Dam gate hoist chamber structure internally provided with damper

Abstract

The utility model relates to the technical field of water conservancy projects, in particular to a dam gate hoist chamber structure internally provided with dampers, which comprises stand columns, cross beams and floor slabs, the four stand columns are vertically arranged and distributed in a rectangular shape. Cross beams are poured between every two adjacent stand columns, the four cross beams are located at the same height, and the floor slabs are poured on the cross beams. A first damper is arranged in each stand column, and a second damper is arranged between every two adjacent stand columns. Compared with an existing hoist chamber structure, the structure has the advantages that the dampers are arranged in the stand columns and between every two adjacent stand columns, part of earthquake energy is absorbed, the anti-seismic capacity is improved, and the structure has the advantage of being good in earthquake energy reduction effect.

Description

Technical Field

[0001] The utility model relates to the technical field of water conservancy projects, in particular to a dam gate hoist and close machine room structure with a damper arranged inside. Background Art

[0002] The hoist chamber is an important component structure of the dam. In the prior art, there are relevant patents that disclose the structure of the hoist chamber. For example, the patent with the announcement number CN215482772U discloses a hoist chamber structure, which is convenient for operators to open and close the gate while ensuring the seismic performance of the sluice. For another example, the patent with the announcement number CN215518647U discloses a steel dam gate with a hoist chamber below. By installing the hoist chamber on the bottom plate, the use of the middle pier can be eliminated, thereby increasing the flow and flood discharge capacity of the river channel, and at the same time eliminating the landscape impact caused by the arrangement of the gate piers, so that the river channel can form a continuous water surface, and improve the river channel landscape effect.

[0003] However, no anti-seismic and shock-absorbing measures are adopted inside the gate hoist room in the prior art. Since it is located at a higher position on the dam body, under high earthquake intensity, the amplification effect causes a large dynamic response of the gate hoist room structure, and conventional structural design is difficult to meet the requirements of crack resistance and stability. Utility Model Content

[0004] The main purpose of the utility model is to provide a dam gate hoist chamber structure with a damper arranged inside, so as to overcome the problem that the existing hoist chamber structure fails to meet the requirements of crack resistance and stability because no anti-vibration and shock-absorbing measures are taken.

[0005] To achieve the above-mentioned purpose, the utility model proposes a dam gate hoist room structure with a damper arranged inside, the hoist room comprising columns, beams and floor slabs; four columns are arranged vertically, and the four columns are distributed in a rectangular shape; a cast beam is arranged between two adjacent columns, the four beams are at the same height, and the floor slab is cast on the beams; a first damper is arranged inside each column, and a second damper is arranged between two adjacent columns.

[0006] Preferably, the first damper and the second damper are both hydraulic dampers; the hydraulic damper comprises an oil storage cylinder and a piston arranged inside the oil storage cylinder, and damping oil is arranged in the oil storage cylinder.

[0007] Preferably, each column is a segmented structure, and the joint between the two sections of the column is located below the crossbeam; there are two first dampers inside each column, which are respectively located on the upper and lower sides of the joint of the column, and the two first dampers are vertically arranged with their axes collinear, and the pistons of the two first dampers are connected by the same vertical piston rod.

[0008] Preferably, the second damper is arranged horizontally, a transverse piston rod is connected to the piston of the second damper, and a horizontal connecting rod is connected to the end of the oil storage cylinder of the second damper; one end of the transverse piston rod away from the second damper is connected to the vertical piston rod inside one of the columns; one end of the horizontal connecting rod away from the second damper is connected to the vertical piston rod inside the other column.

[0009] Preferably, an anchor rod is provided at the end of the oil storage cylinder of the first damper, and the anchor rod is anchored in the column.

[0010] Preferably, a damping control valve is provided on the oil storage cylinder.

[0011] Preferably, a stroke marking line is provided on the cylinder wall of the oil storage cylinder.

[0012] Preferably, each column is a segmented structure, a concave groove is provided on the docking surface of one segment of the column, and a convex block is provided on the docking surface of the other segment of the column; when the two segments of the column are docked, the convex block is snapped into the concave groove.

[0013] Due to the adoption of the above technical solution, the beneficial effects of the utility model are as follows:

[0014] (1) Compared with the existing hoist room structure, by arranging dampers inside the columns and between two adjacent columns, part of the seismic energy can be absorbed and the seismic resistance can be improved. This structure has the advantage of good seismic energy reduction effect.

[0015] (2) In the present invention, the two first dampers in each column are arranged vertically, and the second damper between two adjacent columns is arranged horizontally. By arranging both horizontally and vertically, the energy of earthquakes in different directions, horizontally and vertically, can be effectively reduced. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on the structures shown in these drawings without paying creative work.

[0017] Figure 1 A cross-sectional view of the dam gate hoist chamber structure provided by the utility model;

[0018] Figure 2 for Figure 1 Partial structural view of the middle AA section;

[0019] Figure 3 for Figure 1The enlarged view of point B in the middle;

[0020] Figure 4 It is a structural schematic diagram of the joint part of the central column of the utility model.

[0021] Explanation of the accompanying drawings: 1. Hoist room; 2. Column; 2a. Concave groove; 2b. Convex block; 3. Crossbeam; 4. Floor; 5. First damper; 6. Second damper; 7. Oil storage cylinder; 8. Piston; 9. Vertical piston rod; 10. Transverse piston rod; 11. Horizontal connecting rod; 12. Anchor rod; 13. Working gate. DETAILED DESCRIPTION

[0022] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0023] It should be noted that all directional indications in the embodiments of the present invention (such as up, down, left, right, front, back...) are only used to explain the relative position relationship, movement status, etc. between the components under a certain specific posture (as shown in the accompanying drawings). If the specific posture changes, the directional indication will also change accordingly.

[0024] In addition, the descriptions of "first", "second", etc. in the present utility model are only used for descriptive purposes and cannot be understood as indicating or implying their relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. In addition, the technical solutions between the various embodiments can be combined with each other, but they must be based on the ability of ordinary technicians in this field to implement them. When the combination of technical solutions is contradictory or cannot be implemented, it should be deemed that such a combination of technical solutions does not exist and is not within the scope of protection required by the present utility model.

[0025] As shown in the attached drawings, a dam gate hoist chamber structure with a damper disposed inside, the hoist chamber 1 is located above the working gate 13, and the hoist chamber 1 includes columns 2, beams 3 and floor slabs 4; four columns 2 are vertically arranged, and the four columns 2 are distributed in a rectangular shape; a beam 3 is cast between two adjacent columns 2, and the four beams 3 are at the same height, and the floor slab 4 is cast on the beam 3; a first damper 5 is disposed inside each column 2, and a second damper 6 is disposed between two adjacent columns 2. Further, the first damper 5 and the second damper 6 are both hydraulic dampers; the hydraulic damper includes an oil storage cylinder 7, and a piston 8 disposed inside the oil storage cylinder 7, and damping oil is disposed inside the oil storage cylinder 7.

[0026] Combination Figure 3 As shown, each column 2 is a segmented structure, and the joint between the two sections of the column is located below the crossbeam 3; there are two first dampers 5 inside each column 2, which are respectively located on the upper and lower sides of the joint of the column 2, and the two first dampers 5 are vertically arranged with their axes collinear; the pistons 8 of the two first dampers 5 are connected by the same vertical piston rod 9.

[0027] Combination Figure 3 As shown, the second damper 6 is arranged horizontally, and a transverse piston rod 10 is connected to the piston 8 of the second damper 6, and a horizontal connecting rod 11 is connected to the end of the oil storage cylinder 7 of the second damper 6; the end of the transverse piston rod 10 away from the second damper 6 is connected to the vertical piston rod 9 inside one of the columns 2; the end of the horizontal connecting rod 11 away from the second damper 6 is connected to the vertical piston rod 9 inside another column 2. Since the two first dampers 5 in each column 2 are arranged vertically, and the second damper 6 between two adjacent columns 2 is arranged horizontally, the energy of earthquakes in different directions horizontally and vertically can be effectively reduced by both horizontal and vertical settings. When an earthquake occurs, part of the earthquake energy is absorbed by the damping oil, the displacement of the column 2 caused by the earthquake is reduced, and the energy is reduced at the bottom to reduce the impact on the upper structure.

[0028] Combination Figure 3 As shown, an anchor rod 12 is provided at the end of the oil storage cylinder 7 of the first damper 5 , and the anchor rod 12 is anchored in the column 2 to enhance the fastening of the oil storage cylinder 7 .

[0029] A damping control valve (not shown in the figure) is arranged on the oil storage cylinder 7 . The purpose of arranging the damping control valve is to adjust the damping strength of the damping oil inside the oil storage cylinder 7 .

[0030] In this embodiment, a stroke marking line (not shown in the figure) is provided on the cylinder wall of the oil storage cylinder 7. Specifically, a transparent observation window is provided on the cylinder wall of the oil storage cylinder 7 for observing the movement of the piston 8 inside the oil storage cylinder 7. The stroke marking line is provided on the cylinder wall of the oil storage cylinder 7 to indicate the displacement of the piston 8.

[0031] Combination Figure 4 As shown, each column 2 is a segmented structure, a concave groove 2a is provided on the butt joint surface of one column segment, and a convex block 2b is provided on the butt joint surface of the other column segment; when the two columns are butt jointed, the convex block 2b is clamped on the concave groove 2a to form a limiting structure, which can effectively prevent the two columns from being misaligned with each other. Specifically, the concave grooves 2a on the two adjacent columns 2 are in opposite directions, which can prevent the column from being displaced or slipping to one side.

[0032] During use, the first damper 5 and the second damper 6 need to be checked regularly, and if the damper structure is damaged or the damping oil is leaking, they need to be repaired or replaced in time.

[0033] The above description is only a preferred embodiment of the present invention, and does not limit the patent scope of the present invention. All equivalent structural changes made under the concept of the present invention using the contents of the specification and drawings of the present invention, or direct / indirect application in other related technical fields are included in the patent protection scope of the present invention.

Claims

1. A dam gate hoist chamber structure with a damper disposed inside, characterized in that: The hoist room (1) comprises columns (2), beams (3) and a floor slab (4); four columns (2) are arranged vertically and the four columns (2) are distributed in a rectangular shape; a cast beam (3) is arranged between two adjacent columns (2), the four beams (3) are at the same height, and the floor slab (4) is cast on the beams (3); a first damper (5) is arranged inside each column (2), and a second damper (6) is arranged between two adjacent columns (2).

2. A dam gate hoist chamber structure with a damper disposed therein as claimed in claim 1, characterized in that: The first damper (5) and the second damper (6) are both hydraulic dampers; the hydraulic damper comprises an oil storage cylinder (7) and a piston (8) arranged inside the oil storage cylinder (7); damping oil is arranged inside the oil storage cylinder (7).

3. A dam gate hoist chamber structure with a damper disposed therein as claimed in claim 2, characterized in that: Each column (2) is a segmented structure, and the joint between the two sections of the column is located below the crossbeam (3); there are two first dampers (5) inside each column (2), which are respectively located on the upper and lower sides of the joint of the column (2), and the two first dampers (5) are vertically arranged with their axes in line, and the pistons (8) of the two first dampers (5) are connected by the same vertical piston rod (9).

4. A dam gate hoist chamber structure with a damper disposed therein as claimed in claim 3, characterized in that: The second damper (6) is arranged horizontally, a transverse piston rod (10) is connected to the piston (8) of the second damper (6), and a horizontal connecting rod (11) is connected to the end of the oil storage cylinder (7) of the second damper (6); One end of the transverse piston rod (10) away from the second damper (6) is connected to a vertical piston rod (9) inside one of the columns (2); and one end of the horizontal connecting rod (11) away from the second damper (6) is connected to a vertical piston rod (9) inside the other column (2).

5. A dam gate hoist chamber structure with a damper disposed therein as claimed in claim 3, characterized in that: An anchor rod (12) is provided at the end of the oil storage cylinder (7) of the first damper (5), and the anchor rod (12) is anchored in the column (2).

6. A dam gate hoist chamber structure with a damper disposed therein as claimed in claim 2, characterized in that: A damping control valve is arranged on the oil storage cylinder (7).

7. A dam gate hoist chamber structure with a damper disposed therein as claimed in claim 2, characterized in that: A stroke marking line is arranged on the cylinder wall of the oil storage cylinder (7).

8. A dam gate hoist chamber structure with a damper disposed therein as claimed in claim 3, characterized in that: Each upright column (2) is a segmented structure, wherein a concave groove (2a) is arranged on the butt joint surface of one segment of the column, and a convex block (2b) is arranged on the butt joint surface of the other segment of the column; when the two segments of the column are butt jointed, the convex block (2b) is clamped on the concave groove (2a).

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