Water intake pipeline system suitable for tunnel group
By designing a water intake pipeline system suitable for tunnel groups, the problem of water intake difficulties in areas surrounded by mountains and with large mountain slopes is solved, and efficient, safe and reliable water source access is achieved.
Patent Information
- Application Number
- CN202420783886.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-16
- Publication Date
- 2025-02-07
- Estimated Expiration
- 2034-04-16
AI Technical Summary
Under natural conditions surrounded by mountains and large mountain slopes, traditional water intake structure design is difficult to achieve efficient, safe and reliable water source access.
A water intake pipe system suitable for tunnel groups is designed, which includes a water intake head, a water intake pipe and a control unit. The water intake head is located in a reservoir or lake. The opening and closing of the water intake port is controlled through cast iron gates and control units. The water intake pipe runs through the mountain to achieve safe transportation of water sources.
The system can effectively obtain cleaner lake water, with a reasonable overall structure, economical, efficient, safe and reliable, and is suitable for natural conditions where it is difficult to build a plank road.
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Figure CN222435405U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of water intake structures, and in particular to a water intake pipeline system suitable for a tunnel group. Background Art
[0002] The water intake of a water plant is an important device for water intake in a water plant. Its main function is to take raw water from rivers, lakes, reservoirs and other places. The water intake methods generally include artesian wells, rivers and lakes, reservoirs, floating boats, etc. Among them, for lake or reservoir water intake structures, it is generally adopted to set up a water intake head in the center of the lake or the center of the reservoir, and to install raw water pipelines for transportation by building a plank road; however, when the reservoir or lake is surrounded by mountains and the mountains are rock and soil, the use of plank road construction has the disadvantages of greater difficulty and higher engineering costs; therefore, for the design of water intake structures under natural conditions such as surrounded by mountains and large mountain slopes, it is necessary to develop an efficient, safe and reliable water intake structure system. Utility Model Content
[0003] The embodiment of the present application provides a water intake pipeline system suitable for a tunnel group. The water intake pipeline system can obtain relatively clean lake water, and the overall structural layout is reasonable, efficient, safe and reliable.
[0004] The water intake pipeline system applicable to a tunnel group provided in an embodiment of the present application includes a water intake pipeline system body, and the water intake pipeline system body includes:
[0005] A water intake head, wherein the water intake head is at least partially located in the reservoir or lake, the reservoir or lake is surrounded by mountains, and the water intake head comprises a water intake and a cast iron gate, and the cast iron gate can open or close the water intake;
[0006] A water intake pipe, one end of which is connected to the water intake head, and the other end of which penetrates the mountain and extends to the other side of the mountain;
[0007] A control unit is connected to the cast iron gate in a transmission manner, and is used to control the rotation of the cast iron gate to open or close the water intake.
[0008] In addition, the water intake pipeline system provided in the embodiment of the present application may also have the following additional technical features:
[0009] In an optional solution, the control unit includes a screw-type gate hoist and a coupling shaft, the screw-type gate hoist is located on the side of the mountain close to the top, the length direction of the coupling shaft extends along the slope surface of the mountain, and the coupling shaft transmission connects the screw-type gate hoist and the cast iron gate.
[0010] In an optional solution, the control unit also includes a concrete pier and a double pulley mechanism, the concrete pier adopts C20 concrete, and there are multiple concrete piers, and the multiple concrete piers are arranged at intervals along the slope surface of the mountain, and the double pulley mechanism is arranged on the concrete pier and used to support the coupling.
[0011] In an optional scheme, the screw-type gate opener is arranged in a motor inspection well, the motor inspection well is cast by a C25 reinforced concrete structure, and a support angle is provided on the bottom side of the motor inspection well close to the connecting shaft to enhance the stability of the structure; the screw-type gate opener is a manual and electric dual-purpose screw-type gate opener.
[0012] In an optional solution, the water intake head is a concrete structure cast with C25 reinforced concrete, and the water intake head has a top section that is flush with the slope surface of the mountain.
[0013] In an optional solution, a tunnel for installing the water intake pipe is provided through the mountain, and a return grouting pipe and a reserved grouting pipe are also provided in the tunnel, and the gaps among the water intake pipe, the return grouting pipe and the reserved grouting pipe are filled with cement slurry.
[0014] In an optional solution, the water intake pipeline has a slope, and the slope is between 0.3% and 0.1%, and the pipe material of the water intake pipeline is a wire mesh skeleton polyethylene composite pipe.
[0015] In an optional solution, there are multiple water intake pipe system bodies, and the interval between two adjacent water intake pipe system bodies is not less than 2m.
[0016] The beneficial effects of the embodiments of the present application are:
[0017] The water intake pipe system in the embodiment of the present application arranges the water intake head in the reservoir or lake, controls the opening and closing of the water intake through the control unit and the cast iron gate, thereby controlling the water source to enter the water intake head, and then taking water through the water intake pipe. The water intake is set in the deep of the reservoir or lake, so that cleaner lake water can be obtained. In addition, the water intake volume can be guaranteed by setting the number or diameter of the water intake pipes. The layout of the entire water intake pipe system is reasonable, economical and efficient, and safe and reliable.
[0018] It should be understood that the foregoing general description and the following detailed description are exemplary only and are not restrictive of the present application. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] Figure 1 A schematic diagram of the plan layout of a water intake pipeline system provided in the present application in a specific embodiment;
[0020] Figure 2 for Figure 1 Schematic cross-sectional view of ;
[0021] Figure 3 A schematic diagram of the arrangement of the water intake pipeline provided in the present application in a specific embodiment.
[0022] Figure numerals: water intake head 1, cast iron gate 11, top section 12, reservoir or lake 2, mountain 3, tunnel 31, water intake pipe 4, control unit 5, screw-type gate opening and closing machine 51, connecting shaft 52, concrete pier 53, double pulley mechanism 54, motor inspection well 6, support angle 61, return grouting pipe 7, reserved grouting pipe 8, cement slurry 9.
[0023] The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the present application and, together with the description, serve to explain the principles of the present application. DETAILED DESCRIPTION
[0024] In order to better understand the technical solution of the present application, the embodiments of the present application are described in detail below with reference to the accompanying drawings.
[0025] It should be clear that the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in the field without creative work are within the scope of protection of the present application.
[0026] The terms used in the embodiments of the present application are only for the purpose of describing specific embodiments, and are not intended to limit the present application. The singular forms "a", "said" and "the" used in the embodiments of the present application and the appended claims are also intended to include plural forms, unless the context clearly indicates other meanings.
[0027] It should be understood that the term "and / or" used in this article is only a description of the association relationship of associated objects, indicating that there can be three relationships. For example, A and / or B can represent: A exists alone, A and B exist at the same time, and B exists alone. In addition, the character " / " in this article generally indicates that the associated objects before and after are in an "or" relationship.
[0028] It should be noted that the directional words such as "upper", "lower", "left", and "right" described in the embodiments of the present application are described at the angles shown in the accompanying drawings and should not be understood as limiting the embodiments of the present application. In addition, in the context, it is also necessary to understand that when it is mentioned that an element is connected to another element "upper" or "lower", it can not only be directly connected to another element "upper" or "lower", but also indirectly connected to another element "upper" or "lower" through an intermediate element.
[0029] There are many ways for water plants to get water, which can usually be determined by the type of water source and the geographical location. These methods include: 1) Artesian well water extraction: collecting underground water sources by drilling; the water plant will first conduct geological surveys to find a suitable water extraction site, and then drill a well, the depth of which ranges from tens of meters to hundreds of meters. This method of water extraction is widely used in areas with large water volume and good water quality. 2) River and lake water extraction: using water sources from surrounding rivers or lakes; the collected river water needs to be purified before it can be put into use. Since river water may contain more suspended matter, sediments and organisms, the purification process is more complicated. 3) Reservoir water extraction: The water quality of reservoir water is usually better because the water intake is located in the deep part of the reservoir. 4) Direct water diversion method: including digging water diversion channels, setting up sluices to control flow and water pressure, filtering and treating after introducing reservoir water, and transporting the purified water to the water plant.
[0030] 5) Pump station water diversion method: Build a pump station at the water diversion channel, install water pumps and control systems, and adjust the water flow and water pressure in real time. 6) Floating boat water intake: Use a movable rocker arm communication pipe to take water, and the water intake height can be adjusted automatically according to the water level. 7) Well water intake: The water intake pipe is buried deep underwater and taken from the center of the river, which is basically not affected by the water level. 8) Water well water intake: It is suitable for situations where the groundwater level is deep or the groundwater is seriously polluted, and groundwater is directly extracted through the groundwater well pipeline. The choice of these methods depends on the specific geographical and environmental conditions, as well as the quality and availability of water resources.
[0031] like Figure 1-3 As shown, for water intake from rivers, lakes or reservoirs, an embodiment of the present application provides a water intake pipeline system suitable for a tunnel group, the water intake pipeline system includes a water intake pipeline system body, the water intake pipeline system body includes a water intake head 1, a water intake pipeline 4 and a control unit 5, the water intake head 1 is at least partially located in a reservoir or lake 2, the reservoir or lake 2 is surrounded by a mountain 3, the water intake head 1 includes a water intake and a cast iron gate 11, the cast iron gate 11 can open or close the water intake; one end of the water intake pipeline 4 is connected to the water intake head 1, and the other end passes through the mountain 3 and extends to the other side of the mountain 3; the control unit 5 is transmission-connected to the cast iron gate 11, and the control unit 5 is used to control the rotation of the cast iron gate 11 to open or close the water intake.
[0032] It should be noted that the water intake head 1 is at least partially located in the reservoir or lake 2, which means that the water intake head 1 can be only partially located in the reservoir or lake 2, or can be completely located in the reservoir or lake 2. In this embodiment, in order to obtain clean water from deep water, the water intake head 1 is completely located in the reservoir. A water intake pipe 4 is arranged on the top of the water intake head 1, and the side wall of the water intake head 1 is connected to the water intake pipe 4 to guide water to the destination.
[0033] The water intake pipe system in this embodiment arranges the water intake head 1 in the reservoir or lake 2, and controls the opening and closing of the water intake through the control unit 5 and the cast iron gate 11, thereby controlling the water source to enter the water intake head 1, and then taking water through the water intake pipe 4. The water intake is set in the depth of the reservoir or lake 2, so that cleaner water can be obtained. In addition, the water intake volume can be guaranteed by setting the number or diameter of the water intake pipes 4; the layout of the entire water intake pipe system is reasonable, economical and efficient, and safe and reliable.
[0034] like Figure 2 As shown, in a specific embodiment, the control unit 5 includes a screw-type gate hoist 51 and a coupling 52, the screw-type gate hoist 51 is located on the side close to the top of the mountain 3, the length direction of the coupling 52 extends along the slope surface of the mountain 3, and the coupling 52 drives and connects the screw-type gate hoist 51 and the cast iron gate 11. In addition, the control unit 5 also includes a concrete pier 53 and a double pulley mechanism 54, the concrete pier 53 adopts C20 concrete, and the number of concrete piers 53 is multiple, and multiple concrete piers 53 are arranged at intervals along the slope surface of the mountain 3. The number and interval distance of the concrete piers 53 can be preset according to the actual height and slope of the mountain 3, and this article does not make specific restrictions. In addition, the double pulley mechanism 54 is arranged on the concrete pier 53 and is used to support the coupling 52. The coupling 52 is placed between the double pulleys of the double pulley mechanism 54. When the screw-type gate hoist 51 starts to work, the coupling 52 can be rolled up and down, thereby driving the cast iron gate 11 to open and close.
[0035] like Figure 2 As shown, in a specific embodiment, the screw-type gate hoist 51 is arranged in the motor inspection well 6, which is cast by C25 reinforced concrete structure, and the motor inspection well 6 is provided with a support angle 61 for strengthening the structural stability on one side of the bottom near the connecting shaft 52; the screw-type gate hoist 51 is a hand-operated and electric dual-purpose screw-type gate hoist, so that the connecting shaft 52 can be automatically or manually controlled. The water intake head 1 is a concrete structure cast by C25 reinforced concrete, and the water intake head 1 has a top cut surface 12 flush with the slope surface of the mountain 3.
[0036] like Figure 1 and Figure 3As shown, in a specific embodiment, a tunnel 31 for installing a water intake pipe 4 is provided through the mountain 3, and a return grout pipe 7 and a reserved grouting pipe 8 are also provided in the tunnel 31. The gaps between the water intake pipe 4, the return grout pipe 7 and the reserved grouting pipe 8 are filled with cement slurry 9. In this embodiment, the return grout pipe 7 and the reserved grouting pipe 8 are provided at the top of the water intake pipe 4. These two pipes are used in one and reserved in another, and the cement mortar can be refilled. The water intake pipe 4 has a slope, and the slope is between 3 / 1000 and 1 / 1000. The natural flow of water can be facilitated by the set slope. In addition, the pipe material of the water intake pipe 4 can be a wire mesh skeleton polyethylene composite pipe.
[0037] In a specific embodiment, there are multiple water intake pipe system bodies, and the interval between two adjacent water intake pipe system bodies is not less than 2m to prevent water disturbance between two adjacent water intakes from affecting the water flow and water quality.
[0038] The operating principle of the water intake pipeline system in the embodiment of the present application is: when water is entering, the screw-type opening and closing machine 51 is turned on, the connecting shaft 52 is rotated to stretch upward, the gate is opened, and the water in the lake enters the water intake head 1 and then enters the water intake pipeline 4; when the screw-type opening and closing machine 51 is closed, the connecting shaft 52 is rotated downward, the gate is closed, and the water intake is stopped.
[0039] The above are only preferred embodiments of the present application and are not intended to limit the present application. For those skilled in the art, the present application may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims
1. A water intake pipeline system suitable for a tunnel group, comprising a water intake pipeline system body, characterized in that: The water intake pipe system body comprises: A water intake head, wherein the water intake head is at least partially located in a reservoir or a lake, the reservoir or the lake is surrounded by mountains, and the water intake head comprises a water intake and a cast iron gate, and the cast iron gate can open or close the water intake; A water intake pipe, one end of which is connected to the water intake head, and the other end of which penetrates the mountain and extends to the other side of the mountain; A control unit is connected to the cast iron gate in a transmission manner, and is used to control the rotation of the cast iron gate to open or close the water intake.
2. The water intake pipeline system suitable for a tunnel group according to claim 1, characterized in that: The control unit includes a screw-type gate hoist and a coupling shaft. The screw-type gate hoist is located on one side of the mountain body close to the top. The length direction of the coupling shaft extends along the slope surface of the mountain body, and the coupling shaft transmission connects the screw-type gate hoist and the cast iron gate.
3. The water intake pipeline system suitable for a tunnel group according to claim 2, characterized in that: The control unit also includes a concrete pier and a double pulley mechanism. The concrete pier adopts C20 concrete, and there are multiple concrete piers. The multiple concrete piers are arranged at intervals along the slope surface of the mountain. The double pulley mechanism is arranged on the concrete pier and is used to support the coupling.
4. The water intake pipeline system suitable for a tunnel group according to claim 2 or 3, characterized in that: The screw-type gate opener is arranged in a motor inspection well, which is cast by a C25 reinforced concrete structure, and a support angle for enhancing the structural stability is arranged on one side of the bottom of the motor inspection well close to the connecting shaft; the screw-type gate opener is a manual and electric dual-purpose screw-type gate opener.
5. The water intake pipeline system suitable for a tunnel group according to claim 4, characterized in that: The water intake head is a concrete structure cast with C25 reinforced concrete, and the water intake head has a top section flush with the slope surface of the mountain.
6. The water intake pipeline system applicable to a tunnel group according to any one of claims 1 to 3 or claim 5, characterized in that: The mountain is penetrated by a tunnel for installing the water intake pipe, and a return grouting pipe and a reserved grouting pipe are also arranged in the tunnel. The gaps among the water intake pipe, the return grouting pipe and the reserved grouting pipe are filled with cement slurry.
7. The water intake pipeline system suitable for a tunnel group according to claim 6, characterized in that: The water intake pipeline has a slope, and the slope is between 0.3% and 0.1%, and the pipe material of the water intake pipeline is a steel wire mesh skeleton polyethylene composite pipe.
8. The water intake pipeline system suitable for a tunnel group according to claim 6, characterized in that: There are multiple water intake pipe system bodies, and the interval between two adjacent water intake pipe system bodies is not less than 2m.