CN212200048U - Novel bridge floor drainage structures - Google Patents

Novel bridge floor drainage structures Download PDF

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Publication number
CN212200048U
CN212200048U CN202020439394.1U CN202020439394U CN212200048U CN 212200048 U CN212200048 U CN 212200048U CN 202020439394 U CN202020439394 U CN 202020439394U CN 212200048 U CN212200048 U CN 212200048U
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China
Prior art keywords
drainage
bottom plate
wedge
plate
bridge floor
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CN202020439394.1U
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Chinese (zh)
Inventor
陈茂龙
郭成玲
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Erdos Oriental Road And Bridge Group Co ltd
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Suqian Penghui Concrete Component Co ltd
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Priority to CN202020439394.1U priority Critical patent/CN212200048U/en
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Abstract

The utility model discloses a novel bridge floor drainage structure, including bridge strut, bridge floor and guard flap, the bridge floor both sides are equipped with water drainage tank, water drainage tank bottom is equipped with can be along water drainage tank gliding wedge bottom plate from top to bottom, wedge bottom plate below is equipped with the spout, be equipped with in the spout with wedge bottom plate complex drive block, drive block drives it through drive structure and slides along the spout bottom, the distance of wedge bottom plate to water drainage tank opening part is L1, the height of drive block is L2, L1 is L2; and a drainage channel is arranged on the side wall of the drainage channel, and a filter screen is arranged at one end of the drainage channel close to the side wall of the drainage channel. The utility model discloses a what set up can be along the water drainage tank bottom gliding wedge bottom plate from top to bottom, when pulling down the drain cover board, utilize the drive block to slide wedge bottom plate jack-up, make wedge bottom plate flush with the bridge floor, can conveniently clear up the interior concentrated silt of water drainage tank in that time.

Description

Novel bridge floor drainage structures
Technical Field
The utility model relates to a bridge construction field, concretely relates to novel bridge floor drainage structures.
Background
When bridge floor rainwater detention time overlength, the rainwater can permeate and get into inside the bridge structures, makes the reinforcing bar in the bridge span, pier and the abutment structure of bridge probably become the corrosion because of the infiltration, and the toughness and the intensity of reinforcing bar reduce, have reduced the life of bridge. The existing drainage system usually only pours accumulated water of the bridge deck into drainage grooves formed in two sides of the bridge deck and leads the accumulated water to the ground through a drainage pipe, but the accumulated water of the bridge deck generally carries a large amount of silt, and part of the accumulated water cannot be drained to the ground through the drainage pipe and is gathered in the drainage grooves, so that the accumulated water is extremely difficult to clean.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's weak point, provide a novel bridge floor drainage structures, debris such as aim at solution silt are piled up and are gathered in water drainage tank, the problem of inconvenient clearance.
The technical scheme of the utility model: a novel bridge deck drainage structure comprises bridge pillars, a bridge deck and protective baffles, wherein drainage grooves are formed in two sides of the bridge deck, a drainage cover plate is detachably connected to an opening of each drainage groove, a wedge-shaped bottom plate capable of sliding up and down along the drainage grooves is arranged at the bottom of each drainage groove, a sliding groove is formed below each wedge-shaped bottom plate, a driving block matched with the wedge-shaped bottom plate is arranged in each sliding groove, the driving block is driven by a driving structure to slide along the bottom of each sliding groove, the distance from each wedge-shaped bottom plate to the opening of each drainage groove is L1, the height of each driving block is L2, and L1 is L2;
and a drainage channel is arranged on the side wall of the drainage channel, one end of the drainage channel close to the bridge floor is positioned in the middle of the side wall of the drainage channel, and a filter screen is arranged at one end close to the side wall of the drainage channel.
Further, the drive structure includes rotating electrical machines, operation storehouse, driving screw and otic placode, the drive block below is located in the operation storehouse, driving screw locates in the operation storehouse, the drive block bottom is located to the otic placode, the otic placode passes the upper wall in operation storehouse and cooperates with driving screw.
Furthermore, a pulley is arranged at the bottom of the ear plate.
Furthermore, a limiting plate is arranged on one side of the wedge-shaped bottom plate, and a limiting cavity for accommodating the limiting plate is arranged on the bridge floor.
Further, be equipped with one on the guard flap and accomodate the chamber, it is equipped with a rubber buffer to accomodate the intracavity, the rubber buffer with accomodate and be equipped with a compression spring between the chamber bottom.
Further, a limiting rod is connected between the rubber plug and the limiting plate.
The utility model has the advantages that:
the utility model discloses a what set up can be along the water drainage tank bottom gliding wedge bottom plate from top to bottom, when pulling down the drain cover board, utilize the drive block to slide wedge bottom plate jack-up, make wedge bottom plate flush with the bridge floor, can conveniently clear up the interior concentrated silt of water drainage tank in that time.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of portion A of FIG. 1;
FIG. 3 is an enlarged view of the portion B of FIG. 2;
fig. 4 is an enlarged schematic view of the portion C in fig. 2.
1. Bridge strut 2, bridge floor 3, guard flap 4, drainage cover plate 5, water drainage tank 6, drive block 7, spout 8, rotating electrical machines 9, operation storehouse 10, drive screw 11, otic placode 12, pulley 13, limiting plate 14, spacing chamber 15, accomodate chamber 16, rubber buffer 17, compression spring 18, gag lever post 19, drainage channel 20, filter screen 21, wedge bottom plate.
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.
In the description of the present invention, it should be understood that the terms "front", "back", "vertical", "left", "right", "up", "down", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element being referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
Fig. 1 to 4 show a novel drainage structure for a bridge deck 2, which comprises a bridge pillar 1 and a bridge deck 2 disposed on the bridge pillar 1, and protective baffles 3 are disposed on two sides of the bridge deck 2. 2 both sides of bridge floor are equipped with the water drainage tank 5 of getting rid of ponding on the bridge floor 2, can dismantle on the water drainage tank 5 and connect a drainage cover plate 4, be equipped with the filtration pore on the drainage cover plate 4, can avoid the impurity of great granule to fall into water drainage tank 5.
5 bottoms of water drainage tank are equipped with a wedge bottom plate 21, and this wedge bottom plate 21 can slide from top to bottom along water drainage tank 5, for the upper and lower activity that realizes wedge bottom plate 21, carries out following setting:
a driving block 6 matched with the wedge-shaped bottom plate 21 is arranged below the wedge-shaped bottom plate 21, the driving block 6 is arranged in a sliding groove 7 on the bridge deck 2 body, and the wedge-shaped bottom plate 21 can be driven to slide up and down through the change of the position of the driving block 6. It should be noted that the distance from the wedge-shaped bottom plate 21 to the opening of the drainage channel 5 is L1, the height of the driving block 6 is L2, and L1 is L2. Thus, when the driving block 6 acts, the upper surface of the wedge-shaped bottom plate 21 is flush with the bridge deck 2, and cleaning can be conveniently carried out.
The driving block 6 includes a rotating motor 8, a working chamber 9, a driving screw 10, and an ear plate 11 disposed below the driving block 6. The operation bin 9 is arranged below the sliding groove 7, the driving screw 10 is arranged in the operation bin 9, one end of the driving screw is rotatably connected with the side wall of the operation bin 9, the other end of the driving screw is connected with an output shaft of the rotating motor 8, and the rotating motor 8 is arranged in a cavity inside the supporting beam. The lug plate 11 penetrates through the upper wall of the working bin 9 to be matched with the driving screw rod 10 in the working bin 9.
In order to reduce the friction force when the ear plate 11 contacts the operation cabin 9, a pulley 12 is arranged at the bottom of the ear plate 11. Thus, the lug plate 11 indirectly abuts against the bottom of the working bin 9, and the stability of the driving block 6 can be improved.
In order to avoid the wedge-shaped bottom plate 21 from falling back smoothly under the action of gravitational potential energy and being clamped in the drainage channel 5, a limiting plate 13 is arranged on one side of the wedge-shaped bottom plate 21, and a limiting cavity 14 for accommodating the limiting plate 13 is arranged on the bridge deck 2. Be equipped with one on guard flap 3 and accomodate chamber 15, accomodate and be equipped with a rubber buffer 16 in the chamber 15, rubber buffer 16 and accomodate and be equipped with a compression spring 17 between the chamber 15 bottom. A limiting rod 18 is connected between the rubber plug 16 and the limiting plate 13. The spring action of the compression spring 17 assists the fall back of the wedge-shaped base plate 21.
And a drainage channel 19 is arranged on the side wall of the drainage channel 5, one end of the drainage channel 19 close to the bridge deck 2 is positioned in the middle of the side wall of the drainage channel 5, and a filter screen 20 is arranged at one end close to the side wall of the drainage channel 5. Wherein, regarding the arrangement of the position of the drainage channel 19, namely, the end of the drainage channel 19 close to the bridge deck 2 is located at the middle position of the side wall of the drainage channel 5, sand can be avoided due to the sediment at the bottom, and the blockage is avoided.
When pulling down drainage cover plate 4, utilize the drive block 6 to slide and jack up wedge bottom plate 21, make wedge bottom plate 21 flush with bridge floor 2, can conveniently clear up the interior concentrated silt of water drainage tank 5 in the time.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (6)

1. The utility model provides a novel bridge floor drainage structures, includes bridge column, bridge floor and guard flap, its characterized in that: drainage grooves are formed in two sides of the bridge deck, a drainage cover plate is detachably connected to an opening of each drainage groove, a wedge-shaped bottom plate capable of sliding up and down along the drainage grooves is arranged at the bottom of each drainage groove, a sliding groove is formed below each wedge-shaped bottom plate, a driving block matched with the wedge-shaped bottom plate is arranged in each sliding groove, the driving block is driven by a driving structure to slide along the bottom of each sliding groove, the distance from each wedge-shaped bottom plate to the opening of each drainage groove is L1, the height of each driving block is L2, and L1 is L2;
and a drainage channel is arranged on the side wall of the drainage channel, one end of the drainage channel close to the bridge floor is positioned in the middle of the side wall of the drainage channel, and a filter screen is arranged at one end close to the side wall of the drainage channel.
2. A novel bridge deck drainage structure as claimed in claim 1, wherein: the driving structure comprises a rotating motor, an operation bin, a driving screw and an ear plate, the operation bin is arranged below the sliding groove, the driving screw is arranged in the operation bin, the ear plate is arranged at the bottom of the driving block, and the ear plate penetrates through the upper wall of the operation bin to be matched with the driving screw.
3. A novel bridge deck drainage structure as claimed in claim 2, wherein: the bottom of the ear plate is provided with a pulley.
4. A novel bridge deck drainage structure as claimed in claim 1, wherein: a limiting plate is arranged on one side of the wedge-shaped bottom plate, and a limiting cavity for containing the limiting plate is arranged on the bridge floor.
5. A novel bridge deck drainage structure as claimed in claim 4, wherein: the rubber buffer is characterized in that a containing cavity is formed in the protective baffle, a rubber plug is arranged in the containing cavity, and a compression spring is arranged between the rubber plug and the bottom of the containing cavity.
6. A novel bridge deck drainage structure as claimed in claim 5, wherein: and a limiting rod is connected between the rubber plug and the limiting plate.
CN202020439394.1U 2020-03-31 2020-03-31 Novel bridge floor drainage structures Active CN212200048U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020439394.1U CN212200048U (en) 2020-03-31 2020-03-31 Novel bridge floor drainage structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020439394.1U CN212200048U (en) 2020-03-31 2020-03-31 Novel bridge floor drainage structures

Publications (1)

Publication Number Publication Date
CN212200048U true CN212200048U (en) 2020-12-22

Family

ID=73824356

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020439394.1U Active CN212200048U (en) 2020-03-31 2020-03-31 Novel bridge floor drainage structures

Country Status (1)

Country Link
CN (1) CN212200048U (en)

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP01 Change in the name or title of a patent holder

Address after: 223800 Dongfeng Village, Luji Town, Suqian City, Jiangsu Province

Patentee after: Suqian Penghui concrete component Co.,Ltd.

Address before: 223800 Dongfeng Village, Luji Town, Suqian City, Jiangsu Province

Patentee before: SUQIAN PENGHUI CONCRETE COMPONENT Co.,Ltd.

CP01 Change in the name or title of a patent holder
TR01 Transfer of patent right

Effective date of registration: 20231007

Address after: 017000 No.140 forest North Ring Road, Dongsheng District, Ordos City, Inner Mongolia Autonomous Region

Patentee after: ERDOS ORIENTAL ROAD AND BRIDGE GROUP Co.,Ltd.

Address before: 223800 Dongfeng Village, Luji Town, Suqian City, Jiangsu Province

Patentee before: Suqian Penghui concrete component Co.,Ltd.

TR01 Transfer of patent right