KR20170038368A - Rolling method of girder using the rolling apparatus - Google Patents

Rolling method of girder using the rolling apparatus Download PDF

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Publication number
KR20170038368A
KR20170038368A KR1020150137660A KR20150137660A KR20170038368A KR 20170038368 A KR20170038368 A KR 20170038368A KR 1020150137660 A KR1020150137660 A KR 1020150137660A KR 20150137660 A KR20150137660 A KR 20150137660A KR 20170038368 A KR20170038368 A KR 20170038368A
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South Korea
Prior art keywords
girder
span
installing
support
towing
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KR1020150137660A
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Korean (ko)
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KR101775014B1 (en
Inventor
조현
우동인
송태언
배민혁
전승민
조우일
천상욱
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쌍용건설 주식회사
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E01D21/06—Methods or apparatus specially adapted for erecting or assembling bridges by translational movement of the bridge or bridge sections

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The present invention provides a bridge installation method for installing a girder (100) of a span of multiple bridges, the method comprising: installing a vent (300) in a span (A) region where the girder (100) is installed; Installing a rolling apparatus (200) for towing the girder (100) on the top surface of a bottom plate (1) installed on one side or both sides adjacent to the span (A) region; A girder mounting step of mounting the girder (100) on the rolling apparatus (200); Installing a traction device (400) for towing the girder (100) on the opposite side of the bottom plate (1); A pulling member mounting step of connecting the pulling device 400 and the pulling member 410 to the girder 100; A girder mounting step 1 for driving the towing device 400 to mount the girder 100 on a mounting device 500 installed in the span-mounted span part 2 for span span; Removing the hypothetical vent (300); And a second stage of a girder installation step of driving the installation device 500 in a downward direction to mount the girder 100 on a schedule device.
According to the present invention, as a method for constructing a part of a bridge by using a rolling device and a traction device in a section of a continuous bridge in which a crane can not be used, it is possible to construct the bridge without an expensive installation device.
In addition, since the construction time is short, the construction period can be minimized, and the rolling device and the towing device can be used regardless of the length and the size of the bridge.

Figure P1020150137660

Description

[0001] ROLLING METHOD OF GIRDER USING THE ROLLING APPARATUS [0002]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a civil engineering field, and more particularly, to a method of constructing a girder of a span of multiple bridges using a rolling device.

It is general that the girders of bridges are constructed in such a way that they are lifted and fixed by a crane.

However, it is difficult to apply the upper crane method to the construction of bridges depending on the surrounding structure or site conditions.

Particularly, it is problematic when it is difficult to apply crane method to only some span.

The ILM (Incremental Launching Method) method has been developed. However, this method has a problem in that it is not economical because it requires a large-scale provisional work (reaction force, moving lane, etc.) on the premise of construction of the entire bridge.

SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and it is an object of the present invention to provide a bridge without a crane.

In addition, since the construction time is short, the construction period can be minimized.

The rolling device and the traction device of the present invention are applicable to all sites regardless of the length and the size of the bridge.

The present invention relates to a method of installing a girder (100) of a span of multiple bridges, comprising the steps of installing a vent (300) in a span (A) A rolling apparatus installing step of installing a rolling apparatus 200 for pulling the girder 100 on the upper surface of one side bottom plate 1 adjacent to the area A, A step of installing a towing device 400 for towing the girder 100 on the opposite side of the one side of the bottom plate 1, a step of installing a towing device 400, 100 installed at both ends of the span of the span A by driving the towing device 400 to drive the girder 100 to the mounting device 500 , A step of removing the temporary vent (300), a step of removing the temporary vent (300), and a step of removing the temporary vent And a third stage of a girder holding step of moving the girder 100 to a co-ordinate apparatus by driving the girder 100 to be lowered in height.

It is preferable to install the hypothetical vent 300 at a pulling height h of the girder 100 in order to support the girder 100 when the girder 100 is pulled.

It is preferable that the ventilation roller 310 is provided on the upper portion of the temporary vent 300 so as to contact the lower surface of the girder 100 and rotate in a direction in which the girder 100 is pulled when the girder 100 is pulled .

The rolling apparatus 200 includes a plurality of rollers 230 installed to rotate in a traction direction of the girder 100 in a traction section 10 where the girder 100 is pulled, A plurality of support plates 220 provided on the upper surface of the plurality of rollers 230 and a support member 220 mounted on the upper surface of the plurality of support plates 220 to support the girders 100 while holding the camber of the girders 100. [ (210).

A plurality of supports 210 are provided on the lower surface of the girder 100 at intervals along the longitudinal direction of the girder 100 and at the respective mounting positions are heightened to fit the camber of the girder 100 It is preferable to adjust it.

The support plate 220 may be installed to support the support 210 in a plurality of lengthwise directions of the girder 100.

The roller 230 is a structure in which a plurality of cylindrical pipes are arranged in a heated state and the girder 100, the support plate 220 and the support 210 are driven by the traction device 400, 10 so as to be pulled along.

It is preferable that a guide frame 240 is provided on the traction section 10 on the top surface of the bottom plate A to prevent the rollers 230 from moving when the roller 230 is rotated.

The guide frame 240 is preferably installed on the bottom plate A so as to be positioned at both ends of the roller 230.

The roller 230 rotates in the direction of the span A along the traction section 10 together with the girder 100 by driving the traction device 400 in the second stage of the girder mounting, It is preferable that the roller 230, the support plate 220 and the support 210 which have been rotated to the support unit 2 drop down to the region of the span A.

It is preferable that the towing device 400 is installed on the other side bottom plate 3 located on the opposite side of the one side sea plate 1 in the towing device installing step.

The mounting device 500 supports the girder 100 at a position higher than the calibration device where the girder 100 is mounted when the girder 100 is towed in the second stage of the girder installation, It is preferable that the height of the girder 100 is changed to a lower position than that of the calibration apparatus so that the girder 100 is placed on the calibration apparatus.

INDUSTRIAL APPLICABILITY The present invention is a method for constructing a section of a continuous bridge that can not use a crane by using a temporary vent, a rolling device, and a traction device.

Further, since the installation time and disassembly time of the rolling device and the traction device are short, the present invention can minimize the construction period.

The rolling device and traction device of the present invention are applicable to all sites regardless of the length and the size of the bridge.

1 is a view showing a girder installation of a conventional bridge using a crane.
2 is a view illustrating a girder installation according to an embodiment of the present invention.
3 is a perspective view of a girder installed in accordance with an embodiment of the present invention;
Figure 4 is a girder perspective view mounted on a rolling device in accordance with one embodiment of the present invention.
5 is a perspective view of a rolling device in which a guide frame is removed according to an embodiment of the present invention.
6 is a sectional view of a hypothetical vent according to an embodiment of the present invention.
7 is a cross-sectional view of a rolling device and a girder installed in a traction section according to an embodiment of the present invention.
8 is a section view of a girder mounted on a rolling device in accordance with one embodiment of the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will now be described in detail with reference to the accompanying drawings, in which like reference numerals refer to like and corresponding parts throughout the several views. A description thereof will be omitted.

It is also to be understood that the terms first, second, etc. used hereinafter are merely reference numerals for distinguishing between identical or corresponding components, and the same or corresponding components are defined by terms such as first, second, no.

In addition, the term " coupled " is used not only in the case of direct physical contact between the respective constituent elements in the contact relation between the constituent elements, but also means that other constituent elements are interposed between the constituent elements, Use them as a concept to cover each contact.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a girder according to an embodiment of the present invention; FIG.

A bridge construction method for installing girders (100) of a span of several bridges according to the present invention includes the steps of installing a vent in a span area (A) where a girder (100) A rolling apparatus installation step for installing a rolling apparatus 200 for pulling the girder 100 on the upper surface of the one side bottom plate 1 adjacent to the region of the girder 100 mounted on the rolling apparatus 200; A step of installing a traction device 400 for installing a traction device 400 for towing the girder 100 on the opposite side of one side of the bottom plate 1 and a step of installing a traction member 410 on the girder 100 A girder installation stage 2 in which the girder 100 is mounted on a mounting device 500 installed on both supporting portions 2 in the span A region, 300) and a girder installation (500) driving the girder (100) to lower the height of the girder (500) It includes three steps.

The girders of bridges are generally hoisted by a crane.

However, there are cases where it is not possible to apply the crane method to some span of the bridge depending on the surrounding structure or other site conditions.

The ILM (Incremental Launching Method) method has been developed. However, this method has a problem in that it is not economical because it requires a large-scale provisional work (reaction force, moving lane, etc.) on the premise of construction of the entire bridge.

In addition, the ILM method is difficult to apply to other sites because the size and scale of the equipment is designed to be optimized for a specific site.

However, according to the present invention, it is possible to quickly and stably construct a girder of a span of multiple bridges by using the temporary vent 300, the rolling device 200, and the traction device 400.

Since the rolling apparatus 200 is installed on the top surface of the finished bottom plate adjacent to the span A area, it is not necessary to secure a separate working space.

In addition, since the rolling device 200 of the present invention has a structure using a plurality of cylindrical pipes, it can be driven without a separate power device, and can be used in all fields.

Since the girder 100 pulled by the pulling device 400 is supported while being held at the pulling height by the mounting device 500 and the provisional vent 300, it is stably installed.

The temporary venting, rolling and traction devices for the girder traction are constructed and disassembled with ease, which shortens the process time.

It is preferable to install the hypothetical vent 300 at the pulling height h of the girder 100 in order to support the girder 100 when the girder 100 is pulled.

In this case, the temporary vent 300 is installed so as to coincide with the height of the girder 100 pulled from the upper surface of the completed bottom plate 1, thereby stably supporting the girder 100.

In addition, the height of the hypothetical vent 300 can be adjusted so as to prevent impact or jamming when towing, depending on the camber of the bridge and the installation position.

It is preferable that the vent roller 310 is installed on the upper portion of the hypothetical vent 300 so as to contact the lower surface of the girder 100 and rotate in a direction in which the girder 100 is pulled when the girder 100 is pulled.

In this case, since the venting roller is provided on the upper surface of the hypothetical vent, the lower portion of the girder does not suffer damage due to friction.

The rolling apparatus 200 includes a plurality of rollers 230 that are installed in the traction section 10 in which the girder 100 is pulled to be rotated in the pulling direction of the girder 100, And a support table 210 installed on the upper surface of the plurality of support plates 220 to support the girder 100 while maintaining the camber of the girder 100 Do.

In this case, since the girder is supported by the support plate and the support plate is supported by the rollers, the frictional force at the time of driving the traction device 400 can be minimized.

In addition, since the supporting table for supporting the camber of the girder is installed on the upper surface of the receiving plate, the girder is pulled while maintaining the camber.

A plurality of support rods 210 are provided on the lower surface of the girder 100 at intervals along the longitudinal direction of the girder 100 and the girder rods are installed to be adjusted in height to match the camber of the girder 100 .

In this case, since the height of the support can be adjusted so as to match the amount of the other cymbals along the longitudinal direction of the girder, the girder can be moved to the non-stressed state in the traction section.

It is preferable that the support plate 220 is installed to support a plurality of support members 210 in the longitudinal direction of the girder 100.

In this case, since a plurality of support rods are assembled and installed, it is easy to install the rolling rods, and a plurality of rods can be supported by the respective rods.

The roller 230 has a structure in which a plurality of cylindrical pipes are arranged in a row so that the girder 100, the support plate 220 and the support 210 are pulled along the traction section 10 by driving the traction device 400. It is preferable to rotate and move.

In this case, since the roller is installed in the traction section in a cylindrical pipe, it minimizes the frictional force during traction and minimizes the power of the traction device.

It is preferable that a guide frame 240 is provided on the traction section 10 on the upper surface of the bottom plate A to prevent the rollers 230 from coming off when the roller 230 is rotated.

In this case, since the guide frame is provided in the traction section, the roller is rotated without moving along the guide frame.

The guide frame 240 is preferably installed on the bottom plate A so as to be positioned at both ends of the roller 230.

In this case, the guide frame is provided on the upper surface of the bottom plate at a wider interval than the length of the roller.

Therefore, friction with the guide frame does not occur when the roller is rotated.

Further, the roller is not separated from the traction section along the guide frame.

The roller 230 rotates in the direction of the span A along the traction section 10 together with the girder 100 by the driving of the traction device 400 in the second stage of the girder mounting, It is preferable that the moved roller 230, the support plate 220, and the support table 210 are dropped to the lower side of the span A region.

In this case, when the girder is pulled, the roller, the support plate, and the support frame are sequentially moved to the receiving portion 2 in accordance with the pulling of the girder, and sequentially fall down to the lower side of the span A region as the girder is pulled. It is easy to dismantle.

It is preferable to install the traction device 400 on the other side bottom plate 3 located on the opposite side of the one side sea plate 1 in the traction device installation step.

In this case, since a traction device is provided on the other side bottom plate 3, a separate auxiliary hole for installing the traction device is not required.

The mounting device 500 supports the girder 100 at a position higher than the coordinate device where the girder 100 is mounted when the girder 100 is pulled at the second stage of the girder mounting, Preferably, the height changes to a lower position than the calibration device to be mounted on the device.

In this case, the girder which is pulled up to the span A by the pulling device is mounted on the co-ordinate device by driving of the placing device.

Thus, the process of mounting the girders is easy, and the girders can be coupled to the precise positions of the coordinate devices.

It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention as defined in the appended claims. It is to be understood that both the technical idea and the technical spirit of the invention are included in the scope of the present invention.

A: Span h: Traction height
1: bottom plate 2:
10: Traction section 100: Girder
200: rolling device 210: support
220: support plate 230: roller
240: guide frame 300: hypothetical vent
310: vent roller 400: traction device
500: mounting device

Claims (12)

A bridge construction method for installing a girder (100) of a part of span of multiple bridges,
Installing a vent (300) in a span (A) area where the girder (100) is installed;
A rolling apparatus installing step of installing a rolling apparatus 200 for towing the girder 100 on a top surface of one side bottom plate 1 adjacent to the span A region;
A girder receiving step 1 in which the girder 100 is mounted on the rolling apparatus 200;
A towing device installing step of installing a towing device (400) for towing the girder (100) opposite to the one side bottom plate (1);
A pulling member mounting step of connecting the pulling device 400 and the pulling member 410 to the girder 100;
A second stage of a girder installation step of driving the towing device 400 to place the girder 100 on a mounting device 500 provided on both supporting portions 2 of the span A region;
Removing the hypothetical vent (300); And
And a third stage of a girder installation step of mounting the girder (100) on a co-ordinate apparatus by driving the elevation apparatus (500) to a lower height.
The method according to claim 1,
In the vent setting step,
Wherein the temporary vent 300 is installed at a pulling height h of the girder 100 to support the girder 100 when the girder 100 is towed.
3. The method of claim 2,
The ventilation roller 310 is installed on the upper portion of the hypothetical vent 300 so as to contact the lower surface of the girder 100 and rotate in a direction in which the girder 100 is pulled when the girder 100 is pulled. A method of towing a girder of a bridge.
The method according to claim 1,
In the rolling device installation step,
The rolling apparatus 200 includes a plurality of rollers 230 installed to rotate in a traction direction of the girder 100 in a traction section 10 where the girder 100 is pulled.
A plurality of support plates 220 installed on the upper surface of the plurality of rollers 230; And
And a support table (210) installed on the upper surface of the plurality of support plates (220) to support the girder (100) while maintaining the camber of the girder (100).
5. The method of claim 4,
A plurality of supports 210 are provided on the lower surface of the girder 100 at intervals along the longitudinal direction of the girder 100 and at the respective mounting positions are heightened to fit the camber of the girder 100 Wherein the bridge is installed in a controlled manner.
5. The method of claim 4,
The base plate 220
Wherein a plurality of girders are installed in the longitudinal direction of the girders to support the girders.
5. The method of claim 4,
The roller 230 has a structure in which a plurality of cylindrical pipes are arranged in a row,
Wherein the girder (100), the support plate (220), and the support base (210) are rotationally moved so as to be pulled along the traction section (10) by driving the traction device (400) Way.
5. The method of claim 4,
Wherein a guide frame (240) is installed in the pulling section (10) on the top surface of the bottom plate (A) to prevent the rollers (230) from coming off when rotating.
9. The method of claim 8,
The guide frame (240)
Is installed on the bottom plate (A) so as to be positioned at both ends of the roller (230).
10. The method of claim 9,
The roller (230)
(2) in the direction of the span (A) along the pulling section (10) together with the girder (100) by the driving of the traction device (400) Wherein the roller (230), the support plate (220), and the support base (210) are rotated downward to a lower side of the span (A) area.
The method according to claim 1,
In the traction device installation step,
Wherein the towing device (400) is installed on the other side bottom plate (3) located on the opposite side of the one side sea plate (1).
The method according to claim 1,
The mounting device 500 includes:
The girder 100 is supported at a position higher than the coordinate system where the girder 100 is mounted when the girder 100 is pulled up in the second stage of the girder installation,
Wherein a height of the girder is changed to a position lower than the calibration apparatus so that the girder is mounted on the calibration apparatus in a third stage of the girder installation.
KR1020150137660A 2015-09-30 2015-09-30 Rolling method of girder using the rolling apparatus KR101775014B1 (en)

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KR20170038368A true KR20170038368A (en) 2017-04-07
KR101775014B1 KR101775014B1 (en) 2017-09-05

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108517776A (en) * 2018-03-02 2018-09-11 中铁大桥局集团有限公司 A kind of counter-force seat for steel truss girder incremental launching construction
CN110342413A (en) * 2018-04-04 2019-10-18 中国二十冶集团有限公司 Simple traction method for prestressed girder
CN112227212A (en) * 2020-10-10 2021-01-15 招商局重庆交通科研设计院有限公司 Assembled bridge construction equipment

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5114032B2 (en) * 2006-08-23 2013-01-09 株式会社大滝油圧 Transporting heavy items

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108517776A (en) * 2018-03-02 2018-09-11 中铁大桥局集团有限公司 A kind of counter-force seat for steel truss girder incremental launching construction
CN110342413A (en) * 2018-04-04 2019-10-18 中国二十冶集团有限公司 Simple traction method for prestressed girder
CN112227212A (en) * 2020-10-10 2021-01-15 招商局重庆交通科研设计院有限公司 Assembled bridge construction equipment
CN112227212B (en) * 2020-10-10 2021-07-20 招商局重庆交通科研设计院有限公司 Assembled bridge construction equipment

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