KR20100057559A - For both leakage protection and drainage equipment of expansion joint on bridge - Google Patents
For both leakage protection and drainage equipment of expansion joint on bridge Download PDFInfo
- Publication number
- KR20100057559A KR20100057559A KR1020100040374A KR20100040374A KR20100057559A KR 20100057559 A KR20100057559 A KR 20100057559A KR 1020100040374 A KR1020100040374 A KR 1020100040374A KR 20100040374 A KR20100040374 A KR 20100040374A KR 20100057559 A KR20100057559 A KR 20100057559A
- Authority
- KR
- South Korea
- Prior art keywords
- rolling
- drip tray
- holder
- rolling member
- expansion joint
- Prior art date
Links
- 238000005096 rolling process Methods 0.000 claims abstract description 149
- 238000006073 displacement reaction Methods 0.000 claims abstract description 24
- 230000002265 prevention Effects 0.000 claims abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 10
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 230000008878 coupling Effects 0.000 claims description 5
- 238000010168 coupling process Methods 0.000 claims description 5
- 238000005859 coupling reaction Methods 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 230000035939 shock Effects 0.000 claims description 3
- 230000001154 acute effect Effects 0.000 claims description 2
- 238000000034 method Methods 0.000 claims 1
- 230000001681 protective effect Effects 0.000 claims 1
- 239000007769 metal material Substances 0.000 description 4
- 239000003673 groundwater Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 238000003911 water pollution Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000004913 activation Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007257 malfunction Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Images
Classifications
-
- 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
- E01D19/06—Arrangement, construction or bridging of expansion joints
-
- 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
- E01D19/06—Arrangement, construction or bridging of expansion joints
- E01D19/062—Joints having intermediate beams
-
- 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
- E01D19/06—Arrangement, construction or bridging of expansion joints
- E01D19/065—Joints having sliding plates
-
- 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
- E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
-
- 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
- E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
- E01D19/086—Drainage arrangements or devices
Abstract
Description
The present invention relates to a water leakage preventing combined use drainage device located in the lower portion of the bridge expansion joint that is stretched according to the displacement and deformation occurring in the upper sleeve during vehicle progression to collect and drain foreign matters such as rainwater or earth and sand. The present invention relates to an invention in which vibration and impact force due to displacement and deformation of an upper sleeve (upper structure) are not directly transmitted to a drainage device, and rapid drainage of rainwater generated in the upper slab is possible.
In general, a bridge through which a heavy vehicle passes is subjected to a large impact load by the weight of the vehicle.
The upper sleeve can be displaced and deformed to prevent damage to the bridges (top plate and pier) caused by the impact load, and at the same time, to promote safe driving. The displacement and deformation are connected to the upper sleeve and the upper sleeve. Expansion joint
Accepted by the device.
The expansion joint device for smoothly receiving the displacement and deformation of the upper sleeve as described above has a joint that is engaged with each other and at the same time a joint including an anchor which is buried in mortar welded to the reinforcing steel reinforcing the skeleton of the upper sleeve, It is made of an elastic joint member (elastic rubber) is fixed to both ends of the coupling groove formed in the joint.
The expansion joint device is connected to the upper sleeve of the bridge, the upper sleeves are connected to each other, so that the bite portion is formed in the gap so that the displacement and deformation in accordance with the generated displacement and deformation conditions to the rain When rainwater is generated on the road surface of the upper slab of the bridge, foreign matters such as rainwater, soils and non-point pollution sources into which rainwater is mixed, flow into the gap between the bites of the expansion joint.
As described above, the rainwater mixed with various foreign matters flows into the gap between the bites, and the rainwater falls down the bridge as it is.
Rainwater falling down as described above flows into public waters and groundwater such as rivers, bays and lakes, and becomes a source of water pollution.
In order to solve the above problems, it has come to install a drainage system to prevent water leakage at the bottom of the expansion joint of the bridge upper slab and to collect and drain rainwater in one place.
The drainage device has been developed in various ways, and patent 10-936969, "Replaceable bridge leak prevention device for replaceable bridges," has been pre-registered as a drainage device in contrast to the present invention.
The pre-registered invention is installed to be located under the connecting portion of the upper slab to prevent water pollution of public waters such as rivers, bays and lakes due to rainwater or groundwater, but the leak-preventing device of the pre-registered invention leaks from rainwater. Designed for heavy loads, the displacement and deformation of the upper slab of the bridge are transferred directly to the leak prevention device, so when applied to heavy dump trucks or bridges where heavy equipment is frequently operated, the leak prevention device is easily damaged. The service life is significantly shortened, which makes it difficult to attain the reliability of the leak prevention device.
Therefore, the conventional leak prevention apparatus mainly used a leak prevention apparatus manufactured using a flexible rubber or synthetic resin material rather than using a leak prevention apparatus using a durable metal material.
Leakage prevention device made of the above material has the advantage of being able to effectively receive the displacement and deformation transmitted from the upper slab of the bridge, it hardens when exposed to natural light for a long time, such as easily broken even a small external impact I had.
The present invention was developed in order to solve the disadvantages of the conventional leak-proof combined drainage of the bridge expansion joint device, the purpose of which is installed in the rolling holder of the drip tray to be detachably assembled to the buried frame is fixed to the upper slab One end is installed to be rollable, and the other end is a structure in which the drip tray is installed through the rolling member which is coupled to the rolling holder of the drip tray to be rolled, and the rolling member is rolled correspondingly to the displacement and deformation occurring in the upper slab of the bridge. According to the present invention, it is possible to effectively prevent displacement and deformation transferred directly to the drip tray, and to prevent displacement and deformation, thereby enabling activation of the drip tray product made of a durable metal material as well as durability. The heavy weight bonus can be realized using this excellent metal drip tray. It solves the conventional problem that the water leakage preventing combined drainage caused by the heavy load of the truck or heavy equipment is frequently damaged, and the drain pipe connected to the rainwater outlet because the displacement and deformation do not occur directly in the drip tray. It is to provide the leakproof combined use drainage of the bridge expansion joint device which can secure the reliability of the combined use of the leak preventive system by securing the assembly stability of the system.
The present invention for achieving the above object is provided in the lower portion of the
The
Leak prevention combined
1 is an exploded perspective view of the water leakage preventing combined use of the bridge expansion joint according to the present invention,
Figure 2 is a perspective view of the combined leakage preventing and drainage of the bridge expansion joint according to the present invention.
3 is a cross-sectional view of the combined leakage preventing combined drainage of the bridge expansion joint according to the present invention.
Figure 4 is an installation state of the leakage preventing combined use of the bridge expansion and contraction apparatus according to the present invention.
Figure 5 is a cross-sectional view of another embodiment of the leak-tight combined drainage of the bridge expansion joint according to the present invention.
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
As shown in Figures 1 to 5, the leak-tight combined drainage device of the bridge expansion joint according to the present invention, the buried
The buried
The drip
The
The
The connecting
The
The
The
Leakage prevention combined drainage device of the bridge expansion joint device of the present invention having the above-described configuration, the buried
As described above, in the state in which the buried
When installing the
When the
The buried
Rolling
The
When the
The
Through the rolling
The leakage preventing combined
As described above, the rolling
Therefore, the drain pipe to be assembled to the
When rainwater is introduced into the
5 is a view showing another embodiment of the present invention, in which the rolling
10: upper slab 11: rebar
20: expansion joint 100: leakage prevention combined discharge device
110: buried frame 111: vertical wall
112,122: top plate 113,123: bottom plate
114: fixing bolt 120: drip tray
121: vertical plate 121a: wedge insertion groove
124,132,151,171,172: rolling holder 130: rolling member
131,141,142: Rolling bar 133,173: Hinge cover
140: rolling hinge 150: drip tray
160: wedge bar 170: rolling member for connection
Claims (9)
The drip tray 150 is installed on the drip tray 120 to be detachably assembled to the buried frame 110 installed in the upper slab 10 of the bridge, and the drip tray 150 is formed of the upper slab 10. Leakage prevention combined use drainage of the bridge expansion joint device characterized in that it is installed via a rolling member 130 or mixed connection rolling member 170 that receives the vibration and shock generated by displacement and deformation.
The upper and lower plates 122 and 123 having a shape corresponding to the buried frame 110 are bent from the vertical plate 121 having the wedge insertion grooves 121a to enable the wedge fixing to the buried frame 110. It is formed, the drip tray mounting base 120, the rolling holder 124 is formed in the support portion 125 formed between the upper and lower plates 122, 123;
The rolling bar 131 coupled to the rolling holder 124 formed in the support bracket 125 of the drip tray 120 is formed at one end, and the rolling bar 141 of the rolling hinge 140 is coupled to the other end. Rolling member 130 is a rolling holder 132 is formed and
A connection rolling member 170 forming a rolling holder 171 and 172 coupled to the rolling bars 141 and 142 of the rolling hinge 140;
Rolling holder 151 to which the rolling bar 141 of the rolling holder 140 coupled to the rolling member 130 or the connecting rolling member 170 is coupled is formed at both sides, and a drain pipe for collecting and draining rainwater is connected. Rainwater discharge port 152 is a water leakage preventing combined drainage device of the bridge expansion joint, characterized in that consisting of more than one rainwater outlet 150 is formed on the bottom surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100040374A KR20100057559A (en) | 2010-04-29 | 2010-04-29 | For both leakage protection and drainage equipment of expansion joint on bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100040374A KR20100057559A (en) | 2010-04-29 | 2010-04-29 | For both leakage protection and drainage equipment of expansion joint on bridge |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020130036637A Division KR101337024B1 (en) | 2013-04-04 | 2013-04-04 | For both leakage protection and drainage equipment of expansion joint on bridge |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20100057559A true KR20100057559A (en) | 2010-05-31 |
Family
ID=42281276
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020100040374A KR20100057559A (en) | 2010-04-29 | 2010-04-29 | For both leakage protection and drainage equipment of expansion joint on bridge |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20100057559A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103321145A (en) * | 2013-06-18 | 2013-09-25 | 株式会社智承开发 | Extensible connection device for bridge with extensible structure falling water groove |
KR101467920B1 (en) * | 2013-05-02 | 2014-12-02 | 주식회사 지승개발 | An expanison joint for bridge having expanded structure gutter |
CN107313341A (en) * | 2017-08-14 | 2017-11-03 | 魏东海 | A kind of small bridge is from drainage type expansion gap device |
CN111794083A (en) * | 2020-07-13 | 2020-10-20 | 江苏领跑梦毛勒智造科技集团有限公司 | Anti-falling device and installation method thereof |
CN112160239A (en) * | 2020-09-22 | 2021-01-01 | 杨二建 | Stifled drainage device is prevented to city view bridge |
-
2010
- 2010-04-29 KR KR1020100040374A patent/KR20100057559A/en active Application Filing
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101467920B1 (en) * | 2013-05-02 | 2014-12-02 | 주식회사 지승개발 | An expanison joint for bridge having expanded structure gutter |
CN103321145A (en) * | 2013-06-18 | 2013-09-25 | 株式会社智承开发 | Extensible connection device for bridge with extensible structure falling water groove |
CN107313341A (en) * | 2017-08-14 | 2017-11-03 | 魏东海 | A kind of small bridge is from drainage type expansion gap device |
CN111794083A (en) * | 2020-07-13 | 2020-10-20 | 江苏领跑梦毛勒智造科技集团有限公司 | Anti-falling device and installation method thereof |
CN112160239A (en) * | 2020-09-22 | 2021-01-01 | 杨二建 | Stifled drainage device is prevented to city view bridge |
CN112160239B (en) * | 2020-09-22 | 2021-04-06 | 杨二建 | Stifled drainage device is prevented to city view bridge |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4594157A (en) | Inlet clamp and screen | |
KR101337024B1 (en) | For both leakage protection and drainage equipment of expansion joint on bridge | |
KR101411895B1 (en) | Expansion joint of bridge and its execution method | |
KR101088163B1 (en) | Drain-pipe for bridge and construction process thereof | |
KR20100057559A (en) | For both leakage protection and drainage equipment of expansion joint on bridge | |
KR101615320B1 (en) | The construct ability and safety improvements with footbridge | |
KR101776805B1 (en) | Prefabricated bridge drainage system | |
KR101011042B1 (en) | A drainpipe for rainwater drainer of bridge or high-level road | |
KR20010075743A (en) | A expansion joint apparatus of bridge | |
JP2011111885A (en) | Drainage system of floor slab for pedestrian bridge and bridge | |
JP6153187B1 (en) | Road bridge cover widening unit | |
KR20070009520A (en) | A connection equipment to expansion and contractionfor bridge | |
KR101821570B1 (en) | Joint device with expandable elastic filler and method of construction | |
KR100497536B1 (en) | Apparatus for preventing separation of drainpipe installing on the slope | |
CN216074718U (en) | Bridge expansion joint drainage device | |
KR200423096Y1 (en) | A water leakage prevention equpiment of bridge or high-level road with a pretective wall | |
KR20210050083A (en) | A drainage device for expansion joints of bridges with leak-proofing | |
JP3186992B2 (en) | Road bridge drainage facilities, expansion devices, expansion joints and drainage devices | |
KR102556064B1 (en) | Fall prevention device and fall prevention method for sewer | |
CN211897830U (en) | Town road pipe fitting protection architecture | |
JP2003336218A (en) | Water-conveyance device for opposed section of structures | |
KR20120039149A (en) | Repairing device for preventing water leakage of bridge | |
KR100546240B1 (en) | Sewer drainage canal subsidence prevention structure | |
KR20090008923U (en) | A straight line coupling device of oveflow for bright or high-level road | |
KR102664006B1 (en) | Fall arrest safety net for manhole |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
AMND | Amendment | ||
AMND | Amendment | ||
E601 | Decision to refuse application | ||
AMND | Amendment | ||
A107 | Divisional application of patent |