KR20110080499A - Apparatus of constructing bridge and method of constructing bridge by using the same - Google Patents

Abstract

PURPOSE: Bridge construction device and method are provided to enable continuous construction of a concrete column and bridge copping and save bridge manufacturing cost and period since a form for the concrete column, a worktable and a support are installed. CONSTITUTION: A bridge construction device comprises a concrete-column form(100), a worktable(300) and a support(200). The concrete-column form can move up and down. The concrete-column form has an extending structure. The worktable is installed at the lower part of the concrete-column form. The worktable can move up and down. The support is installed at the lower part of the worktable. The support can move up and down and has an extending structure. The concrete-column form comprises inner forms(110,140), a guide bracket(420) and a roller guide beam(410). Concrete is placed in the inner form to from a shape of a column.

Description

Apparatus of Constructing Bridge and Method of Constructing Bridge by Using the Same}

The present invention relates to a bridge construction apparatus and a bridge construction method using the same, and more particularly, to a bridge construction apparatus capable of continuous construction of large concrete columns and bridge goping in the field and a bridge construction method using the same.

A bridge is an elevated structure that is installed above the ground or above the surface of the water to cross rivers, lakes, straits, bays, canals, lowlands, or other traffic or structures. Say. The bridge is constructed by installing columns and piercing on the ground or supporting structure and then connecting the top plate to the top of the piercing. Here, the column (column) is one of the basic skeleton to form the building space, is a vertical member (垂直 材) to support the load of the upper, the bridge goping is a long top plate supporting structure installed on the column of the bridge.

Conventional column and piercing construction method is to construct column formwork on site in case of small bridges, and then install concrete, and in case of large bridges, transport the manufactured concrete column and use column unit by crane To stack vertically or to construct a concrete column using the formwork at the site was used to stack the manufactured concrete column. In addition, according to the prior art piercing was installed by installing a workbench and a copper bar on the column formed on the top of the piers piercing formwork for the pier, and the method of manufacturing by pouring reinforcing steel and concrete in the formwork. However, the prior art is a method of manufacturing a concrete column and pier ping separately, it is difficult to install a concrete column in the field when a large high pier is installed, it takes a lot of installation cost and transportation cost, long working time There was a problem. In addition, the bridge construction is not an automated continuous work method, there was a problem that a lot of safety accidents of the worker occurs because the work table is narrow.

Registration Utility Model No. 253550 relates to "hydraulic bearing structure of bridge concrete piercing of reinforced concrete structures", the hydraulic jack 1 is installed in the center of the rectangular box, the hydraulic connector is formed in the rectangular box, the fixed frame base is formed at the top A vertical support hydraulic jack having a plurality of fastening bolt holes 1 formed in the fixing frame support; A support fixing frame coupled to the fixing frame supporting portion of the vertical support hydraulic jack, wherein two members having a cross-section having a 'c' shape are coupled with a tightening bolt and a plurality of fastening bolt holes 2 are formed in the flange portion; A piercing bottom formwork frame coupled to an upper portion of the support fixing frame, wherein formwork connecting beams, steel frame support beams, horizontal support beams, and a bottom plate are integrally coupled to each other, and a hooping reinforcing bar is arranged on an upper portion of the bottom plate; An outer wall formwork having a structure seated on both sides in the longitudinal direction of the piercing bottom formwork, the inner wall formwork of the plate being in close contact with the inner side and having a plurality of fastening bolt holes 3 formed in close contact with the bottom plate; A formwork fixing frame which is fastened to the supporting frame and the piercing bottom formwork of the supporting frame, the square bars are coupled in a rectangular structure, and a width adjusting bolt is installed at one side of the square bar to firmly fasten the bottom plate and the outer wall formwork; While being coupled to the steel frame support beam and the support fixing frame, the hydraulic jack 2 and the support portion are coupled to the support fixing frame by the fastening bolt while the hydraulic jack 2 and the support portion are coupled to the hinge structure at one side, and the hydraulic jack 2 and the coupling plate are hinged at the other end. Disclosed is a hydraulic support structure consisting of a formwork receiving hydraulic jack coupled to the steel frame support beam in the coupled state to the fastening bolts. However, the prior art is a method of manufacturing a concrete column and pier ping separately, it is possible to install a small pier, but difficult to install a large pier, it is difficult to use in the construction site of a large bridge because the load bearing capacity of the vertical support hydraulic jack is weak. There was a problem.

In addition, the Utility Model No. 253546 relates to the "pier piercing copper barge device using hydraulic jack and steel frame", the height adjustment hydraulic jack 20 at the bottom of the non-basement barge device of the pier at the top of the hydraulic line 22 Hydraulic jack handle 23 is connected to the hydraulic jack adjusting device 25 is formed, the steel column 30 of the rectangular cross-section to the upper portion of the height adjustment hydraulic jack 20 is fastened by a joint bolt 35 The steel pillars 30 are supported by the reinforcement beams 40 in the transverse direction, and two hydraulic jacks 50 in each of the four steel pillars are fastened to the hydraulic jack bearing cross beams 45 by the hydraulic jack bearings 51. And, the lower end of the hydraulic jack 50, the hydraulic jack adjusting device 25 is connected by the hydraulic line 22, the upper end of the hydraulic jack 50 is fastened by the support frame 55 and the hydraulic jack bearing 51, At the top of the square support 60 is mounted, the top of the square 60 ' The bridge hooping club, characterized in that the formwork frame 65 is installed by adjusting the length of the hydraulic jack 50 in accordance with the angle of the bridge piercing (10) of the bridge to be installed The device is disclosed. However, the prior art has a problem in that the stability of the support structure of the steel column and the hydraulic jack has a problem, it is difficult to produce large bridges or large bridge piercing.

In order to solve the problems of the prior art, the present inventors can perform the continuous construction of concrete columns and bridge goping in the field, reduce the cost and duration of bridge production, and construct a bridge capable of manufacturing large bridges with high installation height. The device and bridge construction method using the same have been developed.

An object of the present invention is to provide a bridge construction apparatus capable of continuous construction of concrete columns and bridge goping in the field and a bridge construction method using the same.

Another object of the present invention is to provide a bridge construction apparatus and bridge construction method using the same can reduce the bridge production cost and duration.

Still another object of the present invention is to provide a bridge construction apparatus capable of manufacturing a large bridge with high installation altitude and a bridge construction method using the same.

The above and other objects of the present invention can be achieved by the present invention described below.

Bridge factory factory according to the present invention, movable up and down, formwork for concrete column having a hanging structure; A worktable installed below the formwork for the concrete column and movable up and down; And a support installed below the work table, movable up and down, and having a hanging structure.

Here, the formwork for the concrete column, by placing concrete therein can form the form of a column and a pair of internal formwork that can be expanded and contracted from side to side; A guide bracket having a structure straddling a predetermined position during vertical movement up and down; And it is possible to guide the roller moving up and down, characterized in that it comprises a roller guide beam having a vertical structure.

Formwork for the concrete column, the fixing beam is installed to connect to the outer surface of the inner formwork; And a plurality of cylinders installed in connection with the fixing beam and configured to transmit power capable of expanding and contracting the formwork.

The work table may have a structure in which horizontal beams and vertical beams are repeatedly crossed.

The support is a truss for stably supporting the load of the formwork and work table for the concrete column; A plurality of cylinders connected to the truss and configured to transmit power capable of moving the truss up and down; A hook member installed at each end of the plurality of cylinders, the hook member having a structure capable of being hooked at a predetermined position by moving up and down along the guide bracket; And a roller which allows the truss, the cylinder, and the hooking member to be stably moved up and down and is guided along the roller guide beam.

The truss is a circular truss for maintaining the stability by dispersing the load of the upper; A horizontal truss connected to the circular truss and installed to support a horizontal load; And a vertical truss connected to the circular truss and the horizontal truss and supporting the vertical load.

The plurality of cylinders are characterized by operating in a hydraulic manner.

The formwork for the concrete column is characterized in that the fixed is installed on the concrete structure for the support.

The factory setting may include a position correction sensor for horizontal and vertical position correction.

The bridge factory factory is characterized in that it further comprises a formwork for bridge piercing.

The piercing formwork for pier, the piercing panel to form a piercing, to maintain the shape; A beam for piercing fixing to be installed by being connected to an outer surface of the piercing panel; And a plurality of piercing cylinders which are respectively fixed to the beam piercing fixing beam and a workbench to transfer power for expansion and contraction of the piercing panel.

In addition, the bridge construction method using the bridge factory factory according to the present invention, the up and down, the step of placing reinforcing steel and concrete in the formwork for the first concrete column having a striking structure (S110); Installing a worktable movable up and down at the bottom of the formwork for the concrete column (S120); Step (S130) installing a support having a hanging structure, the movable table being movable up and down after raising the work bench; Lowering the work table and the support (S140); Installing a formwork for the second concrete column movable up and down on the worktable and having a hanging structure (S150); And moving the second concrete column formwork, the work table, and the support to the position of the upper surface of the first concrete column formwork (S160).

Here, the formwork for the first concrete column and the formwork for the second concrete column includes a pair of inner formwork, the pair of inner formwork is characterized in that the contraction and expansion to the left and right by the power transmission of the cylinder.

The pair of internal formwork is capable of guiding a guide bracket having a structure that is strung at a predetermined position and vertically moving rollers, and a roller guide beam having a vertical structure. The support is installed in the lower inner formwork of the trusses for stably supporting the load of the formwork for the concrete column and workbench; A plurality of cylinders connected to the truss and configured to transmit power capable of moving the truss up and down; Hanging member is installed at each end of the plurality of cylinders and has a structure that can move up and down along the guide bracket can be caught in a predetermined position; And a roller configured to stably move the truss, the cylinder, and the hooking member and to be guided along the roller guide beam. The roller is guided along the roller guide beam by power transmission of the plurality of cylinders. , The hanging member is characterized in that the concrete column is continuously formed in the vertical direction while moving up and down by a method that is stepped over the hanging structure of the guide bracket.

The bridge construction method includes the steps of: installing a piercing formwork on the lowered work platform; Raising the lowered work platform and the piercing formwork to the top of the formwork for the vertically formed concrete column; And placing reinforcing steel and concrete in the pier-goping formwork to form an elevation ping.

The bridge construction method, the step of dismantling bridge piercing formwork; Lowering the work platform on which the dismantled piercing formwork is mounted and lowering the piercing formwork; Elevating the work platform on which the pier-going formwork is placed; Dismantling the formwork for the concrete column on the raised workbench; And lowering the worktable on which the dismantled formwork for the concrete column is mounted, and then lowering the formwork for the concrete column.

The present invention is capable of continuous construction of concrete columns and bridge goping in the field, can reduce the cost and duration of the bridge production, it is possible to manufacture large bridges with high installation altitude, and also to install a ping formwork Since the members are not installed, the process is unified, which reduces the risk of installing the truss scaffold, and enables the worker to work on a wide and safe workbench when placing round formwork, reinforcing bars or concrete. It has the effect of providing the bridge construction apparatus which can be improved and the bridge construction method using the same.

1 is a perspective view schematically showing a bridge factory according to the present invention
Figure 2 is a perspective view schematically showing the state when expanding the formwork for concrete columns before pouring concrete
Figure 3 is a perspective view schematically showing the state when shrinking the formwork for concrete column before pouring concrete
4 is a perspective view schematically showing a state in which concrete is poured into formwork for concrete columns
Figure 5 is a perspective view schematically showing the state when expanding the formwork for concrete column after forming the concrete column
Figure 6 is a perspective view schematically showing the installation of a workbench on the bottom of the formwork for concrete columns
Figure 7 is a perspective view schematically showing the state when the formwork and worktable for the concrete column to the upper step up by using a cylinder
Figure 8 is a perspective view schematically showing the overall appearance of the bridge construction apparatus when expanding the formwork for concrete columns before pouring concrete
Figure 9 is a perspective view schematically showing the bridge factory installed with the formwork for bridge piercing of the present invention
10 is a perspective view schematically showing a bridge manufactured by using a bridge factory installed on the bridge piercing formwork of the present invention
11 is a flow chart schematically showing a bridge construction method using the bridge construction factory of the present invention

Hereinafter, a bridge construction apparatus and a bridge construction method using the same according to the present invention will be described in detail with reference to the accompanying drawings, but the present invention is not limited to the following description, and those skilled in the art will appreciate the present invention. The present invention may be embodied in various other forms without departing from the spirit of the invention.

1 is a perspective view schematically showing the bridge factory factory according to the present invention.

As shown in Figure 1, the bridge factory according to the invention the concrete column formwork 100 that can maintain the form of the concrete column to be placed therein, the worktable 300 is installed below the concrete column formwork, It is configured to include a support (200) installed in the lower worktable. Formwork for the concrete column 100 is made of a first internal formwork 110, a second internal formwork 140, the first internal formwork and the second internal formwork has a structure that can be reduced and expanded from side to side, the first The internal formwork and the second internal formwork may be shrunk to form concrete and / or reinforcing bars to form a concrete column. In addition, each of the first upper cylinder 120 and the second fixing beam 130 installed on the outer surface of the first inner formwork and the second fixing beam 160 installed on the outer surface of the second inner formwork, respectively. The upper cylinder 150 is fixedly installed to horizontally contract and relax the first inner formwork and the second inner formwork by contraction and relaxation of the cylinder.

Worktable 300 is to have a structure that can be moved up and down, after moving the workbench is a device that can mount the formwork 100 for the concrete column or move the worker up and down. The worktable is connected to the formwork for the concrete column is installed, it is preferable to configure to have an orthogonal horizontal plane by repeatedly crossing the horizontal beam and vertical beam for ease of operation and stability.

The support 200 is a device for supporting the load of the formwork and worktable for the concrete column, and to enable a stable bridge work, the skeleton structure consisting of a circular truss 210, a horizontal truss 240 and a vertical truss 260 Has In addition, the support may include a first lower cylinder 220 providing power for raising the work bench and the first internal formwork and a second lower cylinder providing power for raising the work bench and the second internal formwork ( 230, and includes a fastening member 250 at the end of the cylinder.

The formwork for concrete column 100 includes a roller guide beam 410 capable of guiding the roller moving up and down, a guide bracket 420 having a structure to be hooked in some sections during vertical movement, the support ( 200 is connected to a vertical truss and includes a roller 430 guided by the roller guide beam. In addition, the bridge construction apparatus 10 according to the present invention can be installed on the support concrete structure 500, for the accuracy of the bridge work, the device preferably includes a position correction sensor for horizontal correction.

Figure 2 is a perspective view schematically showing the state when expanding the formwork for concrete columns before placing concrete, Figure 3 is a perspective view schematically showing the state when shrinking the formwork for concrete columns before placing concrete, 4 is a perspective view schematically showing a state in which concrete is poured into a formwork for concrete columns, and FIG. 5 is a perspective view schematically showing a state when the formwork for concrete columns is expanded after the concrete column is formed.

As shown in Figures 2 to 5, the concrete column 510 can be continuously constructed using the bridge factory according to the present invention. First, the first inner formwork and the second and the second inner cylinder extended to the left and right by supplying hydraulic pressure to the first upper cylinder 120 connected to the first inner formwork 110 and the second upper cylinder 150 connected to the second inner formwork 140 The internal formwork is reduced to form the formwork for the concrete column. Thereafter, reinforcing steel in the formwork for concrete columns (not shown), and after pouring concrete to harden to produce a concrete column 510. In Figures 2 to 5 the support and the workbench are omitted for ease of understanding of the operation of the formwork for concrete columns.

Figure 6 is a perspective view schematically showing the installation of the work table on the bottom of the concrete column formwork, Figure 7 is a perspective view schematically showing a state when the formwork and work table for the concrete column is raised to the upper stage by using a cylinder. 8 is a perspective view schematically showing the overall appearance of the bridge construction device when expanding the formwork for concrete columns before pouring concrete.

As shown in Figure 6 to 8, the bridge factory factory according to the present invention is a structure that can be moved up and down by the operation of the cylinder of the support (200). First, by operating the first lower cylinder 220 and the second lower cylinder 230 to lower the work platform 300 near the bottom, and then a pair of formwork for concrete column 100 to form a concrete column on the top of the work platform (100) Install). Afterwards, when the first lower cylinder 220 is operated and moved upward, the hooking member 250 installed at the distal end of the first lower cylinder 220 is raised along the guide bracket 420, and over some sections. The guide bracket 420 has a structure. The order of latching may be configured to allow the lower cylinder to latch after the upper cylinder is covered, but the order is not limited. When the rise of the left position is completed by the operation of the first lower cylinder 220 on the left side, as in the above-described manner, the right position is raised by the operation of the second lower cylinder 230 to form a vertically continuous concrete column. This becomes possible. Therefore, the concrete column can be continuously formed by the operation of the bridge construction apparatus according to FIGS. 2 to 8, and since the continuous construction of the large column is possible, the bridge having excellent stability is produced even when the concrete column is formed at a high altitude. You can do it. In addition, the cylinder is preferably a hydraulic cylinder, but is not necessarily limited thereto, and other cylinders such as a pneumatic cylinder may be used depending on the construction purpose.

Figure 9 is a perspective view schematically showing the bridge factory installed with the piercing formwork of the present invention.

As shown in Figure 9, if the formwork for the concrete column of the desired height is continuously installed in the vertical direction, lower the support 200 and the work table 300 to the position of the supporting concrete structure 500. Then install the bridge ping ping dies 600 for forming the pier pier on the worktable (300). The piercing formwork 600 may form a piercing when the reinforcing steel and concrete is poured in the formwork, the bridge piercing panel 610 having a plate shape that can maintain the shape, shrinking and expanding the piercing panel It is configured to include a piercing piercing cylinder 620 for providing power that can be made and a piercing fixing beam 630 that is coupled to one side of the piercing piercing cylinder, which can support the movement of the piercing panel. After installing the piercing formwork 600, the piercing formwork, worktable and support are raised to the top of the formwork for concrete columns. The step of raising the piercing formwork to the top of the formwork for the concrete column is similar to the process of raising the formwork for the concrete column as described above, using the power transmitted from the cylinder. It spans the latching structure, and the roller 430 is guided upward by the roller guide beam 410. When the piercing formwork 600 is positioned in the upper direction of the formwork for the concrete column, after the reinforcement and concrete is poured into the piercing formwork to form a bridge by curing the concrete.

Figure 10 is a perspective view schematically showing the shape of the bridge manufactured using the bridge factory factory of the present invention.

As shown in FIG. 10, the large concrete column 510 may be stably installed on the support concrete structure 500 using the bridge factory of the present invention. In addition, after the construction of the concrete column is completed, the worktable 300 is lowered to mount and install the bridge piercing formwork to move to the top, and then the reinforcing bars and concrete to form the bridge piercing 520 can be manufactured in a continuous process. have. The bridge construction method described above is performed in the reverse order to complete the bridge by dismantling and placing the formwork for the bridge piercing and the formwork for the concrete column. In addition, the present process may further include a step of curing the concrete in some or all processes.

11 is a flowchart schematically showing a bridge construction method using the bridge construction factory of the present invention.

As shown in Figure 11, the bridge construction method using the bridge factory factory of the present invention is movable up and down, placing the reinforcing bars and concrete in the formwork for the first concrete column having a straddling structure (step S110), up and down Installing a worktable movable to the bottom of the formwork for the concrete column (step S120), After moving up the workbench is movable up and down under the worktable, and installing a support having a striking structure (step S130), the Lowering the work table and the support (step S140), installing a formwork for the second concrete column movable up and down on the work table, having a hanging structure (step S150) and the formwork, work table for the second concrete column And moving the support to the position of the upper surface of the formwork for the first concrete column (step S160). The bridge construction method may additionally include the step of forming the bridge piercing by placing the reinforcing bars and concrete in the bridge piercing form by additionally installing and raising the bridge ping ping formwork. In addition, the installation process of the formwork for the construction of the bridge is carried out in the reverse order to complete the construction of the bridge by dismantling and lowering the formwork for the concrete column and the formwork for bridge piercing.

When using the bridge construction device and the bridge construction method using the same according to the present invention can be immediately construction on site in the case of construction for large bridges, it is possible to shorten the air by the continuous construction of the column and pier goping, construction cost It can reduce the cost, and has the advantage that the construction of the high altitude column and pier ping can be carried out stably.

100: formwork for concrete column 110: first internal formwork
120: first upper cylinder 130: first fixing beam
140: second internal formwork 150: second upper cylinder
160: second fixing beam 200: support
210: circular truss 220: first lower cylinder
230: second lower cylinder 240: horizontal truss
250: fastening member 260: vertical truss
300: worktable 410: roller guide beam
420: guide bracket 430: roller
500: support concrete structure 510: concrete column
520: pier goping 600: piercing formwork
610: piercing panel 620: piercing cylinder
630: beam for beam piercing

Claims (16)

Movable up and down, formwork for concrete column having a hanging structure;
A worktable installed below the formwork for the concrete column and movable up and down; And
A support installed below the work table and movable up and down and having a hanging structure;
Bridge construction apparatus comprising a. According to claim 1, wherein the formwork for concrete columns, a pair of internal formwork that can form the shape of the column by placing concrete therein, and can be expanded and contracted from side to side;
A guide bracket having a structure straddling a predetermined position during vertical movement up and down; And
A roller guide beam capable of guiding the roller moving up and down and having a vertical structure;
Bridge construction apparatus comprising a. The method of claim 2, wherein the formwork for concrete columns, a fixing beam which is installed in connection with the outer surface of the inner formwork; And
A plurality of cylinders installed in connection with the fixing beam and configured to transmit power capable of expanding and contracting the formwork;
Bridge construction apparatus further comprises a. The bridge construction apparatus according to claim 1, wherein the work bench has a structure in which horizontal beams and vertical beams are repeatedly crossed. According to claim 2, The support, Truss for stably supporting the load of the formwork and worktable for the concrete column;
A plurality of cylinders connected to the truss and configured to transmit power capable of moving the truss up and down;
A hook member installed at each end of the plurality of cylinders, the hook member having a structure capable of being hooked at a predetermined position by moving up and down along the guide bracket; And
A roller configured to stably move the truss, the cylinder, and the hooking member and to be guided along the roller guide beam;
Bridge construction apparatus comprising a. The truss according to claim 5, further comprising: a circular truss for maintaining stability by dispersing an upper load;
A horizontal truss connected to the circular truss and installed to support a horizontal load; And
A vertical truss connected to the circular truss and the horizontal truss to support a vertical load;
Bridge construction apparatus comprising a. The bridge construction apparatus according to claim 3 or 5, wherein the plurality of cylinders operate in a hydraulic manner. The bridge construction apparatus according to claim 1, wherein the formwork for the concrete column is fixedly installed on the support concrete structure. The bridge construction apparatus according to claim 1, wherein the factory setting comprises a position correction sensor for horizontal and vertical position correction. The bridge construction apparatus according to claim 1, wherein the bridge factory further comprises a piercing formwork. The method of claim 10, wherein the piercing formwork for the pier,
A piercing panel for forming a piercing ping and maintaining its shape;
A beam for piercing fixing to be installed by being connected to an outer surface of the piercing panel; And
A plurality of pier-goping cylinders, each of which is fixed to the pier-going fixing beam and a work table to transmit power for expansion and contraction of the pier-going panel;
Bridge construction apparatus comprising a. The step of placing the reinforcing steel and concrete in the formwork for the first concrete column that is movable up and down, and has a hanging structure (S110);
Installing a worktable movable up and down at the bottom of the formwork for the concrete column (S120);
Step (S130) installing a support having a hanging structure, the movable table being movable up and down after raising the work bench;
Lowering the work table and the support (S140);
Installing a formwork for the second concrete column movable up and down on the worktable and having a hanging structure (S150); And
Moving the second concrete column formwork, work table and support to the position of the upper surface of the first concrete column formwork (S160);
Bridge construction method using a bridge factory factory characterized in that it comprises a. 13. The method of claim 12, wherein the formwork for the first concrete column and the formwork for the second concrete column include a pair of inner formwork, wherein the pair of inner formwork contracts and expands left and right by power transmission of the cylinder. Bridge construction method using the bridge construction plant characterized in that. The method according to claim 13, wherein the pair of inner formwork is capable of guiding the guide bracket and the roller moving up and down at a predetermined position when vertically moving up and down on its outer surface, the roller guide beam having a vertical structure Installed,
The support is installed below the pair of internal formwork, the truss for stably supporting the load of the formwork for the concrete column and the worktable; A plurality of cylinders connected to the truss and configured to transmit power capable of moving the truss up and down; Hanging member is installed at each end of the plurality of cylinders and has a structure that can move up and down along the guide bracket can be caught in a predetermined position; And a roller configured to stably move the truss, the cylinder, and the hooking member and to be guided along the roller guide beam.
The roller is guided along the roller guide beam by the power transmission of the plurality of cylinders, and the fastening member continuously forms the concrete column in the vertical direction while moving up and down by a method that is stepped over the fastening structure of the guide bracket. Bridge construction method using the bridge factory factory characterized in that. 15. The method of claim 14, wherein the bridge construction method comprises: installing a piercing formwork on a lowered work platform;
Raising the lowered work platform and the piercing formwork to the top of the formwork for the vertically formed concrete column; And
Pouring reinforcing bars and concrete into the bridge piercing formwork to form an elevation ping;
Bridge construction method using the bridge plant factory characterized in that it further comprises. 16. The method of claim 15, wherein the bridge construction method comprises: dismantling the piercing formwork;
Lowering the work platform on which the dismantled piercing formwork is mounted and lowering the piercing formwork;
Elevating the work platform on which the pier-going formwork is placed;
Dismantling the formwork for the concrete column on the raised workbench; And
Lowering the worktable on which the formwork for the disassembled concrete column is mounted and then lowering the formwork for the concrete column;
Bridge construction method using the bridge plant factory characterized in that it further comprises.

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