CN213538833U

CN213538833U - View dam with sightseeing traffic corridor

Info

Publication number: CN213538833U
Application number: CN202022341611.6U
Authority: CN
Inventors: 柳卓; 李泰来; 李博; 张艳敏; 陈锐锋; 程文明; 徐芬; 王鹏举; 项艳; 张康; 王芬; 郑文修
Original assignee: Camce Whu Design & Research Co ltd
Current assignee: Camce Whu Design & Research Co ltd
Priority date: 2020-10-20
Filing date: 2020-10-20
Publication date: 2021-06-25
Anticipated expiration: 2030-10-20

Abstract

The utility model discloses a view dam with sightseeing traffic corridor, including setting up the dam bottom plate between the river bank of both sides, from one side river bank to opposite side river bank, it has a plurality of gate piers to distribute in proper order on the dam bottom plate, and two gate piers that are located the tip set up respectively on the river bank of both sides, are provided with the bottom shaft between the adjacent gate pier, and the bottom shaft is connected with the breakwater, is provided with the transmission who is used for driving the bottom shaft upset in the gate pier, is provided with sightseeing traffic corridor in the dam bottom plate, and sightseeing traffic corridor is provided with the observation window towards low reaches one side. The utility model discloses solidification ground, energy dissipation scour protection improve the utility model discloses adaptability under different ground and different water head operating modes. The defect of single function of the traditional barrage is overcome, the light and music fountain show is provided while the landscape lake surface is formed by retaining water and blocking rivers, and the landscape effect is also provided by sightseeing traffic galleries. The ventilation, drainage and fire-fighting facilities of the project are complete, and the life safety of pedestrians and tourists and the normal operation of the project are ensured.

Description

View dam with sightseeing traffic corridor

Technical Field

The utility model belongs to the technical field of hydraulic engineering, concretely relates to view dam with sightseeing traffic corridor.

Background

A barrage is a common water retaining structure in hydraulic buildings and is mainly used for intercepting rivers to store water. The large-and-medium-sized sluice of tradition requires the height to the ground, and the energy dissipation scour protection pressure is big, and the function singleness only is used for the manger plate, and the sluice top can set up traffic buildings such as service bridge according to overhauing the demand, and when sluice haplopore span is big, service bridge is with high costs, and the technique is complicated, and the construction degree of difficulty is big, and the investment benefit is than low.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing an above-mentioned problem to prior art exists provides a view dam with sightseeing traffic corridor.

The above object of the utility model is realized through following technical scheme:

the utility model provides a view dam with sightseeing traffic corridor, includes the dam bottom plate that sets up between the river bank of both sides, from one side river bank to opposite side river bank, it has a plurality of gate piers to distribute in proper order on the dam bottom plate, two gate piers that are located the tip set up respectively on the river bank of both sides, be provided with the bottom shaft between the adjacent gate pier, the bottom shaft is connected with the breakwater, be provided with the transmission that is used for driving the bottom shaft upset in the gate pier, be provided with sightseeing traffic corridor in the dam bottom plate, sightseeing traffic corridor is provided with the observation window towards low reaches one side.

The gate pier is internally provided with the movable chamber and the transmission chamber, and the transmission equipment is arranged in the transmission chamber.

The gate piers on the river banks on the two sides are internally provided with vertical elevators communicated with the sightseeing traffic corridor, and stair channels are arranged between other gate piers and the sightseeing traffic corridor.

The top of the gate pier is provided with the pier top fountain, and the top side of the water baffle is provided with the water baffle fountain.

The downstream side of the dam bottom plate is provided with a stilling pool, and a stilling pier is arranged in the stilling pool.

The joint of the stilling pool and the downstream side of the dam bottom plate is of a set gradient.

The bottom of the dam bottom plate is provided with the concrete pile inserted into the bottom of the riverbed.

The upstream side bottom of the dam base plate as described above is provided with a concrete cut-off wall inserted into bed bedrock at the bottom of the river bed.

Compared with the prior art, the utility model discloses there is following advantage:

1. dam bottom plate bottom is provided with the concrete pile who inserts the riverbed bottom, and the upstream side bottom of dam bottom plate is provided with the concrete cut-off wall who inserts riverbed bottom bed rock, and the solidification ground, energy dissipation scour protection improve the utility model discloses adaptability under different ground and different head of water operating modes.

2. When the sluice drill way that forms between the adjacent mound dam is great, under the prerequisite that provides traffic function, avoid building the working bridge of large-span on the surface of water, simplify construction process, shorten the time limit for a project, when reducing the investment, can also increase the view effect.

3. The defect of single function of the traditional barrage is overcome, the light and music fountain show is provided while the landscape lake surface is formed by retaining water and blocking rivers, and the landscape effect is also provided by sightseeing traffic galleries.

4. The ventilation, drainage and fire-fighting facilities of the project are complete, and the life safety of pedestrians and tourists and the normal operation of the project are ensured.

Drawings

Fig. 1 is a schematic top view of the present invention;

fig. 2 is a cross-sectional schematic view of the present invention;

fig. 3 is a schematic longitudinal section of the present invention.

In the figure: 1-a dam bottom plate; 2-gate pier; 3-bottom shaft; 4-a water baffle; 5-a transmission device; 6-sightseeing traffic corridor; 7-vertical elevator; 8-pier top fountain; 9-a water baffle fountain; 10-stilling pool; 11-force eliminating pier; 12-concrete piles; 13-concrete impervious wall; 14-descending the footpath; 15-sea eel section; 16-impingement slot section.

Detailed Description

To facilitate understanding and practice of the invention by those of ordinary skill in the art, the following detailed description of the invention is provided in connection with the accompanying drawings, and it is to be understood that the invention is further described below in connection with the accompanying drawings.

As shown in fig. 1-3, a view dam with sightseeing traffic corridor, including setting up dam bottom plate 1 between the river banks of both sides, from one side river bank to opposite side river bank, it has a plurality of gate piers 2 to distribute in proper order on dam bottom plate 1, two gate piers 2 that are located the tip set up respectively on the river bank of both sides, be provided with bottom shaft 3 between the adjacent gate pier 2, bottom shaft 3 is connected with breakwater 4, be provided with the transmission 5 that is used for driving bottom shaft 3 upset in the gate pier 2, be provided with sightseeing traffic corridor 6 in the dam bottom plate 1, sightseeing traffic corridor 6 is provided with the observation window towards low reaches one side. A movable chamber and a transmission chamber are arranged in the gate pier 2, and a transmission device 5 is arranged in the transmission chamber. The gate piers 2 on the two sides of the river bank are internally provided with vertical elevators 7 communicated with the sightseeing traffic corridor 6, and stair channels are arranged between other gate piers 2 and the sightseeing traffic corridor 6. The top of the gate pier 2 is provided with a pier top fountain 8, and the top side of the water baffle 4 is provided with a water baffle fountain 9.

The downstream side of the dam bottom plate 1 is provided with a stilling pool 10, and a stilling pier 11 is arranged in the stilling pool 10. The joint of the stilling pool 10 and the downstream side of the dam bottom plate 1 is at a set gradient.

In this embodiment, the number of the gate piers 2 is five, 4 sluice ports are formed between the adjacent gate piers 2, the distance between the adjacent gate piers 2 is 56.5m, namely, the width of the sluice port is 56.5m, the total length of the landscape dam is 270.0m, the stilling pool 10 is arranged at the water outlet of the sluice port, the stilling pool 10 is 43.0m long along the water flow direction, the pool depth is 1.2m, and the stilling pier 11 adopts a 0.8m high right-angle trapezoidal reinforced concrete structure. The gradient of the joint of the stilling pool 10 and the downstream side of the dam bottom plate 1 is 1: 4. The water baffle 4 has a water baffle height of 4.0m, both the pier top fountain 8 and the water baffle fountain 9 can be set as waterscape light music fountains, and the pier top fountain 8 has a fountain height of 10 m. When the water baffle 4 is used for vertically retaining water, the water baffle 4 is used for blocking a river to make an upstream wide lake surface, and the top side of the water baffle 4 overflows to form a small waterfall. The transmission device 5 drives the bottom shaft 3 to drive the water baffle 4 to turn over, and water can be poured downstream.

The sightseeing traffic corridor 6 is of a city door hole type, the height of the sightseeing traffic corridor 6 is 3.75m, the width of the sightseeing traffic corridor 6 is 3.5m, water collecting ditches are arranged on the upstream side and the downstream side of the sightseeing traffic corridor 6 and are connected with the gate piers 2, and the wall body of the sightseeing traffic corridor 6 can be drained into the gate piers 2 on the two sides in a seepage mode. The sightseeing traffic corridor 6 is internally provided with ventilation equipment, fire-fighting equipment and a fireproof door. Different styles of lamplight panorama shows can be arranged in the sightseeing traffic corridor 6 according to requirements, so that the tourists can experience in drawing; the sightseeing traffic corridor 6 is connected with the gate piers 2 at the two banks and the gate pier 2 at the center of the river, and workers can enter the gate piers 2 through the sightseeing traffic corridor 6 to carry out engineering overhaul. Ventilating, draining and fireproof facilities are arranged in the sightseeing traffic corridor 6.

A driving device 5 and a vertical elevator 7 are arranged in the gate pier 2 of the river bank to provide traffic connection from a sightseeing traffic corridor 6 to the river bank; the gate pier 2 located in the center of a river is internally provided with a transmission device 5, the gate pier 2 on the river bank is internally provided with a ventilation pipe and a fire pump, the gate pier 2 is connected with a sightseeing traffic corridor 6, a stair channel is arranged between the gate pier 2 and the sightseeing traffic corridor 6, the stair channel is provided with a normally closed fireproof door, and the gate pier 2 can be used as a temporary escape and refuge area when an emergency fire occurs.

The bottom of the dam bottom plate 1 is provided with a concrete pile 12 inserted into the bottom of the riverbed. The bottom of the upstream side of the dam base plate 1 is provided with a concrete cut-off wall 13 inserted into bed bottom bedrock.

The bottom of the dam bottom plate 1 is reinforced by adopting a dam foundation and is impervious to the dam foundation, the dam foundation is reinforced by concrete piles 12, the dam foundation is impervious to water by concrete impervious walls 13, in the embodiment, the concrete piles 12 are arranged in two rows extending from upstream to downstream, each row comprises a plurality of concrete piles 12 distributed in a quincunx shape, the row spacing between the concrete piles 12 is 2.0m, the depth is 4.0m, the concrete piles 12 are formed by low-pressure grouting, the thickness of each concrete impervious wall 13 is 0.5m, and the bottom side of each concrete impervious wall 13 is 1.0m deep into a foundation rock at the bottom of a riverbed.

The specific embodiments described herein are merely illustrative of the spirit of the invention. Various modifications, additions and substitutions for the specific embodiments described herein may be made by those skilled in the art without departing from the spirit of the invention or exceeding the scope of the invention as defined in the accompanying claims.

Claims

1. The utility model provides a view dam with sightseeing traffic corridor, including setting up dam bottom plate (1) between the river bank of both sides, a serial communication port, from one side river bank to opposite side river bank, it has a plurality of gate piers (2) to distribute in proper order on dam bottom plate (1), two gate piers (2) that are located the tip set up respectively on the river bank of both sides, be provided with bottom shaft (3) between adjacent gate pier (2), bottom shaft (3) are connected with breakwater (4), be provided with in gate pier (2) and be used for driving transmission equipment (5) that bottom shaft (3) overturn, be provided with sightseeing traffic corridor (6) in dam bottom plate (1), sightseeing traffic corridor (6) are provided with the observation window towards low reaches one side.

2. The landscape dam with a sightseeing traffic corridor according to claim 1, characterized in that a movable room and a transmission room are arranged in the gate pier (2), and the transmission equipment (5) is arranged in the transmission room.

3. The landscape dam with the sightseeing traffic corridor according to claim 1, characterized in that vertical elevators (7) communicated with the sightseeing traffic corridor (6) are arranged in the gate piers (2) on both banks, and a stair passage is arranged between the other gate piers (2) and the sightseeing traffic corridor (6).

4. The landscape dam with a sightseeing traffic corridor according to claim 1, characterized in that the top of the gate pier (2) is provided with a pier top fountain (8) and the top side of the breakwater (4) is provided with a breakwater fountain (9).

5. The landscape dam with the sightseeing traffic corridor according to claim 1, characterized in that a stilling pool (10) is arranged at the downstream side of the dam bottom plate (1), and stilling piers (11) are arranged in the stilling pool (10).

6. The landscape dam with a sightseeing traffic corridor according to claim 5, characterized in that the junction of the stilling pool (10) and the downstream side of the dam bottom plate (1) is of a set slope.

7. The landscape dam with a sightseeing traffic corridor according to claim 1, characterized in that the bottom of the dam base (1) is provided with concrete piles (12) inserted into the bottom of the riverbed.

8. The landscape dam with a sightseeing traffic corridor according to claim 1, characterized in that the bottom of the upstream side of the dam base (1) is provided with a concrete cut-off wall (13) inserted into the bed bottom bedrock.