JP2006045913A - Bridge installing method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a bridge installing method capable of smoothly installing a bridge between piers in a short time, by minimizing restriction on a place, while reducing cost, in a construction area unable to install a crane under a girder. <P>SOLUTION: A plurality of steel wires 5 being a tension member 4 are tensioned in the longitudinal direction on a tip part upper surface of the bridge 1, and are fixed to the bridge 1. While applying bending stress for projecting the lower side to the bridge 1 by tension of these steel wires 5, the bridge 1 is sent out in the longitudinal direction upward onto the other pier from above one pier. Since the bridge 1 is installed between one pier and the other pier, even if the bridge 1 is sent out of one pier and put in a cantilever state, the applied bending stress negates downward deflection by dead weight of the bridge 1, and the bridge can be smoothly installed between the piers. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  More specifically, the present invention relates to a method for erection of a bridge, and more particularly, in a construction area where a crane or the like cannot be installed under a girder, at a low cost, with minimal location restrictions, and smoothly between a bridge between piers. The present invention relates to a bridge erection method that enables erection.

  Conventionally, when there are rivers, railways, roads, etc. under the girders, and bridges are installed in places where truck cranes, etc. cannot be installed under the girders, a delivery method using a hand-held machine has been adopted. According to the delivery method using a handrailer, even if the undercarriage is a river or a railway, and the crane cannot be used, the lightweight handrail attached to the end of the bridge suppresses downward deflection due to the bridge's own weight. Thus, it is possible to smoothly bridge the bridge to the adjacent pier and to prevent the bridge from collapsing due to bending stress generated by its own weight.

  However, this construction method requires a handrail to be installed at the end of the bridge and the handrail to be dismantled after the bridge is installed, which requires man-hours and space. In addition, if the distance between the piers and the piers becomes long, downward deflection due to the own weight of the spreader occurs to some extent as the spreader is sent out. Therefore, in order to send the handrail machine slightly upward from the upper end of the pier in the forward direction of delivery, it is necessary to separately install a height adjusting means on the delivery device. As described above, this method has a problem of high cost, long construction time, and location restrictions.

  There has been proposed a method of erection of the bridge on the pier in the forward direction of delivery without removing the downward deflection due to the weight of the hand-roller and sending the bridge slightly upward (patent) Reference 1). In this construction method, a wire is connected to a bridge having a hand-roller connected to the tip, and this wire is stretched along the lower surface of the hand-roller in the feeding direction, and installed on the pier in front of the feeding direction. By pulling through the guide member, the downward bending of the hand-roller is restricted, and the bridge is securely installed on the pier.

  However, this proposal also requires the installation and dismantling of handrails, and it is necessary to secure the man-hours and space for that, so the problems of high cost, long construction time, and securing of the location are still solved. It was a problem to be solved.

In addition, a method has been proposed in which a bridge is easily constructed with a relatively small machine without using a handrail (see Patent Document 2). In this proposal, a cable is inserted into a through-hole penetrating the inside of the bridge block in the longitudinal direction, and tension is applied to the cable to hold the bridge block in a cantilevered manner. They carry blocks and connect them. In this method, every time the bridge block is connected, the tension of the cable is released, and the cable is extended and fixed to the tip of the newly connected block, and the tension is applied again. It is necessary to repeat the bridge again and again, and it is difficult to construct a bridge quickly. Further, since the bridge block is carried using a crane and connected to the tip, the height direction is restricted as compared with the method of sending out the bridge and installing it. Furthermore, in order to support the weight of the bridge with the cable, a high-strength cable and a great tension are required, which causes a problem that the cost is increased.
JP 2001-172918 A Japanese Patent Laid-Open No. 10-317326

  The object of the present invention is to reduce the cost in a construction area where a crane or the like cannot be installed under the girder, and in a short time, it is possible to smoothly lay the bridge between the piers with minimum place restrictions. It is to provide a method for erection of a bridge.

  In order to achieve the above object, the bridge laying method according to the present invention is a bridge laying method in which a bridge is sent from one pier to the other pier and bridged between the piers in the longitudinal direction. On the other hand, while applying a bending stress acting to bend the lower side convexly, the bridge is sent out in the longitudinal direction from the one pier to the other pier, and the one pier and the other The bridge is constructed between the bridge piers.

  Further, the bridge erection method of the present invention is constructed in the vicinity of the pier foundation part in a state where the pier is tilted in the bridge erection direction, and the bridge pier foundation part and the lower end part of the pier are rotatably connected, Above the constructed pier, the bridge loaded with a bending stress acting so as to bend the lower side of the longitudinal direction at the tip of the bridge is raised to a predetermined erection height, and then the pier is moved to the pier. The lower end is raised about the center of rotation and is erected on the pier foundation, and the bridge that is being lifted is sent forward in the longitudinal direction of the bridge with the longitudinal tip of the bridge being forward, The bridge is erected on the pier that is erected on the bridge, and is erected on the pier that is raised and erected.

  According to the bridge erection method of the present invention, in the bridge erection method in which the bridge is sent out from one pier to the other pier and is bridged between the piers, the lower side of the bridge in the longitudinal direction is arranged. While applying a bending stress that acts to bend in a convex manner, the bridge is sent out in the longitudinal direction from one pier to the other, and the bridge is constructed between one pier and the other pier. Therefore, even if the bridge is sent out from one pier and cantilevered, the applied bending stress cancels downward deflection due to the weight of the bridge, so even in construction areas where cranes that lift the bridge cannot be used. It can be installed between the piers. This eliminates the need for a handrail, reduces the locational restrictions when constructing bridges, and reduces costs and construction time. Furthermore, the effect of canceling the deflection eliminates the need to send the bridge upward, and it is only necessary to send the bridge in the longitudinal direction of the bridge in a substantially horizontal direction. This eliminates the need for a height adjusting means in the delivery device, thereby reducing costs and shortening the installation time.

  In addition, by building the bridge pier in the vicinity of the pier foundation, the bridge pier can be built at a low position by lowering the bridge pier in the direction of the bridge construction. The scope of traffic regulation in the construction area, including the scope of regulation due to the effects of falling objects, etc., can be minimized.

  And, the bridge pier foundation and the lower end of the pier were rotatably connected, and the bending stress acting to bend the lower side of the longitudinal direction to the tip of the bridge was loaded above the constructed pier. Raise the bridge to the specified height, raise the collapsed pier with the lower end of the pier as the center of rotation and erect it on the pier foundation. Since it is sent forward in the longitudinal direction of the bridge, and the bridge is installed on the pier that is erected in front of this delivery, it is installed on the pier that is erected upright. The viaduct can be installed quickly and without much location restrictions, and the cost can be reduced.

  Hereinafter, a method for constructing a bridge according to the present invention will be described based on an embodiment shown in the drawings. First, the structure of the tip of the bridge will be described with reference to FIG. A plurality of steel wire wires 5, which are tension members 4, are stretched in the longitudinal direction on the upper surface of the distal end portion of the bridge 1 and fixed to the bridge 1. Due to the tension of the steel wire 5, the bridge 1 is loaded with bending stress that makes the lower side convex. Specifically, the two fixing members 7 are fixed to the bridge 1 at a predetermined interval in the longitudinal direction on the upper surface of the distal end portion of the bridge 1, and a plurality of steel wire wires 5 are interposed between the two fixing members 7. The tension device 6 is stretched by receiving a tensile stress. By the tension of the steel wire 5, a bending stress is applied to the bridge 1 such that the lower side is bent convexly, and the bending stress can be adjusted by changing the tension of the steel wire 5 with the tensioning device 6. it can.

  With such a structure, the tension of the steel wire 5, that is, the bending stress acting on the bridge 1 can be easily adjusted, and the cost of the apparatus can be reduced. Further, since the tension member 4 is provided on the upper surface of the bridge 1 and is located away from the neutral axis of the bridge 1, a large bending stress can be easily applied.

  The tension member 4 is not limited to the steel wire 5 as long as it can load the bridge 1 with a bending stress acting so as to bend the lower side convexly with respect to the longitudinal direction. For example, as shown in FIG. 2, rib-like structures 8 protruding upward may be provided in the longitudinal direction of the upper surface of the bridge 1. The rib-like structure 8 is contracted by the expansion / contraction mechanism 9 so that a bending stress acting on the bridge 1 so as to bend the lower side convexly is applied. Further, if the tension member 4 is easily removed, the working efficiency is improved and the installation on various bridges 1 is facilitated.

  Next, an example of a bridge erection method will be described based on an overall outline side view of the viaduct during erection according to the embodiment shown in FIG. In the construction area of the viaduct, the pier 2 is erected on the ground 11 in advance, and a bridge assembly yard 13 is installed behind the pier 2 on one end side where the viaduct is constructed. In this bridge assembly yard 13, the bridge 1 serving as the tip is first manufactured. At this time, the tension member 4 is installed in the longitudinal direction of the upper surface of the bridge 1, and a bending stress acting so as to bend the lower side convexly is loaded. Sequentially, the bridge 1 following the bridge 1 at the front end is connected, joined to the previous bridge 1, and sent out by a delivery device (not shown) toward the pier 2 standing in front of the delivery direction.

  Since the tip of the bridge 1 is in a cantilever state when it is fed out, a bending stress acts on the bridge 1 so as to bend the upper side convexly by its own weight, and it is bent downward greatly. This downward deflection is canceled out by the applied bending stress.

  Therefore, the direction in which the bridge 1 is sent out may be the longitudinal direction of the bridge 1 in a substantially horizontal direction, and it is not necessary to strictly adjust the height direction, and it can be easily and quickly bridged over the bridge pier 2 installed in front of the delivery direction. Can do. Thereafter, the bridge 1 is erected on the pier 2 installed in front of the delivery direction by rolling on the erection roller 12. After completion of the erection, the tension of the tension member 4 is relaxed, the applied bending stress is released, and the tension member 4 is removed. As described above, since the bridge 1 is erected, the bridge 1 can be efficiently installed at a low cost even in a place where a crane or the like cannot be installed under the girder (under the bridge) and the bridge 1 cannot be lifted by the crane. Can be erected.

  Next, another example of a method for constructing a bridge will be described based on the embodiment shown in FIGS. In this embodiment, since the viaduct is installed across the railway 18, the overhead line of the railway 18 becomes an obstacle, and the use of the crane is restricted around the railway 18.

  First, in a 1st process, as shown in FIG. 4, the bridge foundation part 3 is embed | buried under the ground 11 at predetermined intervals in the construction area of a viaduct. In the vicinity of the upper end portion of the pier foundation 3, the pier 2 is constructed in a state of being tilted to the ground 11. The direction in which the pier 2 is brought down is the direction in which the pier foundations 3 are arranged, that is, the erection direction of the bridge 1. And the upper end part of the pier foundation part 3 and the lower end part of the pier 2 are rotatably connected by the hinge member 10. FIG. When constructing the pier 2, the lower end of the pier 2 may be positioned adjacent to the pier foundation 3.

  Subsequently, the bridge 1 is assembled at a position set back in the longitudinal direction in consideration of the length straddling the railway 18. Assembling the bridge 1 is performed on the temporary mount 14 above the pier 2 along the pier 2 in a collapsed state as shown in FIG. At this time, the tension member 4 described above is installed at the distal end portion of the bridge 1, and bending stress acting on the bridge 1 so as to bend the lower side in the longitudinal direction is loaded.

  The assembly of the bridge 1 may be performed on the ground 11 while being shifted in the width direction with respect to the bridge pier 2 in a collapsed state. By assembling at a low position as close as possible to the ground 11, work at high places can be reduced, safe and efficient work can be performed, and the range of traffic regulation for the surroundings can be minimized. In addition, if the setting beam 17 is provided at the tip of the bridge 1, it is easy to join the front bridge 1 at the time of erection.

  In the second step, as shown in FIG. 5, after the bridge pier 2 and the bridge 1 are completed, a lift-up jack 15 mounted on the self-propelled carriage 16 is disposed under the bridge 1 to bring the bridge 1 to a predetermined height. lift. At the same time, the collapsed pier 2 is raised by a crane or the like (not shown) with the hinge member 10 as the rotation center, and is erected on the pier foundation 3. Since the upper end of the pier foundation 3 and the lower end of the pier 2 are rotatably connected by the hinge member 10, the pier 2 can be easily erected.

  Next, in the third step, as shown in FIG. 6, the self-propelled carriage 16 is moved forward in the construction direction of the bridge 1 with the bridge 1 lifted, and the bridge 1 is sent forward. At this time, a bending stress acts on the bridge 1 protruding forward so as to bend the upper side in a convex manner, but the bending stress in the opposite direction is applied by the tension member 4, so the bending stress cancels out. It is possible to suppress the downward deflection.

  Thereafter, in the fourth step, as shown in FIG. 7, the tip of the bridge 1 sent out is set to the setting beam on the bridge 1 installed on the bridge pier 2 erected on the opposite side of the railway 18. 17, the lift-up jack 15 is removed, and the bridge 1 is installed on the pier 2. After erection, the tension member 4, the setting beam 17, and the hinge member 10 are removed. In this way, a viaduct straddling the railway 18 can be constructed.

  In this bridge construction method, the bridge pier 2 can be constructed at a low position by constructing the bridge pier 2 in the vicinity of the pier foundation 3 in a state where the bridge pier 2 is tilted in the erection direction of the bridge 1. It is possible to improve and minimize the scope of traffic regulation in the construction area including the scope of regulation due to the influence of falling objects from work spaces and high places.

  Then, after lifting the bridge 1 to a predetermined erection height, the bridge pier 2 in a tilted state is raised with the lower end portion of the pier 2 as the center of rotation to be erected on the pier foundation 3, and the bridge 1 being lifted is Since the longitudinal end of the bridge 1 is forward and the bridge 1 is sent out and installed in the longitudinal direction, the viaduct can be constructed easily and quickly even in a construction area that straddles the railway 18 where there are many restrictions in place. And cost reduction is possible.

  In addition, as shown in FIG. 5 in relation to space and the like, in a construction area where the bridge pier 2 in a tilted state cannot be erected on the pier foundation portion 3 with the lower end portion of the pier 2 as a rotation center. It is also possible to assemble the pier 2 upright in the temporary assembly yard, transport it in the upright state, and stand on the pier foundation 3.

It is a perspective view which shows an example of the structure of the front-end | tip part of the bridge used for this invention. It is a perspective view which shows the other example of the structure of the front-end | tip part of the bridge used for this invention. It is a whole outline side view explaining an example of the bridge construction method of the present invention. It is a whole outline | summary side view explaining the 1st process of the other example of the bridge construction method of this invention. It is a whole outline | summary side view explaining the 2nd process of the other example of the bridge construction method of this invention. It is a whole outline | summary side view explaining the 3rd process of the other example of the construction method of the bridge of this invention. It is a whole outline | summary side view explaining the 4th process of the other example of the construction method of the bridge of this invention.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Bridge 2 Bridge pier 3 Bridge pier base part 4 Tension member 5 Steel wire 6 Tensioning device 7 Fixing member 8 Rib-like structure 9 Telescopic mechanism 10 Hinge member 11 Ground 12 Construction roller 13 Bridge assembly yard 14 Construction base 15 Lift up jack 16 Self-propelled trolley 17 Setting beam 18 Railway

Claims (4)

  In the construction method of the bridge that sends out the bridge from one pier to the other pier and bridges between the piers, the bending stress that acts to bend the bridge downward in the longitudinal direction is applied to the bridge. The bridge is constructed between the one pier and the other pier by feeding the bridge in a longitudinal direction from above the one pier to the other pier while loading. How to build a bridge.   In the vicinity of the pier foundation, the pier is constructed in a state where the pier is tilted in the direction of the bridge construction, the pier foundation and the lower end of the pier are rotatably connected, and the tip of the bridge is located above the constructed pier. The bridge pier foundation is raised by raising the bridge loaded with a bending stress acting to bend the lower side of the bridge in the longitudinal direction to a predetermined erection height, and then raising the pier with the lower end of the pier as the center of rotation. The bridge is erected on the bridge pier that is erected on the front side of the bridge, and is sent out in the longitudinal direction of the bridge with the front end in the longitudinal direction of the bridge forward. And a bridge erection method, wherein the bridge erection is erected on the pier that has been raised and erected.   The bridge erection method according to claim 1 or 2, wherein a bending stress acting on the bridge so as to bend the lower side convexly with respect to the longitudinal direction is applied by a tension member installed in the longitudinal direction of the upper surface of the pier. .   The bridge erection method according to claim 3, wherein the tension member is a steel wire, and the bending stress is applied by the steel wire being stretched by receiving a tensile stress.

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