CN211872564U - Novel viaduct lower river-adjacent municipal road structure - Google Patents
Novel viaduct lower river-adjacent municipal road structure Download PDFInfo
- Publication number
- CN211872564U CN211872564U CN202020392093.8U CN202020392093U CN211872564U CN 211872564 U CN211872564 U CN 211872564U CN 202020392093 U CN202020392093 U CN 202020392093U CN 211872564 U CN211872564 U CN 211872564U
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- pier
- bridge
- sides
- fixing bolt
- road structure
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Abstract
The utility model discloses a novel overpass is down town road structure of approaching a river, including pier, connecting block, first fixing bolt and second fixing bolt, the pier surface is provided with waterproof silica gel, and the inside both sides of waterproof silica gel all are provided with the outlet, outlet outside top is provided with the bridge, and the inside damping spring that is provided with of bridge, and damping spring outside top is provided with the rail guard simultaneously, the connecting block all sets up in bridge outer wall both sides, and the inside both sides of connecting block all are provided with the telescopic link, and the telescopic link inboard is provided with the fixed block simultaneously, first fixing bolt all installs in pier below both sides, and first fixing bolt issues and is provided with the basic stone piece. In this novel overpass is close to the town road structure of river down, can play effectual waterproof function to the pier through setting up waterproof silica gel, in daily use, avoid the long-time bubble of pier in aqueous, lead to the pier inner structure to take place to damage to effectual life who promotes the device.
Description
Technical Field
The utility model relates to a relevant technical field of municipal administration specifically is a novel overpass is close to town road structure of river down.
Background
The road surface structure comprises a road surface cross section, an arch transverse gradient, a road surface structure layering and a layer function, wherein the road surface cross section is divided into a groove type cross section and a full-paved type cross section, the arch transverse gradient is used for ensuring that rainwater on the road surface is timely discharged, infiltration and infiltration of the rainwater on the road surface are reduced, the structural strength of the road surface is weakened, the surface of the road surface is made into a linear or parabolic arch with a high middle part and two low sides, the road surface structure layering is divided into three layers of a surface layer, a base layer and a cushion layer, a viaduct, a bridge, generally a bridge spanning a deep groove valley to replace a high embankment, a bridge spanning the road in an urban bridge, a highly-supported tower or a support is used for supporting the bridge, and the bridge is generally erected on rivers, lakes and seas to enable vehicles, pedestrians and other.
The utility model discloses an original novel overpass is close to town road structure in the river, in daily use, can't carry out effectual shock attenuation buffer function to the device to the use efficiency of the device has been reduced.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a novel overpass is close to town road structure of river under to solve the original novel overpass that proposes in the above-mentioned background art and close to the town road structure of river under, in daily use, can't carry out effectual shock attenuation buffer function to the device, thereby reduced the problem of the device's use efficiency.
In order to achieve the above object, the utility model provides a following technical scheme: a novel viaduct underwater municipal road structure comprises a pier, a connecting block, a first fixing bolt and a second fixing bolt, wherein waterproof silica gel is arranged on the surface of the pier, and the two sides of the interior of the waterproof silica gel are respectively provided with a water outlet, a bridge is arranged above the outer side of the water outlet, a damping spring is arranged in the bridge, meanwhile, guard rails are arranged above the outer sides of the damping springs, the connecting blocks are arranged on two sides of the outer wall of the bridge, telescopic rods are arranged on two sides inside the connecting blocks, meanwhile, the inner side of the telescopic rod is provided with a fixed block, the first fixed bolts are arranged on two sides below the bridge pier, and a base stone block is arranged under the first fixing bolt, the surface of the base stone block is provided with glass fiber reinforced plastics, and both sides of the glass fiber reinforced plastics are provided with clamping grooves, the second fixing bolt is arranged below the outer wall of the foundation stone block, and a fixing rod is arranged below the second fixing bolt.
Preferably, the inner wall of the pier is tightly attached to the outer wall of the waterproof silica gel, and the size of the pier is identical to that of the waterproof silica gel.
Preferably, the drainage openings are symmetrically arranged about a central axis of the pier, and the drainage openings are of cylindrical structures.
Preferably, the bridge is welded with the pier through the damping springs, and the damping springs are arranged in the bridge at equal intervals.
Preferably, the connecting block, the telescopic rod and the fixing block are of telescopic structures, and the telescopic rods are symmetrically arranged about the central axis of the connecting block.
Preferably, the inner wall of the basic stone block is tightly attached to the outer wall of the glass fiber reinforced plastic, and the size of the basic stone block is identical to the size of the glass fiber reinforced plastic.
Preferably, the second fixing bolt is in threaded connection with the foundation stone block through the fixing rod, and the second fixing bolt is arranged below the foundation stone block at equal intervals.
Compared with the prior art, the beneficial effects of the utility model are that:
1. according to the novel viaduct underwater river-approaching municipal road structure, the waterproof silica gel is arranged, so that an effective waterproof function can be achieved for the bridge pier, the phenomenon that the bridge pier is soaked in water for a long time in the daily use process, the internal structure of the bridge pier is damaged is avoided, and the service life of the device is effectively prolonged;
2. according to the novel viaduct underwater river municipal road structure, the damping spring can effectively achieve a damping and buffering function on the device, and the device is prevented from being damaged due to the fact that the device bears excessive pressure in the daily use process, so that the bearing flexibility of the device is effectively improved;
3. this novel viaduct down-side town road structure of having river can play effectual anticorrosive function to the basement stone piece through setting up the glass steel, in daily use, avoids the long time bubble of basement stone piece in aqueous, leads to the basement stone piece to take place the corruption phenomenon to the effectual life who promotes the device.
Drawings
Fig. 1 is a schematic view of the front cross-sectional structure of the present invention;
FIG. 2 is a schematic view of the front view of the present invention;
FIG. 3 is a schematic view of the top view of the present invention;
fig. 4 is an enlarged schematic view of a portion a in fig. 1.
In the figure: 1. a bridge pier; 2. waterproof silica gel; 3. a water discharge opening; 4. a bridge; 5. a damping spring; 6. protecting the fence; 7. connecting blocks; 8. a telescopic rod; 9. a fixed block; 10. a first fixing bolt; 11. a boulder block; 12. glass fiber reinforced plastic; 13. a card slot; 14. a second fixing bolt; 15. and (5) fixing the rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a novel viaduct underwater municipal road structure comprises piers 1, connecting blocks 7, first fixing bolts 10 and second fixing bolts 14, waterproof silica gel 2 is arranged on the surfaces of the piers 1, water discharge ports 3 are formed in two sides of the interior of the waterproof silica gel 2, a bridge 4 is arranged above the outer side of each water discharge port 3, a damping spring 5 is arranged in each bridge 4, guard rails 6 are arranged above the outer side of each damping spring 5, the connecting blocks 7 are arranged on two sides of the outer wall of each bridge 4, telescopic rods 8 are arranged on two sides of the interior of each connecting block 7, fixing blocks 9 are arranged on the inner sides of the telescopic rods 8, the first fixing bolts 10 are arranged on two sides of the lower portion of each pier 1, a foundation block 11 is arranged below each first fixing bolt 10, glass fiber reinforced plastics 12 are arranged on the surface of each foundation block 11, clamping grooves 13 are formed in two sides of each glass fiber reinforced plastics 12, and the, and a fixing rod 15 is provided below the second fixing bolt 14.
1 inner wall of pier and the inseparable laminating of 2 outer walls of waterproof silica gel, and 1 size of pier is identical with 2 sizes of waterproof silica gel, can play effectual waterproof function to pier 1 through setting up waterproof silica gel 2, in daily use, avoids 1 long-time bubble of pier in aqueous, leads to 1 inner structure of pier to take place to damage to the effectual life who promotes the device.
The outlet 3 sets up about the axis symmetry of pier 1, and outlet 3 is cylindrical structure, can play effectual flood discharge function to the device through setting up outlet 3, in daily use, can carry out effectual drainage flood discharge to flood according to the water level height and handle to the effectual use efficiency who promotes the device.
Bridge 4 constitutes the welding through damping spring 5 and pier 1, and damping spring 5 is equidistant setting in bridge 4 inside, can play effectual shock attenuation buffer function to the device through damping spring 5, in daily use, avoids the device to bear pressure overweight, leads to the device to damage to effectual promotion the device bear pliability.
Connecting block 7, telescopic link 8 and fixed block 9 are extending structure, and telescopic link 8 sets up about connecting block 7's axis symmetry, can play effectual concatenation installation function to the device through setting up telescopic link 8, in daily use, can splice the installation to the device according to the user demand and handle to the effectual use efficiency who promotes the device.
11 inner walls of basic stone piece and 12 outer walls of glass steel closely laminate, and 11 sizes of basic stone piece are identical with 12 sizes of glass steel, can play effectual anticorrosive function to basic stone piece 11 through setting up glass steel 12, in daily use, avoid 11 long-time steeps in aqueous of basic stone piece, lead to 11 emergence corruption phenomena of basic stone piece to the effectual life who promotes the device.
The working principle is as follows: for the novel viaduct underwater river-approaching municipal road structure, the foundation stone blocks 11 are fixed on a riverbed through the fixing rods 15, the instability of the device caused by shaking of the device is avoided, the surface of the foundation stone blocks 11 is provided with the glass fiber reinforced plastics 12, the effective anticorrosion function can be achieved for the foundation stone blocks 11, the foundation stone blocks 11 are prevented from being corroded due to long-time soaking in water in the daily use process, the service life of the foundation stone blocks 11 is effectively prolonged, then when the bridge 4 needs to be spliced and installed, the fixing blocks 9 can be telescopically adjusted through the telescopic rods 8, splicing and installation work can be conducted according to the size of the bridge 4, the damping springs 5 arranged inside the bridge 4 can achieve the effective damping and buffering function for the bridge 4, and the damage of the device caused by the fact that the bridge 4 bears too heavy pressure in the daily use process is avoided, thereby effectual promotion bridge 4 bear the pliability, 1 surface of pier is provided with waterproof silica gel 2 in addition, can play effectual waterproof function to pier 1, in daily use, avoid 1 long-time bubble of pier in aqueous, lead to 1 inner structure of pier to take place to damage, last outlet 3 can play effectual flood discharge function to the device, in daily use, can carry out effectual drainage flood discharge according to the water level height and handle flood discharge, just accomplish the use of whole novel overpass under the municipal road structure of just having a river like this.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a novel viaduct is close to river town road structure down, includes pier (1), connecting block (7), first fixing bolt (10) and second fixing bolt (14), its characterized in that: the bridge is characterized in that waterproof silica gel (2) is arranged on the surface of the bridge pier (1), water drainage openings (3) are formed in two sides of the interior of the waterproof silica gel (2), a bridge (4) is arranged above the outer side of each water drainage opening (3), a damping spring (5) is arranged in each bridge (4), a guard rail (6) is arranged above the outer side of each damping spring (5), connecting blocks (7) are arranged on two sides of the outer wall of each bridge pier (4), telescopic rods (8) are arranged on two sides of the interior of each connecting block (7), fixing blocks (9) are arranged on the inner sides of the telescopic rods (8), first fixing bolts (10) are arranged on two sides of the lower portion of the bridge pier (1), a foundation block (11) is arranged under each first fixing bolt (10), glass steel (12) is arranged on the surface of each foundation block (11), clamping grooves (13) are arranged on two sides of each glass steel (12), and second fixing bolts, and a fixing rod (15) is arranged below the second fixing bolt (14).
2. The novel viaduct underwater municipal road structure according to claim 1, wherein: the inner wall of the pier (1) is tightly attached to the outer wall of the waterproof silica gel (2), and the size of the pier (1) is identical to that of the waterproof silica gel (2).
3. The novel viaduct underwater municipal road structure according to claim 1, wherein: the water discharge openings (3) are symmetrically arranged about the central axis of the pier (1), and the water discharge openings (3) are of cylindrical structures.
4. The novel viaduct underwater municipal road structure according to claim 1, wherein: the bridge (4) is welded with the pier (1) through the damping springs (5), and the damping springs (5) are arranged in the bridge (4) at equal intervals.
5. The novel viaduct underwater municipal road structure according to claim 1, wherein: connecting block (7), telescopic link (8) and fixed block (9) are extending structure, and telescopic link (8) set up about the axis symmetry of connecting block (7).
6. The novel viaduct underwater municipal road structure according to claim 1, wherein: the inner wall of the basic stone block (11) is tightly attached to the outer wall of the glass fiber reinforced plastic (12), and the size of the basic stone block (11) is matched with that of the glass fiber reinforced plastic (12).
7. The novel viaduct underwater municipal road structure according to claim 1, wherein: second fixing bolt (14) constitute threaded connection through dead lever (15) and basic stone piece (11), and second fixing bolt (14) are equidistant setting below basic stone piece (11).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020392093.8U CN211872564U (en) | 2020-03-25 | 2020-03-25 | Novel viaduct lower river-adjacent municipal road structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020392093.8U CN211872564U (en) | 2020-03-25 | 2020-03-25 | Novel viaduct lower river-adjacent municipal road structure |
Publications (1)
Publication Number | Publication Date |
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CN211872564U true CN211872564U (en) | 2020-11-06 |
Family
ID=73257683
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202020392093.8U Expired - Fee Related CN211872564U (en) | 2020-03-25 | 2020-03-25 | Novel viaduct lower river-adjacent municipal road structure |
Country Status (1)
Country | Link |
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CN (1) | CN211872564U (en) |
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2020
- 2020-03-25 CN CN202020392093.8U patent/CN211872564U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201106 Termination date: 20210325 |