KR20080114297A - Arch bridge and method of constructing the bridge in brook - Google Patents
Arch bridge and method of constructing the bridge in brook Download PDFInfo
- Publication number
- KR20080114297A KR20080114297A KR1020070063704A KR20070063704A KR20080114297A KR 20080114297 A KR20080114297 A KR 20080114297A KR 1020070063704 A KR1020070063704 A KR 1020070063704A KR 20070063704 A KR20070063704 A KR 20070063704A KR 20080114297 A KR20080114297 A KR 20080114297A
- Authority
- KR
- South Korea
- Prior art keywords
- bridge
- river
- small
- bridges
- piers
- Prior art date
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Classifications
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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
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
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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
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/103—Parapets, railings ; Guard barriers or road-bridges
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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
- E01D4/00—Arch-type bridges
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to an arch bridge of a small river and its construction method, and in particular, to build a bridge only on both edges connected to the road, and to allow the bridge to be built without a bridge in the middle river and to be assembled, the construction cost of the small river bridge The aim is to save energy, shorten the construction period and minimize the environmental damage caused by bridge construction.
The present invention in the construction of bridges in small rivers: digging at both edges of the river and installing the foundation in place and then pier assembles a plurality of bridges in the form of blocks cured elsewhere, and the front and rear of both bridge piers The support beam to be assembled in, and the plurality of top plates assembled on the front and rear prevention paper beam, and to provide a small river arch bridge characterized in that the bridge is formed by placing concrete on the top plate.
Description
1 is a perspective view showing a pier and a support beam of the present invention
Figure 2 is a perspective view showing a state of assembling the beam of the upper plate to the support beam of the present invention
Figure 3 is an exploded perspective view showing a handrail assembled to the top plate of the present invention
Figure 4 is a side view showing a state of assembling the beam of the upper plate to the support beam of the present invention
5 is a side view showing a state in which the construction of the arch bridge of the present invention
Figure 6 is a cross-sectional view showing the main portion of the support beam and the top plate and railings of the present invention assembled;
Explanation of symbols on the main parts of the drawings
10,20:
13,14,23,24:
60:
63:
71,72: handrail support 80: handrail
90: fastening bar
The present invention relates to a small river arch bridge and its construction method, and in particular, it is possible to assemble the construction without an intermediate bridge to shorten the construction period of the bridge and to save the construction cost, it is possible to minimize the damage or pollution of the river It's about what you have.
In general, a bridge or a bridge is usefully used as a means for allowing a person or a vehicle to pass by connecting water on both sides of the bridge and roads on both sides of the bridge.
In order to construct such a bridge (bridge) that is usefully used, it is necessary to install a plurality of bridges along the length and to install beams on the bridges.
In addition, in order to install a bridge, the river must be damaged and the environment must be managed.
However, small rivers with relatively narrow widths are enormous in cost, but because of the long time required for construction, concrete bridges or synthetic resin pipes were installed and concrete was placed on them to construct small bridges.
This bridge, also known as a diving bridge, is usually used to allow water to flow inside the pipe and to allow people or vehicles to pass through the bridge above it.
The above-mentioned submersible bridges were constructed in mountainous areas with narrow river width or less use. However, in rainy seasons such as rainy seasons, the amount of flowing water is so high that it is impossible to pass through the upper part of the bridge. Because of the problem that leads to secondary damage.
Therefore, such a submerged bridge is temporarily useful, but there is a limit to use it semi-permanently over a long period of time, so that many bridges (20m or less) are built and concrete bridges are constructed.In order to construct a large number of bridges, , Plywood, lumber, pipe, support, etc.) to make the mold by woodworking, and then reinforce the concrete and then cast concrete.
Therefore, because the temporary remodeling process is required and the concrete curing process is required, it takes a long period of construction and a huge cost of construction and a problem of damage to the river due to the construction of the bridge.
The present invention is to be able to shorten the construction period by allowing the bridge to be constructed without an intermediate bridge in order to solve the conventional problems as described above.
In addition, the present invention is to be able to construct a pier without installing a temporary material or a mold to save the construction cost and shorten the construction machine.
In addition, the present invention is to provide an arch bridge for the small river that can prevent the damage of the river to be able to assemble the bridges and the top plate cured in the place other than the construction.
In addition, the present invention by assembling the top plate on the support beam to construct a bridge in the arch form to distribute the power of the pier on both sides to provide an effective and ideal bridge at a low cost many bridges in remote areas or mountainous areas It is intended to contribute to the user's convenience by constructing.
The present invention in the construction of bridges in small rivers: pier at both edges of the river and pier assembles a plurality of bridges in the form of blocks cured elsewhere in place, and support beams assembled in front and rear of the both piers And, it is to provide a small river arch bridge, characterized in that the bridge formed by placing a plurality of top plates assembled on the front and rear prevention paper beam, concrete on the top plate.
The present invention in the construction of bridges in small rivers: the foundation installation process of digging at both edges of the river and placing concrete in place, and the pier to assemble the pier by assembling the pier in the form of blocks elsewhere on the foundation An assembly process, a support beam assembly process of assembling support beams in front and rear of both piers, a top plate assembly process of assembling a plurality of top plates on the front and rear prevention paper beams, and a concrete pouring process of constructing bridges by filling concrete on the top plate. It is to provide a small river arch bridge construction method characterized in that made.
Hereinafter will be described in detail according to the accompanying drawings an embodiment of the construction can be assembled in a short period of time while minimizing damage to the small river according to the present invention, the construction of the arch bridge at a low cost.
1 is a perspective view showing the pier and the support beam of the present invention, the excavation on both sides for erecting the bridge, the concrete base on which the concrete is laid so as to fix the lower part of the pier installed on the bottom surface of the river on one side ( 10), the lower piers (11) (12) on the concrete foundation (10) and the screw assembly and then the upper piers (13) (14) on the lower piers (11) (12), The upper and lower piers (11) (12) (13) and (14) is screwed on one side of the pier is built up.
The other side also forms a
In the above example, the lower piers and the upper piers were shown as an example of the construction, but if you want to increase the height of the pier between the upper and lower piers need to be shaped like the lower piers according to the height of the height can be adjusted.
In addition, the
And the inner surface of the pier was to lose weight, which is to reduce the weight when assembling and moving between each other, which may be a single container.
The one side pier (11, 12, 13, 14,) and the trench should be filled in one place with stones or concrete so as not to be pushed to one side of the pier, and the other side pier (21, 22, 23, 24) as above. The trench shall be filled with stones or concrete in one place so as not to be pushed to the other side of the bridge.
In this way, the construction of the bridge can be carried out in a relatively simple and short time can be carried out in the construction of the bridge, and if the damage of the river is minimized, the construction is possible, and the bridge can be constructed at a low cost.
And the
In the above, the
Next, Figure 2 is a perspective view showing a state of assembling the beam of the upper plate to the support beam of the present invention, Figure 3 is an exploded perspective view showing a railing to be assembled to the upper plate of the present invention when described accordingly, the
The
Put the
Figure 4 is a side cross-sectional view showing a state of assembling the beam of the upper plate to the support beam of the present invention, Figure 5 is a side view showing a state of constructing the arch bridge of the present invention, the upper plate (assembled on the
Figure 6 is a cross-sectional view showing the main portion of the support beam and the top plate and railings of the present invention to assemble the
As described above, the present invention can prevent damage to the river caused by the construction of the middle piers so that the bridges or bridges of the small rivers can be constructed without the middle piers, and the temporary materials (forms, plywood, pipes, support bases, etc.) for constructing the piers. It is possible to construct without the need for separate woodworking work, and it can shorten the air and reduce the cost.
In addition, the present invention enables the construction of the bridge and the upper plate cured elsewhere in the place where you want to build the bridge can shorten the construction period of the bridge and minimize the damage to the river.
Furthermore, the present invention enables the bridges to be constructed at a low construction cost in an optimal state by allowing the force to be distributed and supported by the pier on both sides.
Accordingly, the present invention can provide a large number of bridges in remote areas or mountainous areas in a short period of time at a low cost.
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020070063704A KR20080114297A (en) | 2007-06-27 | 2007-06-27 | Arch bridge and method of constructing the bridge in brook |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020070063704A KR20080114297A (en) | 2007-06-27 | 2007-06-27 | Arch bridge and method of constructing the bridge in brook |
Publications (1)
Publication Number | Publication Date |
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KR20080114297A true KR20080114297A (en) | 2008-12-31 |
Family
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Family Applications (1)
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KR1020070063704A KR20080114297A (en) | 2007-06-27 | 2007-06-27 | Arch bridge and method of constructing the bridge in brook |
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KR (1) | KR20080114297A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014200361A1 (en) * | 2013-06-11 | 2014-12-18 | Kelly Wright | Bridge construction kit set and method |
CN104911988A (en) * | 2015-06-09 | 2015-09-16 | 中交第二公路勘察设计研究院有限公司 | Prefabricated reinforced concrete embedded type upright frame bridge |
CN105463982A (en) * | 2015-11-13 | 2016-04-06 | 中铁二院工程集团有限责任公司 | Spandrel architectural construction of ballastless track wide-span high-speed railway arch bridge |
CN110284421A (en) * | 2019-07-10 | 2019-09-27 | 上海市浦东新区建设(集团)有限公司 | A kind of column and bent cap splicing structure and its construction method |
CN113235388A (en) * | 2021-05-20 | 2021-08-10 | 中交第二公路勘察设计研究院有限公司 | Flexible tied arch bridge structure with adjustable arch support rigidity |
CN117107648A (en) * | 2023-08-22 | 2023-11-24 | 哈尔滨工业大学 | Closure auxiliary device for steel tube concrete arch bridge structure |
-
2007
- 2007-06-27 KR KR1020070063704A patent/KR20080114297A/en active IP Right Grant
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014200361A1 (en) * | 2013-06-11 | 2014-12-18 | Kelly Wright | Bridge construction kit set and method |
CN104911988A (en) * | 2015-06-09 | 2015-09-16 | 中交第二公路勘察设计研究院有限公司 | Prefabricated reinforced concrete embedded type upright frame bridge |
CN105463982A (en) * | 2015-11-13 | 2016-04-06 | 中铁二院工程集团有限责任公司 | Spandrel architectural construction of ballastless track wide-span high-speed railway arch bridge |
CN105463982B (en) * | 2015-11-13 | 2019-01-04 | 中铁二院工程集团有限责任公司 | A kind of spandrel construction construction of non-fragment orbit large span high-speed railway arch bridge |
CN110284421A (en) * | 2019-07-10 | 2019-09-27 | 上海市浦东新区建设(集团)有限公司 | A kind of column and bent cap splicing structure and its construction method |
CN113235388A (en) * | 2021-05-20 | 2021-08-10 | 中交第二公路勘察设计研究院有限公司 | Flexible tied arch bridge structure with adjustable arch support rigidity |
CN113235388B (en) * | 2021-05-20 | 2024-02-09 | 中交第二公路勘察设计研究院有限公司 | Flexible tied arch bridge structure with adjustable arch seat rigidity |
CN117107648A (en) * | 2023-08-22 | 2023-11-24 | 哈尔滨工业大学 | Closure auxiliary device for steel tube concrete arch bridge structure |
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