KR20160026077A - A Lifting Gantry, and An Operating Method The Same - Google Patents
A Lifting Gantry, and An Operating Method The Same Download PDFInfo
- Publication number
- KR20160026077A KR20160026077A KR1020140113915A KR20140113915A KR20160026077A KR 20160026077 A KR20160026077 A KR 20160026077A KR 1020140113915 A KR1020140113915 A KR 1020140113915A KR 20140113915 A KR20140113915 A KR 20140113915A KR 20160026077 A KR20160026077 A KR 20160026077A
- Authority
- KR
- South Korea
- Prior art keywords
- lifting
- gantry
- beams
- state
- lifting beams
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D11/00—Suspension or cable-stayed bridges
- E01D11/02—Suspension bridges
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
The present invention relates to a lifting gantry and a method of operating the lifting gantry.
In general, suspension bridges are constructed through work processes in which bridge blocks (girder blocks) constituting the upper structure of bridges are lifted and bridge blocks are sequentially connected and fixed in the longitudinal direction of bridges.
A gantry device is used for lifting the bridge block. The gantry device is placed on the side of the main cable installed in the longitudinal direction of the bridge of the suspension bridge and moves along the extension direction of the cable. Blocks are sequentially lifted.
Considering the fact that the gantry unit moves along the cable with the gantry unit spanned over the main cable, it is important to secure a structure that can move smoothly on the main cable side as well as the stability of the lifting Do.
As such apparatuses used for lifting bridge blocks of suspension bridges, there are Japanese Patent No. 10-1405010 and Japanese Patent No. 10-1349298.
However, Japanese Patent No. 10-1405010 does not have a lifting beam capable of raising the stability of lifting, but simply lifts the lower end of the lifting rope in a state where it is directly connected and fixed to the reinforcing type (bridge block) And operation reliability can not be expected.
In addition, although Patent No. 10-1349298 has a lifting beam (lifting bar), there is a disadvantage in that the lifting beam contacts with the rinsing cable of the main cable when moving along the main cable (suspension cable) have.
SUMMARY OF THE INVENTION The present invention has been proposed in order to solve the above problems,
SUMMARY OF THE INVENTION An object of the present invention is to provide a lifting gantry that not only improves the lifting stability of a bridge block when a suspension bridge is constructed but also has improved mobility for selecting a lifting position. It is a further object of the present invention to provide a method of operating said lifting gantry.
According to an embodiment of the present invention,
A gantry main body formed to be movable along a main cable of a suspension bridge;
Two lifting beams disposed beneath the gantry body and suspended by the bridge block;
A lifting part installed to lift the lifting beams at the gantry body side; And
A beam coupling part for coupling the lifting beams to each other in the beam length direction or releasing the coupling state;
.
According to another aspect of the present invention, there is provided a method of operating a lifting gantry,
Dividing the lifting beam;
Moving the gantry main body in a state where the lifting beam is divided; And
Reconnecting the lifting beam;
.
The present invention particularly provides a structure in which the lifting beam can be divided or reconnected in the longitudinal direction so that the lifting beam rinses when moving along the main cable for lifting positioning, The beam connection state can be easily manipulated so as to be movable.
Therefore, the present invention has the effect of securing further improved mobility and operation convenience in lifting work.
1 to 5 are views for explaining the structure and operation of a lifting gantry according to an embodiment of the present invention.
6 is a flowchart illustrating a method of operating a lifting gantry according to an embodiment of the present invention.
Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings. The embodiments of the present invention will be described within the range that can be easily carried out by those having average knowledge in the art. Accordingly, the present invention may be embodied in many different forms and should not be construed as limited to the embodiments set forth herein.
FIGS. 1 to 5 are views for explaining the structure and operation of a lifting gantry according to an embodiment of the present invention, and FIG. 6 is a flowchart for explaining a method of operating the lifting gantry.
1 to 5, a lifting gantry according to an embodiment includes a
The gantry
For example, as shown in Fig. 1, the gantry
That is, the gantry
The
The
The
The
The
The
The
That is, the
The
As shown in FIG. 1, the lifting gantry according to one embodiment may be provided with two (or four) of two lifting gantries on the two main cables W installed for suspending bridge construction. In order to increase the stability of the lifting gantry, And the gantry
On the other hand, a lifting gantry according to one embodiment includes a
The
The
The fastening member D1 can be a pin. Particularly, the fastening method using the pins has an advantage that the fastening structure is simple, and the fastening operation can be performed easily and quickly.
The protrusion D2 and the groove D3 may be formed on the connecting end side of the two
That is, the fastening member D1 can be fastened in a state as shown in FIG. 3 so as to generate a fastening force to hold the protruding portion D2 and the groove D3 in a coupled state. It is preferable that at least two fastening members D1 are fastened to the connection points of the
The
That is, when the bridge block G is lifted, the two
Particularly, in the divided beam form, for example, the bridge block G is lifted and rinsed and fixed to the cable W1 side, and then the gantry
A method of operating a lifting gantry according to one embodiment to match such moving work conditions will now be described with reference to the drawings.
Referring to FIG. 6, a method of operating a lifting gantry according to an embodiment includes a lifting beam splitting step S1, a gantry body moving step S2, and a lifting beam connecting step S3.
The lifting beam splitting step S1 is such that the two
That is, the lifting beam splitting step S1 releases the clamping state of the
The gantry
Then, the gantry
The lifting beam connecting step S3 connects the lifting
That is, in the lifting beam connecting step S3, the connecting ends of the lifting
Then, in a state where the gantry
2: gantry body 4: lifting beam 6: lifting part
8: beam clamping part S1: lifting beam splitting step S2: gantry body moving step
S3: lifting beam connection step
Claims (9)
Two lifting beams disposed beneath the gantry body and suspended by the bridge block;
A lifting part installed to lift the lifting beams at the gantry body side; And
A beam coupling part for coupling the lifting beams to each other in the beam length direction or releasing the coupling state;
. ≪ / RTI >
The two lifting beams,
And are arranged in a direction intersecting with the main cable while being mutually straight in the beam longitudinal direction.
The lifting unit includes:
A lifting gantry provided with a sheave and a wire and capable of lifting the lifting beams by a winding or unwinding action by the sheave and the wire at the gantry body side.
The beam-
Wherein the lifting gantry is provided so as to be capable of tightening or tightening the connection end side of the lifting beams by the fastening force of the fastening member or releasing the fastening state.
The fastening member
A lifting gantry comprising a pin.
b) moving the gantry body in a state where the lifting beam is divided; And
c) reconnecting the lifting beam;
Of the lifting gantry.
The step a)
The lifting gantry is released by releasing the clamping state of the two lifting beams coupled in the beam length direction.
The step b)
A method of operating a lifting gantry in which a gantry body moves in a state in which a rinse cable of a main cable passes between divided lifting beams.
The step c)
And the divided lifting beams are fastened and connected in a state in which they are mutually straight in the beam length direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020140113915A KR20160026077A (en) | 2014-08-29 | 2014-08-29 | A Lifting Gantry, and An Operating Method The Same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020140113915A KR20160026077A (en) | 2014-08-29 | 2014-08-29 | A Lifting Gantry, and An Operating Method The Same |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20160026077A true KR20160026077A (en) | 2016-03-09 |
Family
ID=55536539
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020140113915A KR20160026077A (en) | 2014-08-29 | 2014-08-29 | A Lifting Gantry, and An Operating Method The Same |
Country Status (1)
Country | Link |
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KR (1) | KR20160026077A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20180057310A (en) * | 2016-11-22 | 2018-05-30 | 현대건설주식회사 | Suspension bridge stiffening girder construction apparatus |
KR102004961B1 (en) | 2018-04-10 | 2019-10-01 | 대림산업 주식회사 | Lifting Gantry |
CN111188273A (en) * | 2019-12-31 | 2020-05-22 | 湖北省路桥集团有限公司 | Large-section steel truss girder erection system of large-span steel-concrete composite bridge and construction method |
-
2014
- 2014-08-29 KR KR1020140113915A patent/KR20160026077A/en not_active Application Discontinuation
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20180057310A (en) * | 2016-11-22 | 2018-05-30 | 현대건설주식회사 | Suspension bridge stiffening girder construction apparatus |
KR101881489B1 (en) * | 2016-11-22 | 2018-07-24 | 현대건설 주식회사 | Suspension bridge stiffening girder construction apparatus |
KR102004961B1 (en) | 2018-04-10 | 2019-10-01 | 대림산업 주식회사 | Lifting Gantry |
CN111188273A (en) * | 2019-12-31 | 2020-05-22 | 湖北省路桥集团有限公司 | Large-section steel truss girder erection system of large-span steel-concrete composite bridge and construction method |
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E902 | Notification of reason for refusal | ||
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