KR20130059823A - A apparatus for preventing water leakage of bridge - Google Patents
A apparatus for preventing water leakage of bridge Download PDFInfo
- Publication number
- KR20130059823A KR20130059823A KR1020110126016A KR20110126016A KR20130059823A KR 20130059823 A KR20130059823 A KR 20130059823A KR 1020110126016 A KR1020110126016 A KR 1020110126016A KR 20110126016 A KR20110126016 A KR 20110126016A KR 20130059823 A KR20130059823 A KR 20130059823A
- Authority
- KR
- South Korea
- Prior art keywords
- bridge
- slab
- plate
- locking jaw
- fixed
- Prior art date
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title description 9
- 238000003780 insertion Methods 0.000 claims abstract description 23
- 230000037431 insertion Effects 0.000 claims abstract description 23
- 230000002265 prevention Effects 0.000 claims abstract description 13
- 230000008878 coupling Effects 0.000 claims description 7
- 238000010168 coupling process Methods 0.000 claims description 7
- 238000005859 coupling reaction Methods 0.000 claims description 7
- 239000004575 stone Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000008602 contraction Effects 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002787 reinforcement Effects 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
- E01D19/08—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
- E01D19/083—Waterproofing of bridge decks; Other insulations for bridges, e.g. thermal ; 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/40—Plastics
Abstract
The present invention can be supplied cheaply by improving the structure of the leak prevention device of Korean Patent Registration No. 10-922599 of the present cause by improving the productivity and workability, as well as the slab of the bridge so that the installation work more easily ( It is installed between the 1) and the slab (1) is provided with an insertion space (4) having one side open inside, and the locking jaw portion (5) is provided at both ends of the opening side and the end of the slab (1) A pair of holding frames (2), each of which is embedded so that the openings face each other, and a drip drain plate (3) provided with both end portions received and fixed inside the insertion space (4) and having drainage passages dug downward inward. In the embedded leak-proofing device of the bridge having a); The locking jaw portion 5 located above the locking jaw portions 5 of the fixing frame 2 is formed of an inclined plate 7 extending downwardly at an end of the fixing frame 2, and the inclined plate 7. The buried type leakage preventing device of the bridge expansion joint in which the close contact piece (6) is formed integrally extended upward from the end of the.
Description
The present invention relates to an expansion joint leakage preventing device installed to prevent rainwater and earth and sand from leaking into the expansion joint gap between the slab of the bridge and the slab, and more specifically, the Korean Patent Registration of the applicant 10-922599 to improve the construction of the leak prevention device more simply to improve productivity workability and to provide a low-cost leak-proof device of bridge expansion joints that can be supplied at a low cost as well as easy installation work.
In general, a bridge forms a frame with a reinforcing bar structure on top of the bridge after establishing a plurality of bridges, and concrete is poured into the frame of the reinforcing structure to form a bridge deck.
In the above, the bridge deck has a length change such as the length of the roof plate increases or decreases due to temperature changes occurring according to seasons, and in order to compensate for the expansion and contraction of the bridge deck, the bridge deck has a plurality of units (bridge slab). The slab and the slab are elastically connected.
In addition, the expansion joint is provided between the slab and the slab of the bridge forming the bridge deck in the above, the plurality of bridge slabs forming the bridge deck by the expansion joint is protected from damage caused by the expansion phenomenon and at the same time Vehicles will run smoothly.
However, the expansion joint device of various configurations applied to the expansion joint portion of the bridge as described above, although it is flexibly stretched according to the contraction and expansion of the bridge top plate, it is made of a structure that is difficult to prevent the penetration of water, so it is vulnerable in rainy weather and has low stability. There was this.
Accordingly, the applicant of the present invention proposes a leak preventing device ("replacement expansion joint leak prevention device for replacement") of the bridge expansion joint through the Korean Patent No. 10-0707484 to solve the problems of the existing conventional expansion joint device Bridges have increased durability by allowing the expansion joints and the water leaking from the periphery to be smoothly drained without entering the bridge slab concrete or bridge system.
In addition, the Korean Patent No. 10-922599 prevents rainwater and earth and sand from flowing between the slab and the slab of the bridge and prevents the leakage of the slab to the lower part of the slab, and transfers the drain plate that can be used semi-permanently from the upper part of the slab to the lower part of the bridge. Both sides of the drain plate are reliably supported by the buried frame in the buried frame installed on both sides of the slab of the slab, and it is easy to install, reducing work time and cost according to the work, and embedded in the slab of the drain plate and the bridge. The buried frame leakage preventing device of the bridge which can improve the productivity by the simple structure of the buried frame can be replaced by the sliding method in the side of the bridge.
However, the conventional leak prevention devices are formed in such a way that the upper protrusion plate of the buried frame, which is accommodated at both ends of the drain plate, extends in the lateral direction of the insertion space, so that a defect occurs at the lower end of the upper protrusion plate during manufacturing. There was a problem with poor workability.
In other words, since the upper protrusion plate is configured to be perpendicular to the upper and lower sides at the end of the buried frame structurally weak, there is a failure such as the lower end is broken during production.
The present invention has been proposed to solve the conventional problems as described above, the object of the present invention is to improve the productivity of the applicant's Korean Patent Registration No. 10-922599 Leakage prevention device more simply to improve the productivity to supply cheaply In addition, it is of course to provide a buried leak prevention device of the bridge expansion joint that can be made easier installation work.
The buried type leakage preventing device of the bridge expansion joint of the present invention for achieving the object of the present invention as described above is provided between the slab (slab) and the slab of the bridge is provided with an insertion space with one side open inside and the open side A locking jaw portion is provided at both ends of the pair of fixed frames each of which is embedded so that the openings are exposed to face each other at the ends of the slabs, and both ends are received and fixed inside the insertion space, and drained downwards inwardly. A buried leak prevention apparatus for a bridge expansion joint having a drain plate provided with a passage; The locking jaw portion located on the upper side of the locking jaw portions of the fixed frame is formed of an inclined plate extending downwardly inclined from the end of the fixed frame. It is characterized in that the inflow is prevented.
And the drip tray is composed of a receiving body that is provided with a drain passage of the "U" shape and extending in the outward direction from the top of the body and the end is inclined downward bent into the insertion space It features.
In addition, the receiving piece is characterized in that it extends inclined upward in the outward direction from the top of the body and the end is bent downward to be received into the insertion space.
And the upper side of the receiving piece is characterized in that the auxiliary drainage plate is fixed to the outer side of the body inclined upwardly.
In addition, the upper end of the body is provided with a stone piece is provided with a fixing hole for fixing the fastening element, and the lower end of the auxiliary drainage plate is provided with a coupling piece for coupling through the fastening element to the stone piece to be fixed to the auxiliary drainage plate body It features.
The buried type leakage preventing device of the bridge of the present invention made as described above can be made more easily by improving the structure and the productivity and construction of the applicant's Korean Patent No. 10-922599 of the present applicant, as well as the installation work more easily As the work efficiency is improved and the water drained into the space between the slabs is guided downward by the auxiliary drainage plate, it is prevented from penetrating into the inside of the insertion space, thereby having a long time stable use.
1 is an exploded perspective view showing the structure of the drain plate drain plate constituting the buried type leakage preventing device of the bridge expansion joint according to an embodiment of the present invention.
Figure 2 is an exemplary cross-sectional view showing a coupling state of the sump drain plate and the auxiliary drain plate constituting the buried type leakage preventing device of the bridge expansion joint of the present embodiment shown in FIG.
3 is an exemplary cross-sectional view showing a state of use of the buried type leakage preventing device of the bridge expansion joint of the present embodiment shown in FIG.
4 and 5 is a cross-sectional view showing the installation state of the buried type leakage preventing device of the bridge expansion joint of the present embodiment shown in FIG.
Hereinafter, with reference to the accompanying drawings will be described in detail the buried type leakage preventing device of the bridge expansion joint according to a preferred embodiment of the present invention.
1 to 6 is a view showing the buried type leakage preventing device of the bridge expansion joint according to an embodiment of the present invention, the buried type leakage preventing device of the bridge of the present embodiment is the slab (slab) and the slab ( Installed between 1), it is used to prevent drainage by draining through the space between the
In the above embodiment, the device of the present embodiment is most preferably installed in the general concrete in the middle of the slab end between the slabs.
The leakage preventing device of the present embodiment is fixed between the fixed frame (2) buried to be exposed to the middle portion of the end of the slab (1), and is fixed between the fixing frame (2) to implement a water leakage passage It has a drip drain plate 3 which is to be prevented.
The
The
The
That is, after both ends of the drip drain plate 3 is easily inserted into the
In addition, the sump drain plate 3 has a structure in which both ends are accommodated and fixed inside the
At this time, both ends of the drip drain plate 3 is easily inserted through the opening, and both ends thereof are fixed to the
In the leakage preventing device of the present embodiment as described above, the
That is, the
In addition, in the leakage preventing device of the present embodiment, the drip tray 3 is a
That is, as the
In addition, the
Accordingly, even if the water falling in the interval between the slabs (1) falls to the upper side of the receiving piece (9) is guided to the inside of the
In addition, in the leakage preventing device of the present embodiment, the
Therefore, the water falling in the interval between the slab (1) is guided downward toward the inside of the
And the upper end of the
In other words, the
In the above, the
Referring to the process of installing the leakage preventing device of the present embodiment made as described above in the interval between the slabs (1) as follows.
4 and 5 are views showing the installation process of the leak prevention apparatus according to the present embodiment, when the leak prevention apparatus of the present embodiment is to be installed in the expansion joint spacing between the slabs (1), first the slabs (1) When manufacturing, the fixed frame (2) is fixed to the slab reinforcement (16) by using a fixing bolt (15) in the middle of the end of the oil spacing, and then by casting concrete, manufacturing the fixed frame (2) is installed at both ends do.
That is, the
As described above, when the manufacturing is completed with the
At this time, the receiving piece (9) is supported by the
As described above, when the drainage drainage plate 3 is fixed to the
As described above, the leakage preventing device of the present invention is simple in structure to improve productivity as well as to prevent the water drained into the space between the slabs from penetrating into the insertion space as guided downward by the auxiliary drainage plate. It is characterized by technical configuration.
1: slab, 2: fixed frame,
3: drain plate, 4: insertion space,
5: hanging jaw, 6: close contact,
7: inclined plate, 8: body,
9: accommodation, 10: auxiliary drainage plate,
11: fastening element, 12: fixing hole,
13: stone piece, 14: bonding piece,
15: fixed bolt, 16: slab rebar.
Claims (4)
The locking jaw portion located at an upper side of the locking jaw portions of the fixed frame is formed of an inclined plate extending downwardly at an end of the fixing frame, and the close contact piece is formed integrally extended upward from the end of the inclined plate. Flush Leak Prevention Device
The drip drain plate is integrally formed with a body provided with a "U" shaped drainage passage and an extension portion extending outwardly from an upper end of the body and a receiving piece bent downward from an end portion of the extension portion. A built-in leak prevention device of the bridge, characterized in that the side is accommodated into the insertion space
The buried type leakage preventing device of the bridge, characterized in that the auxiliary drainage plate is fixed to the upper side of the receiving piece is inclined upwardly outward of the body is fixed.
The upper end of the body is provided with a stone piece is provided with a fixing hole for fixing the fastening element and the lower end of the auxiliary drainage plate is provided with a coupling piece for coupling through the fastening element to the stone piece is characterized in that the auxiliary drainage plate is fixed to the body Leakage Prevention Device of Bridge
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020110126016A KR20130059823A (en) | 2011-11-29 | 2011-11-29 | A apparatus for preventing water leakage of bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020110126016A KR20130059823A (en) | 2011-11-29 | 2011-11-29 | A apparatus for preventing water leakage of bridge |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20130059823A true KR20130059823A (en) | 2013-06-07 |
Family
ID=48858577
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020110126016A KR20130059823A (en) | 2011-11-29 | 2011-11-29 | A apparatus for preventing water leakage of bridge |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20130059823A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101580261B1 (en) | 2015-05-12 | 2015-12-24 | 주식회사 부흥시스템 | A apparatus for preventing water leakage of embeded expansion joint |
CN112064498A (en) * | 2020-09-14 | 2020-12-11 | 蒋明敏 | Comb-shaped bridge expansion joint plate structure and cleaning device thereof |
-
2011
- 2011-11-29 KR KR1020110126016A patent/KR20130059823A/en active Search and Examination
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101580261B1 (en) | 2015-05-12 | 2015-12-24 | 주식회사 부흥시스템 | A apparatus for preventing water leakage of embeded expansion joint |
CN112064498A (en) * | 2020-09-14 | 2020-12-11 | 蒋明敏 | Comb-shaped bridge expansion joint plate structure and cleaning device thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR100922599B1 (en) | Apparatus for preventing water leakage of bridge | |
KR20080108705A (en) | Bolt washer structure for bridge expansion joint | |
KR100931596B1 (en) | Non-welding center drainage device for expansion joint of bridge | |
KR101266118B1 (en) | Watertight type drain apparatus for bridge slip joint | |
JP2013174099A (en) | Structure for protecting construction part in wall balustrade of floor slab waterproofing and method for constructing the same | |
KR20130059823A (en) | A apparatus for preventing water leakage of bridge | |
KR101020414B1 (en) | Elastic connecting structure for bridghe | |
KR102094526B1 (en) | Bridge drainage system and construction method using the same | |
KR200453460Y1 (en) | Buried rail type expanasion joint system for a part of flexible coupling in bridge | |
WO2009026807A1 (en) | An embedded bridge expansion device | |
KR20120003355U (en) | Expansion joint structure of bridge | |
KR101153717B1 (en) | Connecting Structure and Method of Concrete Slabs using Bottom Slab having Dowel bars and Drainage Channel | |
KR20110066465A (en) | Water leakage preventing apparatus of construction side by drain pipe | |
KR101292694B1 (en) | A metyhode for preventing water leakage of bridge | |
KR200459910Y1 (en) | Apparatus for preventing water leakage of bridge | |
KR100985990B1 (en) | Concrete waterway | |
KR20120029055A (en) | Expansion joint structure of bridge | |
KR20060129783A (en) | Mounting structure of drain pipe of a bridge | |
KR20120066206A (en) | Apparatus for preventing water leakage of bridge | |
KR200312792Y1 (en) | Expansion and contraction joint device of bridge that strengthen drainage function | |
KR20120039149A (en) | Repairing device for preventing water leakage of bridge | |
KR100744467B1 (en) | Rail type reclamation structure of sewer pipe | |
KR200390739Y1 (en) | form for Method of construction for tunnel drainage | |
KR200436472Y1 (en) | Wire fixing device of a bridge railing | |
KR20120001975U (en) | Apparatus for preventing water leakage of bridge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
AMND | Amendment | ||
E601 | Decision to refuse application | ||
AMND | Amendment |