body and integrating it with the existing bridge body.

[0003] In this case, especially on an expressway, it is not permissible to stop or restrict traffic for a long time. Therefore, the necessary minimum lane regulation is performed, and the improvement work is performed in the construction work area within the regulation range in parallel with the road operation.

[0004] The extension girder is installed by using a truck crane or the like from under the bridge when the viaduct surface is not so high from the ground or when the environment and location conditions under the overpass are not severe. It can be done easily, but work from under the bridge is very difficult when the pier is extremely high, when the crane cannot be approached on the water or in the valley, or when it is located on a high traffic road. It will be accompanied.

In many cases, the number of additional girders is about one or two per span, so that the spans are moved one after another and are installed one after another, which makes the changeover complicated and inefficient.
In addition, if the extension girder is made of concrete, to reduce distortion due to material difference that occurs when the girder is integrated with the existing girder, leave it for several months to half a year after stocking it and stockpile such as bending due to drying shrinkage. The deformation must be completed to some extent, and the erection must be concentrated in a short time (1-2 days).

[0006]

SUMMARY OF THE INVENTION According to the present invention, an extension girder can be installed in a short time with a minimum number of demolition of existing structures without being affected by the location conditions under a bridge, etc. and, a changeover is also easy, an object of the present invention to provide an erection how the expansion digit.

[0007]

SUMMARY OF THE INVENTION According to the present invention, a construction area is provided by restricting a part of the lane width of an in-service elevated road, and an extension girder is erected along the existing girder outside the existing bridge. ,
A rail for additional girder transport is laid on the bridge surface in the construction area in the direction parallel to the bridge axis, and the additional girder is transported by a transport trolley running on the rail,
The extension girder is lifted by the erection device provided on the transport trolley,
This is a method of erection of an additional girder, characterized by moving laterally to the outside of the existing bridge, and dodging the existing bridge and installing an additional girder on the pier.

[0008] rack set device that can <br/> in suitably be used in the practice of this method, the traveling device also serving as a transport vehicle of the digit to be traveling on a rail expansion, standing on the running device Main landing gear,
That Yusuke and boom overhanging in cantilever from the main leg, the telescopic support legs depending from the boom tip, a lifting device and traveling on the boom. Here, the boom is the main beam. in this case,
If the boom is configured to be able to turn horizontally around the main landing gear, stability is improved by storing the boom parallel to the bridge axis when changing the setup to the next span or the like.
In addition, if the boom is configured to be able to descend from the horizontal posture to the vertical posture around the main leg, the boom can be moved to the vertical posture when changing the setup to the next span.

[0009]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings.

In the present embodiment, as shown in an overall plan view in FIG. 6 and a side view in FIG. In this example, an additional girder 102 is installed on the piers 104 and 105 from above the existing bridge body 103 on the side of the elevated road 100 in order to increase the width of the elevated road 100.

As shown in FIG. 6, a part of the expressway bridge in which the extension girder 102 is to be erected in the width direction is partitioned by a temporary protection wall 106, and the expressway 100 is operated while being partially restricted. The extension girder 102 is erected. Existing structures such as ground covers and railing are demolished, and rails 107 for girder transport are laid. Bridge piers 104, 10 at both ends of the extension girder 102
The girder erection machine 108 is installed in the vicinity of 5, and the additional girder 102 is erected on the pier on the side of the existing bridge. Then, the additional girder 102
Will be integrated with the existing bridge to rebuild the floor slab, ground cover, railing, and other structures to complete the improvement work.

[0012] FIG. 1 is a front view of the rack setting device 10. A rail 107 is laid in a construction area defined by a temporary protection wall 106 that is isolated from a road 109 in service, and the erection device 10 runs on the rail 107. The erection device 10 has a main leg 12 erected on a traveling device 11 also serving as an additional girder transport cart. A cantilevered boom 13 is provided on the main leg 12, and a telescopic support leg 14 is provided at the tip of the boom 13. This support leg 14 is extended and its lower end is
4 is mounted on a temporary bracket 15 to support one end of the boom 13. A lifting device 16 is mounted on the boom 13. The lifting device 16 includes a traversing carriage 18,
02 is lifted from the traveling carriage 11, travels on the boom 13 in the longitudinal direction of the boom 13, and the extension girder 102 is laterally moved, and it is hung down on the pier 104 through the existing bridge 103 and is installed on the pier 104.

FIG. 2 is a detailed front view of the erection apparatus 10, which is a traveling apparatus 1 which also serves as a girder transport carriage traveling on a rail 107.
1, a main leg 12 erected on the traveling device 11, a boom 13 having one end fixed to the main leg 12 and extending outwardly of the existing bridge 103 with a cantilever structure, and another end of the boom 13. It comprises a supporting leg 14 having a vertically extending and retractable hydraulic cylinder and supported at the top of the pier, and a lifting device 16 having a traversing carriage 18 which suspends the additional girder 102 and travels on the boom 13 to the installation position. ing. The lifting girder 16 has an additional girder 1
A lifting machine (a hydraulic jack type is used in this example) for lifting 02 is installed. Also, the main leg 12 is a boom 1
3 is provided with a rotation mechanism 19 for horizontally turning. The traveling device 11 also serves as a transport trolley on which a plurality of girders (two in each of FIGS. 1 and 2) are placed and moved, thereby increasing work efficiency. The plurality of additional girder mounted on the traveling device 11 also serves as a counterweight for preventing the traveling device from floating when the additional girder is erected laterally.

FIG. 3 is a view taken in the direction of arrows AA in FIG. The traveling device 11 is electrically driven by a motor 17 with a speed reducer. During traveling such as setup change, the extendable support leg 14 is shortened, and the boom 13 is turned around the main leg 12 by the rotation mechanism 19 to be fixed on the traveling device and transported. At this time, it is preferable to temporarily support the upper surface of the additional girder 102 during transportation because the stability is extremely improved.

FIG. 4 is a view taken in the direction of arrows BB in FIG. When the extension girder 102 is erected, the extendable support legs 14
The tip is hung on a bracket 15 attached to the side surface of the extension 04 to support the lifting load of the additional girder.

FIG. 5 is a detailed view of the hanging member 21. The hanging member 21 is a key (reverse L) composed of a horizontal piece 23 and a vertical piece 22.
The vertical piece 22 is fastened to the side surface of the additional girder 102 by a suspension bolt 24, and the position of the center of gravity of the horizontal piece 23 is suspended by a steel bar 25. By using the hanging metal fittings 21, the additional girder 102 can be sunk below the overhanging floor slab (flange) of the existing girder 110. Therefore, it is possible to prevent the existing structure from being demolished more than necessary. In the case where the existing bridge is a prestressed concrete structure and the floor slab is buried with anchors of horizontal tightening cables, breaking the overhanging slab of the existing bridge destroys the anchors and loses prestress. May be. In such a case, the hanging bracket 21 can extend the extension girder while avoiding the destruction of the fixing body and the loss of prestress, and the effect is great.

FIG. 8 shows another example of the girder erection apparatus 10 in which a traveling device 11, a main leg 12, and a boom 13 are integrally rigidly connected. A temporary supporting leg 31 is attached. Extension girder 1
02, the temporary support leg 31 is in the posture 3 shown in FIG.
Set to 2 so as not to hinder the installation of the additional girder. When the traveling device 11 travels on the rail 107, the tip of the temporary support leg 31 is supported on the traveling device 11, and the boom 13
Is a structure that stably supports.

In this embodiment, a hydraulic jack type is shown as the lifting device 16, but the lifting device 16 is not limited to this, and may be a chain block, a hoist, a winch or the like.

[0019] FIG. 9 shows the ones of another form of the boom 13
It is an explanatory view of a rack setting unit 10. The boom 13 is of a type in which a pin is connected to the top of the main leg 12 at an intermediate point, the support leg 14 at the tip is also connected to the pin, and a boom elevating cylinder 41 is provided at the other end of the boom 13. When the erection apparatus 10 is installed by lifting the additional girder 102, the boom 13 is set in a horizontal posture, and the tip of the boom 13 is supported by support legs 14, as in the apparatus of FIG. 1.

When the traveling device 11 moves along the direction of the bridge axis, as shown in FIG.
1, the boom 13 and the support leg 14 are set in a vertical posture, and the traveling device 11 is moved. In this embodiment, the structure of the connecting portion between the main leg 12 and the boom 13 and the connecting portion between the boom 13 and the support leg 14 can be simplified by a pin connection.

[0021]

According to the method of the present invention, a part of the lane width of a serviced elevated road is regulated to provide a construction area, and an additional girder is erected along the existing girder outside the existing bridge. Laying an additional girder rail in the direction parallel to the bridge axis on the bridge surface in the construction area, lifting the girder with a erection device equipped with a traveling device that also serves as a carriage for the additional girder, laterally moving to the outside of the existing bridge body, It is now possible to dodge the existing bridge and install it on the pier. In this case, the demolition of the existing bridge body may be minimized, and, for example, the existing bridge body of the prestressed concrete structure does not break the horizontal fastening cable fixing body embedded in the overhanging floor slab.

The increase erection device設桁is traveling device serving as a conveyance carriage digit traveling on rails, landing gear erected on the traveling device, Zhang out boom in cantilevered from the main leg, depending from the boom tip telescopic It has a free supporting leg and a lifting device that runs on the boom, so that the method of installing an additional girder of the present invention can be easily implemented. In this erection device, if the boom is configured to be able to turn horizontally around the main landing gear, stability is improved by storing the boom parallel to the bridge axis when setting up to the next span etc. It has an excellent effect that road improvement can be performed safely and efficiently in a short time. Further, a structure using temporary supporting legs at the time of movement may be employed, and a structure in which the boom is set up vertically may be employed.

[Brief description of the drawings]

Is a front view of the construction apparatus of FIG. 1 is an increase of設桁.

It is a front view of the construction apparatus of FIG. 2, up設桁.

FIG. 3 is a view as viewed in the direction of arrows AA in FIG. 2;

FIG. 4 is a view taken in the direction of arrows BB in FIG. 2;

FIG. 5 is a detailed view of the hanging Ri bracket.

FIG. 6 is an overall plan view for explaining a method of installing an additional girder according to the embodiment.

FIG. 7 is an overall side view for explaining a method of installing an additional girder according to the embodiment.

FIG. 8 is a front view of another extension girder erection apparatus.

FIG. 9 is an explanatory view of another extension girder erection device.

FIG. 10 is an explanatory view of another extension girder erection device.

[Explanation of symbols]

 DESCRIPTION OF SYMBOLS 10 Erecting apparatus 11 Traveling apparatus 12 Main leg 13 Boom 14 Support leg 15 Bracket 16 Lifting device 17 Motor 18 Traversing trolley 19 Rotation mechanism 21 Hanging fitting 22 Vertical piece 23 Horizontal piece 24 Hanging bolt 25 Steel rod 31 Temporary supporting leg 32 Posture 41 Boom raising cylinder 100 Expressway 101 Underpass road 102 Additional girder 103 Existing bridge 104 Bridge pier 105 Bridge pier 106 Temporary protective wall 107 Rail 108 Girder erection machine 109 Road in service

Continuation of the front page (56) References JP-A-8-326002 (JP, A) JP-A-60-126409 (JP, A) JP-A-1-310003 (JP, A) JP-A-7-228484 (JP) , A) JP-A-7-71001 (JP, A) JP-A-50-102004 (JP, A) JP-A-64-133106 (JP, A) JP-A-49-111101 (JP, U) 43-10660 (JP, B1) (58) Fields investigated (Int. Cl. ⁷ , DB name) E01D 21/00 E01D 22/00

Claims (1)

(57) [Claims] 1. A construction area is provided by regulating a part of the lane width of a serviced elevated road, and an extension girder is installed along the existing girder outside the existing bridge body. An additional girder transport rail is laid in a parallel direction, the additional girder is transported by a transport trolley running on the rail, the additional girder is lifted by a erection device provided on the transport trolley, and laterally moved to the outside of the existing bridge body. A method of erection of an additional girder, wherein the additional girder is installed on a pier by evading an existing bridge body.