KR100776643B1 - Construction method of steel cable-stayed bridge without alternate side reaction force device - Google Patents

Abstract

        The present invention is to install the anchorage method for fixing the alternating pillars and the upper mold of the mold beam and the steel pipe is installed in the pylon installed in order to exclude the negative side reaction force device of the shift side generally applied in the steel cable-stayed bridge Method and connection method by high tension bolt for connection of mold beam when steel bridge bridge is applied to temporary bridge,

       Molded beams and rigid alternating beams are provided with H beams as pillars on the front of the alternating wall, apart from the existing alternate wall of retaining wall function supporting the back earth pressure,

       The horizontal displacement caused by the temperature change of the mold beam, which is the bridge upper structure, is absorbed by the flexibility of the steel, the H beam installed as the pillar of the elastic alternating beam, which is tightly connected to the mold beam, and absorbs the lateral horizontal force in the conventional pylon. It is a steel cable-stayed bridge construction method that reduces the overall construction cost of bridges by allowing the role beams to bear only vertical force while allowing the elastic beams that are rigidly connected to the mold beams.

Description

Constructing method of steel cable stayed bridge omitting negative reaction bridge seat}

BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a view showing the entire steel cable-stayed bridge without the alternate side reaction force device of the present invention.

2 is a view showing that the rigid connection portion of the cable-stayed bridge and the mold beam and the backstay cable of the cable-stayed bridge omitting the alternating secondary reaction force device of the present invention is fixed to the elastic shift beam.

Figure 3 (a) (b) shows in detail the connection of the mold beam of the present invention.

Figure 4 (a) (b) is a view showing in detail that the material installed in the pylon of the present invention.

5 is a view showing a rigid connection portion connecting the elastic alternating beam and the mold beam of the present invention.

6 is a view showing another embodiment of the rigid connection portion connecting the elastic alternating beam and the mold beam of the present invention.

        <Explanation of symbols for the main parts of the drawings>

          10: steel cable-stayed bridge 11: foundation

          13: material 14: backstay cable (material)

          15: shift 16: PYLON

          17: elastic alternating beam 18: elastic filler

          20: steel connection 21: vertical reinforcement

          22: horizontal stiffener 23: haunch

          30: fixed fixing bracket

          40: mold beam 41: upper flange

          42: lower flange 43: abdomen

          44: protruding steel sheet 45: upper steel sheet

          46: lower steel plate 47: bolted

          48: abdominal steel sheet

          50: pylon re-installation device 51: fixed bracket

          52: shear wall plate 53: steel pipe

        The present invention is to install the elastic alternating beam and the mold beam, respectively, using the steel H-beams, the rigid alternating beam and the mold beam is connected to the alternating, and the material installed on the pylon alternately to support the mold beam Regarding the construction method of steel cable-stayed bridge without omission,

        The steel cable-stayed bridge construction method is to install a conventional shift on the foundation installed on the ground and install a resilient alternating beam, which is a steel pillar installed with H beam steel at regular intervals, and the steel alternating steel beam and the cast beam installed by steel Alternately connecting the backstay cable installed on the alternating side of the yarns installed on the pylon while supporting the mold beams while supporting the mold beams while supporting the mold beams. It is fixed to the mold beam by the fixed fixing bracket so that the displacement caused by the load in the axial direction of the mold beam and the elastic displacement due to the temperature can be absorbed with the elasticity of the steel of the elastic alternating beam. The vertical load is the pilon, the pier, and the horizontal force in the axial direction is responsible for the load to carry the load. One will be.

        Since the steel cable-stayed bridge absorbs displacement generated in the axial direction by the elasticity of the shift, it is not necessary to install the secondary reaction force device installed in the shift of the conventional bridge, and the conventional pylon is used for horizontal axial load and vertical load. While the installation cost is high because it is designed to receive at the same time, the pylon of the present invention can reduce the overall bridge construction cost by allowing the installation of the pylon at a lower cost by reducing the cross-sectional force of the pylon because it is only responsible for the vertical load. It is characterized by the method of constructing a steel bridge bridge.

       An object of the present invention is to absorb the horizontal displacement generated in the bridge by the flexibility of the H-beam steel elasticity by transferring the horizontal displacement acting in the axial direction by rigidly connecting the elastic alternation of the steel H-beam and the mold beam. Since the pylon, which is the bridge part, is dedicated to vertical load, conventionally, the pylon is installed to receive both horizontal and vertical loads, so that it is installed in a cross section with high durability, which requires installation of expensive pylons, resulting in high bridge construction costs. It is established that the pylon of the present invention can only be installed in a smaller scale than the cross-sectional area of a conventional pylon installed to bear only vertical loads, thereby making the overall bridge installation cost cheaper due to the relatively small cross-sectional pylon construction cost. On the elasticity of the steel, the H beam, By absorbing the displacement in the axial direction generated in the mold beam by using a degree of flexibility, it is possible to prevent the occurrence of side reaction force generated in the shift, so that there is no need to install a side reaction force device that is not produced in Korea The construction cost and maintenance of the bridge system are omitted by omitting the construction cost of the pylon and the installation of the secondary reaction bridge device so that the horizontal force in the bridge direction is structurally supported by the shift side and the vertical force under the vertical bridge is supported by the pylon, which is the bridge side. The purpose is to provide a construction method for the cable-stayed bridge that omits the economical and structurally strong side-effect bridge system to reduce the management cost.

        Another purpose is to install the abdominal steel plate on both sides of the abdomen of the mold beam and to tighten the high tension bolt, and to install the protrusion steel plate on both sides so as to protrude to the lower side of the upper flange while interconnecting the mold beam of the steel cable-stayed bridge The steel beam cable-stayed bridge of the present invention, in which the steel cable-stayed bridge of the present invention acts only by the axial force by installing the upper and lower steel plates and connecting the mold beam by fastening high tension bolts, and by installing the upper and lower steel plates at the upper and lower parts of the lower flange. It is to work strongly.

        Conventionally, since the perforated plate is high, there is a problem in that the mold of the conventional cable-stayed bridge, where vertical and axial forces simultaneously act by connecting only the steel plate to the abdomen and the lower flange, is weak.

        When the steel cable-stayed bridge of the present invention is used for cross-linking, when the double-plate is installed on the upper part of the mold beam, which is the bridge upper plate, the connection part connecting the mold beam and the mold beam to each other separately protrudes to both sides of the abdomen, which is a separate additional reinforcement device. The steel plate of the present invention is to be bolted and connected to the upper and lower portions of the steel plate to connect the steel beams of the present invention in a structurally strong state so as to bear the load acting in the axial direction of the crosslinked mold beam of the steel cable-stayed bridge of the present invention. In the cross-linking to improve the structural weakness that can not effectively bear the load acting in the axial direction by interconnecting the abdomen and the lower flange immediately without connecting the upper flange in consideration of the height of the perforated plate.

        Another object is that the pylon receives the total vertical force generated in the cable-stayed bridge of the present invention, when installing the steel material in a certain position of the steel pipe, the steel pipe is installed through the shear wall plate in the cross-section of the diagonal line, and then the outside of the steel pipe A fixed bracket is welded to the end of the shear wall plate, and one side end of the yarn is fixed and fixed to the fixed bracket, and the other end is a pylon material mounting apparatus installed to connect and fix the mold beam.

        As described above, to install the yarn through the steel pipe by using the pylon yarn installation device is to ensure that the mold beam is strongly supported by the yarn.

       In the conventional cable-stayed bridge, on the side of the shift where the backstay cable is installed, the sub-reaction force device that is freely moving in the direction of the axial direction is arranged, and the pylon, which is the pier, bears the horizontal force and all the vertical load in the direction of the axial direction. There is a problem that the cost of construction cost is high because there is no load distribution effect, and the problem of continuously maintaining the secondary reaction bridge device.

        In order to solve the above problems, the present invention connects the mold beams of the steel, which is the H beam, and installs them as the mold beam, which is the upper structure of the bridge, and supports them by the yarn of the pylon, while the elastic shift beam and the mold beam are rigid. By using the flexibility by the elasticity of the steel pillar, which is the H beam of the elastic alternating beam, the displacement acting in the axial direction is absorbed by the elastic alternating beam to omit the installation of the secondary reaction force device, and only the vertical load on the pylon. It is to provide a steel bridge construction method that omits the alternating reaction force exchange device that enables efficient installation of bridges while reducing construction costs.

        According to the present invention, an elastic alternating beam (17) is provided at regular intervals from the shift (15) corresponding to the alternation of a conventional bridge on the base (55) provided on both sides of the section where the bridge is to be installed. Fill the elastic filler 18 between the alternating beams,

        Forming a rigid connection part 20 in which the upper portion of the elastic alternating beam 17 and the mold beam 40 are rigidly connected to each other,

       The mold beam 40 serving as the bridge top plate is repeatedly formed by repeatedly forming the connecting portion 60 interconnecting the mold beam 40 which is continuously connected to the mold beam 40 rigidly connected to the elastic alternating beam 17. While supporting the mold 13 and the mold beam 40 connected by the pylon yarn mounting device to the pylon 16 installed between the shift and the shift, the mold beam rigidly connected to the elastic shift beam 17 ( The backstay cable 14 is fixed by the fixing fixing brackets 30 installed on both sides of the abdomen 43 of 40, so that the elastic alternating beam 17 is alternately flexible by the elasticity of the steel pillar as the H beam. The steel cable-stayed bridge without the alternating subsidiary force bridge device is constructed to absorb the displacement acting in the bridge's axial direction by using the diagram, and to have a structure for the role division to share only the vertical load in the pylon (16) which is the bridge. It is special to being There is.

        Hereinafter, the configuration and operation of the present invention will be described in detail by the accompanying drawings.

        1 is a view showing the steel cable-stayed bridge omitting the alternating side reaction force device of the present invention as a whole, the shift (15) acting as a conventional shift on the base (11) installed on both sides of the bridge to install the bridge; At a certain distance from and to the elastic alternating beam 17 of the steel pillar, which is an H beam, to fill the elastic filler 18 therebetween,

The mold beam 20 is formed to be rigidly connected to the upper portion of the elastic alternating beam 17 and the mold beam 40 of the steel, which is an H beam, and the mold beam is rigidly connected to the elastic alternating beam 17. While forming the connection part 60 interconnecting another mold beam 40 installed in succession to the (40) while installing a mold beam that is the upper portion of the bridge,

        The mold 12 and the mold beam 40 connected to the pylon 16 installed between the shift and the shift by the pylon yarn re-installation device 50, respectively, to be connected to each other, but a rigid beam and rigidly connected to the mold beam 40 The backstay cable 14 is fixedly connected by the fixing fixing brackets 30 provided on both sides of the abdomen of the 40, so that the displacement acting in the axial direction of the mold beam 40, which is the bridge top plate, is applied to the elastic alternating beam ( By absorbing the elasticity of the steel beam, which is the H beam of 17), to prevent displacement from occurring in the axial direction, to prevent the occurrence of negative reaction force in the alternating, and to avoid the installation of the negative reaction force device, The vertical load generated on the bridge is a steel bridge construction method that omits the alternating side reaction force device so that only the pylon 16 bears the structural system.

        2 is a view showing that the rigid alternating beam of the cable-stayed bridge and the mold beam and the backstay cable are fixed to the elastic alternating beam of the cable-stayed bridge omitting the alternating secondary reaction force device of the present invention. The backstay cable installed on the alternating side as the yarn 13 connected to the pylon 16 to the pylon 16 on both sides of the mold beam 40 of the part where the rigid beam connection 20 of the mold beam 40 was connected. To show that the fixed fixing bracket 30 is installed in the abdomen of the mold beam 40 for the connection of the.

        The fixed fixing bracket 30 is installed by welding the steel sheet to the abdomen side of the mold beam 40, and fixes one side end of the yarn 13 penetrating the steel plate of the fixing bracket 3 with a nut. , The extension portion of the other side of the yarn 13 is a structure to be fixed to the pylon 16 by the pylon yarn re-installation device 50 of the pylon (16).

        The back stay cable (14) is connected to the pylon (16), one end of which is formed on both sides of the mold beam 40 of the portion where the elastic alternating beam 17 and the mold beam 40 is rigidly connected In the fixed connection to the pylon 16, the mold beam 40 of which the backstay cable 14, which is fixedly connected to the pylon 16, is rigidly connected to the elastic alternating beam 17, by the special structure of the present invention dedicated to the vertical load only. It is fixedly connected to), and the elastic alternating beam and the rigidly connected mold beam are integrally resisted without the need for the secondary reaction force change device, and the pylon 16 plays an important role to support the vertical load.

        Figure 3 (a) (b) is a view showing in detail the connection portion of the mold beam of the present invention, Figure (a) shows a side view, Figure (b) shows a plane.

       When interconnecting the mold beam 40 of the steel cable-stayed bridge, the abdominal steel plate 48 is installed on both sides of the abdomen 43 of the mold beam and bolted to 47, protruding to protrude to the lower side of the upper flange 41 While installing the steel plate 44 on both sides, the upper and lower steel plates 45 and 46 are installed on the upper and lower portions of the protruding steel plate 44 and bolted to connect the mold beam 40 to the lower flange 42. In the upper and lower portions of the steel beam bridge of the present invention to install the upper and lower steel plates (44, 45) and the connecting portion 60 for bolting (47) so that only displacement in the axial direction of the present invention It is to work strongly.

        Conventionally, since the perforated plate is high, there is a problem in that the mold of the conventional cable-stayed bridge, where vertical and axial forces simultaneously act by connecting the steel plate only to the abdomen and the lower flange, is weak.

        In other words, when the steel cable-stayed bridge of the present invention is used for cross-linking, when the perforated plate is installed on the upper part of the mold beam 40, the upper part of the bridge beam is connected to the connection part 60 for interconnecting the mold beam and the mold beam 40. The steel plate steep bridge of the present invention by attaching a separate steel plate 44 so as to protrude to both sides of the abdomen 43, which is an additional reinforcing device of the steel plate and bolted to the steel plate (45, 46) attached to the upper and lower portions of the steel plate The load applied to the axial direction of the bridge beam of the bridge is structurally strong so that the bridge and the lower flange can be directly connected to each other without the connection of the upper flange in consideration of the height of the perforated plate. This is to improve the structural weakness that can not effectively bear the load acting in the axial direction.

Figure 4 (a) (b) is a view showing in detail that the installation of the pylon steel material installation device in the hollow steel pipe of the pylon of the present invention in connection with a fixed installation, the steel material in a certain position of the hollow steel pipe 53 of the pylon (13) Install the pylon material installation device to install and connect the material here fixedly.
The pylon yarn re-installing device 50 is installed through the shear wall plate 52 in an oblique cross section of the hollow steel pipe 53, which is a pylon as shown in FIG. 4 (b), and then the outside of the steel pipe 53 and the shear The fixed brackets 51 are welded and attached to both side ends of the wall plate 52 (see FIG. 4A), and one side end of the yarn 13 is installed on the fixed bracket 51, and the yarn is fixed and fixed with a nut. To attach the guide tube (not shown) to the shear wall plate surface, and insert the yarn 13 in the attached guide tube.
The other end of the yarn 13 extending through the guide tube is fixed to the mold beam 40, so that one end of the yarn 13 is fixed to the pylon 16, the other end of the yarn 13 Is to be fixed to the mold beam 40.

          As described above, the installation of the yarn 13 through the steel pipe 53 by using the pylon yarn installation device 50 is to allow the mold beam to be strongly supported by the yarn.

In addition, guide pipes are installed at both ends of the shear wall plate installed diagonally through the steel pipe, and the other end of the extended yarn is fixed to the mold beam by passing the yarn in the guide tube.
At this time, the guide pipe is installed because the yarn repeatedly moves on the shear wall plate surface according to the cyclic load acting on the mold beam connected by the yarn, so that the surface where the sand and the shear wall plate are in direct contact with each other is worn. This is to prevent.
The guide tube is installed as described above, and the yarn is extended through the guide tube so that the yarn and the shear wall plate are not directly in contact with each other, thereby preventing the yarn and shear wall plate from being worn, thereby reducing the cross-sectional area caused by the wear. This is to avoid adversely affecting the bridge.

       The material installed in the guide tube can be filled with anti-rusting and lubricating materials to prevent wear and corrosion.

        Since the pylons bear only vertical loads, the efficient hollow circular sectioned steel pipe is used.

        Conventional pylons are designed to receive both vertical and horizontal loads at the same time, and require large cross-sectional forces, so that the pylon installation cost is overestimated and has been a waste of construction costs, but the pylons of the present invention are designed to be dedicated to vertical loads only. Since the hollow circular steel pipe with high efficiency is used, the construction cost is reduced by installing the pylon with the construction cost greatly reduced compared to the conventional pylon installation cost.

        5 and 6 are views showing an embodiment of the rigid connection portion connecting the elastic alternating beam and the mold beam of the present invention, the mold beam (40) and the elastic beam (17) of the mold beam of the rigid connection portion ( A vertical reinforcing material 21 is welded between the upper and lower flanges 41 and 42 of the 40 and the abdomen 43, and a horizontal reinforcing material is formed between the upper and lower flanges 41 and 42 of the elastic alternating beam 17 and the abdomen 43. 22) is welded and the steel connection part 20 which selectively installed the haunch 23 in both the left, right, or left and right sides of the corner part in which the said vertical and horizontal reinforcing materials 21 and 22 were installed.

        The present invention is prefabricated by connecting the steel beams of the H beam to install the mold beam, and to connect them fixed by the sand connected to the pylon, and rigidly connecting the bridge beam of the mold beam and the elastic shift beam, the bridge shaft direction of the bridge beam Displacement acts as the H-beam of the elastic alternating beam, so that it is absorbed by the elastic alternating so as to be absorbed by the elastic alternating, so that the installation of the secondary reaction force device is omitted in the alternation, and only the vertical load is dedicated to the pylon as the piling. It is possible to reduce the overall construction cost of bridges by eliminating the installation of the secondary reaction bridge device while reducing the overall construction cost by inducing the distribution of force to induce the distribution of the roles, thereby eliminating the installation of bridges. It is a steel bridge construction method that omits a shift reaction force device to reduce maintenance costs.

Claims (6)

        On the base 11 provided at both sides of the bridge to be installed, the elastic shift beams 17 of the steel pillars, which are H beams, are provided at regular intervals from the shifts 15 serving as the conventional shifts. To fill the elastic filler 18,         Forming a rigid connection part 20 to be rigidly connected to the upper portion of the elastic alternating beam 17 and the mold beam 40 of the steel, which is an H beam,         Installing a mold beam which is the upper part of the bridge while forming a connecting portion 60 interconnecting another mold beam 40 installed in succession with the mold beam 40 and the elastic alternating beam 17 and the rigid connection 20 ,         The pylon yarn re-installation device 50 is installed on the pylon 16 installed between the shifts and shifts, and the pylon 16 and the mold beam 40 are connected to each other by the material 12 connected to the pylon yarn re-installation device. The backstay cable, which is a yarn, is fixedly connected by fixing fixing brackets installed at both sides of the abdomen of the mold beam, which is rigidly connected to the elastic alternating beam, so that the displacement acting in the axial direction of the mold beam is changed. The steel cable-stayed bridge without the alternating secondary reaction force device, which is characterized by having a structural system that is absorbed by the elasticity of the elasticity, and the vertical load generated on the bridge is to bear only the pylons Way.         The method of claim 1,        The fixing fixing bracket is installed by welding a steel sheet to the abdomen side of the mold beam, and the one end of the yarn penetrating the steel plate is fixed by a nut, and the extension of the other end of the yarn is connected to the pylon. Steel cable-stayed bridge construction method omitting alternate side reaction force device characterized by being.         The method of claim 1,         The connecting portion is installed on both sides of the abdomen of the mold beam and bolted, while installing the upper and lower steel plates on the upper and lower parts of the protruding steel plate while attaching the protruding steel plate on both sides so as to protrude sideways to the lower side of the upper flange. Construction method of steel cable-stayed bridge omitting the alternating secondary reaction force device, characterized in that the mold beam is connected to the upper and lower steel plates and bolted together at the same time.         The method of claim 1,         The pylon yarn re-installing device is installed by passing through the shear wall plate to the oblique end surface of the steel pipe at a predetermined position of the hollow circular steel pipe of the pylon, then welding and attaching the fixing brackets to the end portions of both sides of the shear wall plate, respectively, the fixing bracket Guide tubes are attached to both sides of the attached shear wall plate, and one side end of the yarn installed in the fixing bracket is fixed and fixed with a nut so that the yarn is inserted into the guide tube and the other end of the yarn is connected to the mold beam. Steel cable-stayed bridge construction method omitting alternate side reaction force device which is characterized by being extended to be fixed.        The method of claim 4, wherein        The steel cable-stayed bridge construction method omitting the alternate side reaction force device characterized in that it is filled with a material for preventing the wear and corrosion of the material inserted through the guide tube.         The method of claim 1,         The rigid connection portion welds vertical reinforcement between the upper and lower flanges of the mold beam and the abdominal portion of the portion of the mold beam and the elastic alternating beam is welded, the horizontal reinforcement between the upper and lower flanges of the elastic alternating beam and the abdomen, and the vertical and A method for constructing steel cable-stayed bridges, omitting the alternate side reaction force device, which is characterized by the optional installation of haunches on the left, right, or left and right sides of the corners where horizontal reinforcement is installed.

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