Dock entrance waterstop structure, waterstop system and use method
By installing a water-stop strip assembly on the side of the water-stop gate and automatically tightening it using water pressure difference, the problems of low efficiency and unstable sealing of traditional mechanical tightening are solved, achieving a highly efficient and reliable water-stopping effect at the dock entrance.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-11-28
- Publication Date
- 2026-04-10
AI Technical Summary
Existing water-stop steel gates rely on mechanical force for sealing, which requires a large amount of maintenance, has low sealing reliability, and is prone to failure under high pressure.
The gate is equipped with water-stop strips on both sides, which abut against the dock pier and the dock gate. By pumping water, a pressure difference is formed between the inside and outside of the gate, which automatically tightens the gate and achieves active sealing.
It reduces maintenance workload, improves sealing performance and reliability, and maintains good sealing performance even under high pressure, avoiding frequent wear and tear on mechanical parts.
Smart Images

Figure CN121827282A_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the technical field of dock seal, in particular to a dock seal structure, a seal system and a use method. BACKGROUND
[0002] At present, the steel gate is a common device for water release, flood regulation and water retaining in hydraulic structures. The commonly used ordinary steel gate is mainly pressed by mechanical force, which mainly relies on bolts, jacks and other external mechanical force to press the sealing element. A large number of bolts or hydraulic rods need to be operated one by one, the maintenance workload is large, the mechanical parts are easy to be damaged, the sealing reliability is relatively low, the mechanical force is fixed, the sealing pressure does not change when the water pressure rises, and the sealing is easy to fail under high pressure. SUMMARY
[0003] The present application aims at the problems in the background art, and provides a dock seal structure, a seal system and a use method.
[0004] In a first aspect, the present application provides a dock seal structure, comprising: two oppositely arranged dock piers, a dock bottom plate being arranged between the two dock piers; a dock gate placed on the dock bottom plate, the dock gate and the dock piers having a water storage cavity therebetween; a seal gate arranged on both sides of the dock gate, the seal gate being placed on the dock bottom plate, the seal gate having a seal strip assembly arranged on both sides thereof, and the two sides of the seal gate being used for abutting against the dock piers and the dock gate, respectively.
[0005] Preferably, the present application further comprises: a guide sill arranged at the bottom of the dock pier, the guide sill being connected with the dock bottom plate; a first seal belt continuously laid on the guide sill and the dock bottom plate, the seal gate and the dock gate pressing the first seal belt; the bottom of the seal gate away from the dock gate abutting against the guide sill.
[0006] Preferably, the seal gate comprises a rectangular box body and a base, and the seal strip assembly is arranged on both sides of the rectangular box body. the seal strip assembly comprises at least two seal strips arranged along the length direction of the rectangular box body, and the two sides of the rectangular box body are used for abutting against the dock piers and the dock gate, respectively; the base is used for abutting against the guide sill.
[0007] Preferably, the guide sill comprises a slope part and a guide bottom plate, the slope part is arranged in L shape, one end of the slope part is connected with the pier, and the other end of the guide bottom plate is connected with the gate bottom plate. The base has a wedge part matched with the slope part, and the wedge part is arranged in L shape.
[0008] Preferably, the waterstop assembly comprises at least two waterstops arranged along the length direction of the waterstop gate.
[0009] Preferably, the waterstop assembly comprises a first waterstop and a second waterstop, the first waterstop is an Ω-shaped flexible waterstop, the second waterstop is a rectangular waterstop, and the first waterstop is located outside the second waterstop.
[0010] Preferably, the rectangular box body comprises a first front water baffle, two first side water baffles and a back plate, the two first side water baffles are connected to the two sides of the first front water baffle, and the first side water baffles are arranged at an obtuse angle with the first front water baffle. The back plate connects the two first side water baffles. The waterstop assembly is arranged on the first side water baffles, and the two first side water baffles are respectively used for abutting against the pier and the gate.
[0011] Preferably, the base comprises a second front water baffle, two second side water baffles and two guide inclined plates, the two second side water baffles are connected to the two sides of the second front water baffle, and the second side water baffles are arranged at an obtuse angle with the second front water baffle. One guide inclined plate is connected to the side of each second side water baffle away from the second front water baffle, and the two guide inclined plates are connected with each other and form the wedge part. The second front water baffle is connected with the first front water baffle, the second side water baffles are connected with the first side water baffles, the waterstop assembly extends downward and is arranged on the second side water baffles, and the two second side water baffles are respectively used for abutting against the pier and the gate.
[0012] In the second aspect, the application discloses a gate waterstop system, which comprises a water pumping device and the waterstop structure. The water pumping device is used for pumping water in the water storage cavity.
[0013] In the third aspect, the application discloses a use method of the gate waterstop structure, which is based on the waterstop structure and comprises the following steps. S1: float a plurality of said water stop gates to the inside and outside of the dock gate respectively; S2: float said dock gate between two said dock piers, and then sink said dock gate to the bottom plate of said dock gate; S3: float a plurality of said water stop gates to the interface of said dock pier and said dock gate, and then pull said water stop gate to seal the two ends of said water storage cavity; S4: pump water in said water storage cavity to reduce the water level in said water storage cavity to the design water level, and use the water pressure difference between the inside and outside of said water stop gate to compress said water stop gate.
[0014] Compared with the prior art, the beneficial effects of the present application are: 1. The dock gate water stop structure of the present application, both sides of the water stop gate are provided with a water stop strip assembly, which is in abutment with the dock pier and the dock gate respectively through the two sides of the water stop gate, so as to seal the water storage cavity between the dock gate and the dock pier, and through the cooperation of the dock pier, the dock gate and the water stop gate, the water stop of the dock gate is realized, further, the water stop gate is arranged on the inside and outside of the dock gate, and the two sides of the water stop gate are used for abutting with the dock pier and the dock gate respectively, so that the two water stop gates are used to seal the two ends of the water storage cavity, so that the water storage cavity forms a space with both ends sealed; in use, the water in the water storage cavity is pumped out by the water pumping equipment, so that the water level of the water storage cavity is lowered, so that the water pressure on the inside and outside of the water stop gate changes, the water pressure on the outside of the water stop gate is higher than that on the inside, and under the action of the water pressure on the outside, the water stop gate is compressed on the dock pier and the dock gate, further enhancing the sealing performance of the water stop gate, compared with the ordinary steel gate, the sealing performance thereof increases synchronously with the water pressure on the outside of the water stop gate, and good sealing can be maintained at high pressure.
[0015] 2. The water stop system of the present application, which does not need manual adjustment, but can realize sealing enhancement only by pumping, reduces the maintenance workload, avoids the loss caused by frequent operation of mechanical parts, and forms the pressure difference between the inside and outside of the water storage cavity by pumping, so that the water stop gate is automatically attached to the dock pier and the dock gate under the action of the external water pressure, replacing the traditional mechanical compression, and realizing the transformation from passive force to active sealing.
[0016] 3. The use method of the dock gate water stop structure of the present application, the water pressure difference formed by pumping makes the water stop gate automatically compress the dock pier and the dock gate, the higher the pressure on the outside of the dock gate, the greater the sealing pressure of the water stop gate, which solves the problems of low efficiency and sealing pressure not changing with water pressure of the traditional mechanical compression, and improves the installation efficiency and sealing reliability. BRIEF DESCRIPTION OF DRAWINGS
[0017] Figure 1 is a top view of the dock gate water stop structure of the present application.
[0018] Figure 2is the elevation view of the dock seal structure of the present application.
[0019] Figure 3 is the arrangement schematic view of the seal gate.
[0020] Figure 4 is Figure 3 the enlarged view of A in
[0021] Figure 5 is Figure 4 the schematic view of the dock without the seal gate and the dock door.
[0022] Figure 6 is Figure 5 the sectional view of B-B in
[0023] Figure 7 is Figure 5 the sectional view of C-C in
[0024] Figure 8 is Figure 2 the enlarged view of D in
[0025] Figure 9 is the front view of the seal gate.
[0026] Figure 10 is the side view of the seal gate.
[0027] Figure 11 is the top view schematic view of the rectangular box.
[0028] Figure 12 is the top view schematic view of the base.
[0029] Figure 13 is the bottom view schematic view of the base.
[0030] Markings in the figure: 1 - dock pier, 2 - dock door, 3 - seal gate, 31 - rectangular box, 311 - first front water baffle, 312 - first side water baffle, 313 - back plate, 314 - rectangular panel, 32 - base, 320 - wedge-shaped part, 33 - reinforcing rib, 321 - second front water baffle, 322 - second side water baffle, 323 - guide inclined plate, 324 - base top plate, 325 - base bottom plate, 4 - guide sill, 41 - slope part, 5 - first seal belt, 6 - seal strip assembly, 61 - first seal strip, 62 - second seal strip, 7 - lifting lug, 10 - dock floor, 20 - water storage cavity. DETAILED DESCRIPTION
[0031] The application will be described in further detail below with reference to specific embodiments. It should be understood, however, that the above-mentioned subject matter of the application is not limited to the following embodiments, but rather any technology achieved based on the content of the application falls within the scope of the application.
[0032] In the description of the embodiments of the application, the terms of orientation or positional relationship such as "upper", "lower", "left", "right", "center", "inner", "outer", etc. are expressed based on the orientation or positional relationship shown in the drawings or the orientation or positional relationship in which the product / device / apparatus of the application is usually placed, unless otherwise specified. These terms of orientation or positional relationship are merely used for the convenience of describing the application or simplifying the description in the embodiments, and for the convenience of the skilled person to quickly understand the application, and do not indicate or imply that a specific device / component / element must have a specific orientation or be constructed and operated in a specific positional relationship, and therefore cannot be understood as a limitation on the application.
[0033] In addition, the terms "horizontal", "vertical", "overhanging", "parallel", "coaxial", etc. do not mean that the corresponding device / component / element must be absolutely horizontal or vertical or overhanging or parallel or coaxial, but can be slightly inclined or deviated, as long as it does not affect the normal function of the related component. For example, "horizontal" only means that its direction is more horizontal relative to "vertical", and does not mean that the structure must be completely horizontal, but can be slightly inclined; "coaxial" means that two components are arranged as coaxial as possible, and move in a coaxial or approximately coaxial manner when the relative position changes. Alternatively, it can be simplified to mean that the corresponding device / component / element is arranged in the "horizontal", "vertical", "overhanging", "parallel", "coaxial" direction, and can have an error / bias of ±10% relative to the corresponding direction, more preferably an error / bias of ±8% or less, more preferably an error / bias of ±6% or less, more preferably an error / bias of ±5% or less, and more preferably an error / bias of ±4% or less. For example, the deviation in the "coaxial" direction is controlled within 0.2-1 mm, preferably within 0.2-0.5 mm. As long as the corresponding device / component / element is within the error / bias range, it can still achieve its role in the application scheme.
[0034] In addition, the terms "first", "second", "third", etc. in the terms are only used to distinguish the description of the same or similar components, and should not be understood as emphasizing or implying the relative importance of the specific components.
[0035] In addition, in the description of the embodiments of the present application, "several" "a plurality of" "several" represents at least 2. It can be 2, 3, 4, 5, 6, 7, 8, 9, etc. Any case, it can even be more than 9 cases.
[0036] In addition, in the description of the technical solutions of the present application, unless otherwise specified / limited / limited, the terms "set", "install", "connect", "connect", "set", "lay", "arrange" should be understood broadly, for example, it can be fixedly connected, or it can be detachably connected, or it can be integrally connected, such as welding, riveting, bolting, screwing, etc. The connection means commonly used in the art. Such connection can be mechanical connection, or electrical connection or communication connection; it can be directly connected, or indirectly connected through an intermediate medium, or it can be connected inside two elements.
[0037] Embodiment 1 As shown in Figures 1-8 The present embodiment discloses a dock gate sealing structure, comprising: Two oppositely arranged dock piers 1, a dock gate bottom plate 10 is arranged between the dock piers 1; The dock gate 2 is placed on the dock gate bottom plate 10, and the dock gate 2 and the dock pier 1 have a water storage cavity 20 therebetween; The water sealing gate 3 is arranged on the inner and outer sides of the dock gate 2, the water sealing gate 3 is placed on the dock gate bottom plate 10, the water sealing strip assembly 6 is arranged on the two sides of the water sealing gate 3, and the two sides of the water sealing gate 3 are respectively used for abutting with the dock pier 1 and the dock gate 2.
[0038] In the present embodiment, the water sealing strip assembly 6 is arranged on the two sides of the water sealing gate 3, and the two sides of the water sealing gate 3 are respectively abutted with the dock pier 1 and the dock gate 2 to realize the sealing of the water storage cavity 20 between the dock gate 2 and the dock pier 1. Through the cooperation of the dock pier 1, the dock gate 2 and the water sealing gate 3, the water sealing of the dock gate is realized. Further, the water sealing gate 3 is arranged on the inner and outer sides of the dock gate 2, and the two sides of the water sealing gate 3 are respectively used for abutting with the dock pier 1 and the dock gate 2, so that the two water sealing gates 3 are used to seal the two ends of the water storage cavity 20, so that the water storage cavity 20 forms a space with both ends sealed; In use, the water in the water storage cavity 20 is pumped out by the water pumping equipment, so that the water level of the water storage cavity 20 is lowered, so that the water pressure on the inner and outer sides of the water sealing gate 3 changes, and the water pressure on the outer side of the water sealing gate 3 is higher than that on the inner side. Under the action of the outer side water pressure, the water sealing gate 3 is pressed tightly on the dock pier 1 and the dock gate 2, further enhancing the sealing performance of the water sealing gate 3. Compared with the ordinary steel gate, the sealing performance of the water sealing gate 3 increases synchronously with the outer side water pressure, and the sealing performance can be maintained at high pressure.
[0039] When the dock needs to be drained in the future, after the water in the dock is pumped out, the water stop gate 3 on the inner side of the dock gate 2 is pulled tightly together with the dock gate 2 by a steel wire after the water level in the dock is lowered, but it should be noted that the water stop gate 3 on the inner side of the dock gate 2 does not affect the water stop of the dock gate 2, because the water level on the outer side of the dock gate 2 does not change when the water in the dock is pumped out, so the water pressure on the outer side of the dock gate 2 will always press the water stop gate 3 on the outer side of the dock gate 2 tightly, making the water stop gate 3 on the outer side of the dock gate 2 abut and press tightly on the dock pier 1 and the dock gate 2; Wherein, the inner side of the dock gate 2 refers to the side of the dock gate 2 close to the dock, and the outer side of the dock gate 2 refers to the side of the dock gate 2 away from the dock.
[0040] The purpose of setting the water stop gate 3 on the inner side of the dock gate 2 in this embodiment is to seal both ends of the water storage cavity 20 by setting water stop gates 3 on both the inner and outer sides of the dock gate 2, and then lowering the water level on the inner side of the water stop gate 3 by pumping water out of the water storage cavity 20, so that the water level on the inner side of the water stop gate 3 is lower than the water level of the outer water area (such as seawater or river water), thereby utilizing the water pressure difference to press the water stop gate 3 tightly with the water pressure of the outer water area; Compared with the method of setting water stop gate 3 only on the outer side of the dock gate 2 and lowering the water level of the water stop gate 3 by pumping water out of the dock, the present embodiment has the advantages of less water pumping, faster effect, higher efficiency, and early realization of the sealing and water stop of the dock gate.
[0041] In one or more embodiments, as shown in Figures 3-4 Also includes: The guide sill 4 is arranged at the bottom of the dock pier 1, and the guide sill 4 is connected with the dock floor 10; The first water stop belt 5 is continuously laid on the dock floor 10, and both ends of the first water stop belt 5 extend to the guide sill 4 on both sides of the dock gate 2, and the water stop gate 3 and the dock gate 2 press the first water stop belt 5; The side of the bottom of the water stop gate 3 away from the dock gate 2 abuts against the guide sill 4, as shown in Figure 8 .
[0042] The guide sill 4 provides a positioning reference for the water stop gate 3 to avoid installation deviation; The first water stop belt 5 forms a seal on the bottom of the water stop gate 3 and the dock gate 2 after being pressed down by the water stop gate 3 and the dock gate 2, eliminating the leakage channel on the bottom of the water stop gate 3 and the dock gate 2, and at the same time, cooperating with the water stop strip assembly 6 on the side of the water stop gate 3 to form double sealing of the side and the bottom of the dock gate 2, further improving the water stop reliability.
[0043] In the embodiment, the guide sill 4 is fixed at the bottom of the dock block 1, and the guide sill 4 is used to gradually guide the bottom of the water stop gate 3 to the correct installation position, prevent the water stop gate 3 from rigidly colliding with the dock block 1, and ensure that the gate is stably and accurately in place; Meanwhile, the first water stop belt 5 of the embodiment is continuously laid on the dock gate bottom plate 10, the end of the first water stop belt 5 extends to the guide sill 4, and the dock gate 2 is pressed on the first water stop belt 5 after sinking to the bottom, so that the first water stop belt 5 is elastically deformed, thereby generating an initial sealing pressure on the contact surface between the bottom of the dock gate 2 and the first water stop belt 5, and realizing the sealing of the dock gate 2; When the water stop gate 3 falls onto the dock gate bottom plate 10, the water stop gate 3 presses the first water stop belt 5, so that the first water stop belt 5 is elastically deformed, thereby generating an initial sealing pressure on the contact surface between the bottom of the water stop gate 3 and the first water stop belt 5, and realizing the sealing of the water stop gate 3; Further, as shown in Figure 1 、 Figure 3 、 Figure 8 , the end of the first water stop belt 5 extends to the guide sill 4, so that the first water stop belt 5 covers the connection area of the guide sill 4 and the dock gate bottom plate 10, eliminates the sealing breakpoint at the connection of the guide sill 4 and the dock gate bottom plate 10, forms a complete and continuous barrier for the bottom sealing, avoids the leakage channel caused by discontinuous laying, and further strengthens the bottom water stop effect.
[0044] Specifically, the first water stop belt 5 is an Ω-shaped flexible water stop belt, and specifically, the first water stop belt 5 is an Ω-shaped rubber water stop belt.
[0045] In an optional embodiment, as shown in Figure 9 、 Figure 10 , the water stop gate 3 comprises a rectangular box body 31 and a base 32 connected with each other, the water stop strip assembly 6 is vertically arranged on two sides of the rectangular box body 31, and the water stop strip assembly 6 extends downward and is arranged on two sides of the base 32; The side of the base 32 away from the dock gate 2 abuts against the guide sill 4.
[0046] When the water pressure difference between the inside and outside of the water stop gate 3 is generated, the water stop strip assembly 6 of the water stop gate 3 is tightly attached to the dock block 1 and the dock gate 2 to achieve the water stop effect, wherein the side of the rectangular box body 31 and the side of the base 32 form the side of the water stop gate 3, and the water stop strip assembly 6 is arranged on the side of the rectangular box body 31 and the base 32, so as to perform the compression water stop operation of the water stop gate 3.
[0047] Further, the rectangular box 31 improves the overall structural strength of the water stop gate 3, and the anti-deformation ability is enhanced. The base 32 abuts against the guide sill 4 to guide the water stop gate 3 during installation, prevent rigid collision between the water stop gate 3 and the caisson pier 1, and ensure that the gate is stably and accurately positioned.
[0048] Further, as shown in Figures 5-7 the guide sill 4 includes a slope portion 41, which is arranged in an L shape, and the upper end of the slope portion 41 is connected to the caisson pier 1, and the lower end of the slope portion 41 is connected to the caisson floor 10. The base 32 has a wedge-shaped portion 320 matched with the slope portion 41, which is arranged in an L shape.
[0049] The matching structure of the L-shaped slope portion 41 and the wedge-shaped portion 320 increases the contact area therebetween, and under the action of water pressure, the wedge-shaped portion 320 is further pressed against the slope portion 41, thereby enhancing the sealing between the base 32 and the guide sill 4. The gap is automatically compensated by the wedge-shaped matching, thereby avoiding leakage caused by poor fitting.
[0050] In the embodiment, to better adapt the water stop gate 3 to the guide sill 4, the wedge-shaped portion 320 matched with the slope portion 41 is arranged on the base 32, so that the water stop gate 3 can better fit the guide sill 4 during installation. When the water stop gate 3 bears a horizontal force, the slope portion 41 of the guide sill 4 becomes a key component for bearing and transmitting the horizontal force at the bottom of the gate, safely transmits the horizontal force to the caisson pier 1, and the guide sill 4 and the base 32 of the water stop gate 3 jointly bear the vertical weight of the gate, thereby ensuring that the gate stands stably. In an optional embodiment, as shown in Figure 4 the water stop strip assembly 6 includes at least two water stop strips arranged along the length direction of the water stop gate 3. The plurality of water stop strips are distributed along the length direction of the rectangular box 31, and form multiple seals on the side surface of the rectangular box 31. Even if a single water stop strip fails locally, the sealing can still be ensured by other water stop strips, thereby greatly improving the sealing reliability of the side surface of the rectangular box 31.
[0051] Further, as shown in Figure 11 the water stop strip assembly 6 includes a first water stop strip 61 and a second water stop strip 62. The first water stop strip 61 is an Ω-shaped flexible water stop strip, and the second water stop strip 62 is a rectangular water stop strip. Specifically, the first water stop strip 61 is an Ω-shaped rubber water stop strip, and the second water stop strip 62 is a rectangular rubber water stop strip.
[0052] The Ω-shaped flexible waterstop has elastic deformation capacity, can automatically fill the small gap under the action of water pressure, adapt to structural deformation and settlement; the inner rectangular waterstop provides rigid support and enhances the sealing pressure, and the two cooperate to form a composite sealing effect, so that the sealing performance is more stable with the increase of water pressure, solving the problem that the traditional waterstop is sensitive to deformation.
[0053] In an optional embodiment, as shown in the figure, reinforcing ribs are arranged inside the rectangular box 31, and the reinforcing ribs are arranged along the length direction of the rectangular box 31 at intervals.
[0054] The reinforcing ribs enhance the buckling resistance of the rectangular box 31, effectively suppress structural deformation under high water pressure, ensure that the side waterstop is always tightly attached to the pier 1 and the gate 2, maintain stable sealing pressure, and ensure long-term waterstop effect.
[0055] In an optional embodiment, as shown in the figure, Figure 11 the rectangular box 31 includes a first front water baffle 311, a first side water baffle 312, and a back plate 313, two first side water baffles 312 are connected to the two sides of the first front water baffle 311, and the first side water baffles 312 are arranged at an obtuse angle with the first front water baffle 311; the back plate 313 connects the two first side water baffles 312; The waterstop assembly 6 is arranged on the first side water baffle 312, and the two first side water baffles 312 are respectively used to abut against the pier 1 and the gate 2.
[0056] The obtuse angle arrangement of the first side water baffle 312 makes the contact angle of the waterstop with the pier 1 and the gate 2 more reasonable, and under the action of water pressure, the stress of the waterstop is more uniform, the sealing pressure distribution is more stable, and leakage caused by insufficient local pressure is avoided, improving the effectiveness of side sealing.
[0057] The first waterstop 61 and the second waterstop 62 are fixed on the first side water baffle 312 by bolts.
[0058] As shown in the figure, Figure 11 the rectangular box 31 further includes a rectangular panel 314, and the rectangular panel 314 is connected to the top of the first front water baffle 311, the first side water baffle 312, and the back plate 313; The lifting lug 7 is connected to the rectangular panel 314, and when the water gate 3 is installed, the lifting lug 7 is used for horizontal traction direction during installation, so that the water gate 3 is pulled and moved through the lifting lug 7, and the water gate 3 is temporarily fixed by tightening the lifting lug 7 through the steel wire rope.
[0059] Specifically, the rectangular box 31 adopts a Q235 steel plate combined structure, the length of the water stop gate 3 is 17.3 m, the top elevation is designed as +4.0 m, and the bottom elevation is designed as -13.3 m; the first side water baffle 312 and the first front water baffle 311 on both sides all adopt a steel plate with a wall thickness of 15 mm, and a steel plate with a thickness of 12 mm is used as a reinforcing rib 33 to connect the three water baffles and the back plate 314; the spacing of the reinforcing rib 33 is arranged with the elevation -3.3 m as a boundary, the vertical spacing below the boundary is 0.5 m, and the vertical spacing above the boundary is 1.0 m.
[0060] In an optional embodiment, as shown in Figure 12 、 Figure 13 , the base 32 includes a second front water baffle 321, a second side water baffle 322, and a guide inclined plate 323; the two second side water baffles 322 are connected on both sides of the second front water baffle 321, and the second side water baffles 322 are arranged at an obtuse angle with the second front water baffle 321; each second side water baffle 322 is connected with a guide inclined plate 323 on the side away from the second front water baffle 321, the two guide inclined plates 323 are connected with each other, and the two guide inclined plates 323 form a wedge-shaped part 320.
[0061] The base 32 further includes a base top plate 324 and a base bottom plate 325; the base top plate 324 is connected to the top of the second front water baffle 321, the second side water baffle 322, and the guide inclined plate 323; and the base bottom plate 325 is connected to the bottom of the second front water baffle 321, the second side water baffle 322, and the guide inclined plate 323, and is used to contact and press down the first water stop belt 5 with the dock gate bottom plate 10; the upper end of the guide inclined plate 323 is connected with the base top plate 324, the lower end of the guide inclined plate 323 is connected with the base bottom plate 325, forming a wedge-shaped part with the top plate extending outward, and the width of the second side water baffle 322 gradually decreases downward along with the guide inclined plate 323; Further, the first front water baffle 311 is connected with the second front water baffle 321, and the width thereof is equal, and preferably, the first front water baffle 311 and the second front water baffle 321 are integrally formed.
[0062] Further, the first side water baffle 312 is connected with the second side water baffle 322, and the width of the first side water baffle 312 is smaller than that of the second side water baffle 322, and preferably, the first front water baffle 311 and the second front water baffle 321 are integrally formed.
[0063] Further, as shown in Figure 10 、 Figure 12 , the bottom of the back plate 313 is connected with the base top plate 324.
[0064] Example 2 On the basis of embodiment 1, the present embodiment discloses a dock gate water sealing system, comprising a water pumping device and a water sealing structure as described in embodiment 1. The water pumping device is used to pump water in the water storage cavity 20.
[0065] On the basis of the dock gate water sealing structure of embodiment 1, a water pumping device is added, which is specially used to pump water in the water storage cavity 20, to form a water pressure difference between the water storage cavity 20 and the external water area, so that the pressure in the water storage cavity 20 is lower than that in the external water area (such as seawater or river water), and the water pressure difference is used to drive the water sealing gate 3 to press tightly against the dock pier 1 and the dock gate 2, so as to realize dynamic adaptation of tighter sealing with higher water pressure, and to solve the problem of high pressure failure caused by traditional mechanical force fixation; The water sealing system of the present embodiment does not need manual adjustment, but can realize sealing reinforcement only by pumping, thereby reducing the maintenance workload, avoiding the damage caused by frequent operation of mechanical parts, forming a pressure difference between the inside and outside of the water storage cavity 20 by pumping, and making the water sealing gate 3 automatically adhere to the dock pier 1 and the dock gate 2 under the action of external water pressure, thereby replacing the traditional mechanical pressing and realizing the transformation from passive stress to active sealing.
[0066] Preferably, the water pumping device comprises a submersible pump or a water pump.
[0067] Embodiment 3 On the basis of embodiment 1, the present embodiment discloses a use method of a dock gate water sealing structure, based on the dock gate water sealing structure described in embodiment 1, comprising the following steps: S1: floating a plurality of water sealing gates 3 to the inside and outside of the dock gate respectively; S2: floating the dock gate 2 to the two dock piers 1, and then sinking the dock gate 2 to the dock gate bottom plate 10; S3: floating the water sealing gate 3 to the interface between the dock pier 1 and the dock gate 2, and then pulling the water sealing gate 3 to block the two ends of the water storage cavity 20; S4: pumping water in the water storage cavity 20, so that the water level in the water storage cavity 20 is lowered to the designed water level, and the water sealing gate 3 is pressed tightly by the water pressure difference between the inside and outside of the water sealing gate 3.
[0068] The water pressure difference formed by pumping makes the water sealing gate 3 automatically press tightly against the dock pier 1 and the dock gate 2, realizing "self-reinforcing" sealing, and the higher the pressure outside the dock gate 2, the greater the sealing pressure of the water sealing gate 3, thereby solving the problem of low efficiency and sealing pressure not changing with water pressure in traditional mechanical pressing, and improving the installation efficiency and sealing reliability.
[0069] In an optional embodiment, before the water sealing gate 3 is first sunk, solvents such as acetone and alcohol are used to clean the slope part 41 of the guide sill 4 and the water baffle of the water sealing gate 3, so as to ensure that there is no oil stain, rust, dust and other impurities.
[0070] In an alternative embodiment, the water stop is initially pressed by the fixing member such as bolt pre-installed on the water stop gate 3, but not immediately fastened completely; Then the position of the water stop is adjusted to align the center line thereof with the design center line and ensure smoothness, no distortion and no stretching in the entire length direction.
[0071] In an alternative embodiment, the water stop gate 3 is hoisted and installed by hoisting equipment, so that the gate is slowly and smoothly sunk, the indentation of the water stop is checked in the sunk state, the position is confirmed to be correct and no abnormality, and finally the gate is seated on the guide sill 4, and then the lifting lugs pre-installed on the water stop gates 3 on the inner and outer sides of the gate 2 are connected together with the gate pier 1 or the gate 2 through a steel wire rope, so that the two water stop gates 3 are pre-tightened.
[0072] The above only describes the preferred embodiments of the present application and should not be used to limit the present application, and any modification, equivalent replacement and improvement within the spirit and principle of the present application should be included in the protection scope of the present application.
Claims
1. A dock entrance water-stopping structure, characterized in that, include: Two dock piers (1) are arranged opposite each other, and a dock bottom plate (10) is provided between the dock piers (1). The dock gate (2) is placed on the bottom plate (10) of the dock entrance, and there is a water storage cavity (20) between the dock gate (2) and the dock pier (1). A water-stop gate (3) is set on both sides of the dock gate (2). The water-stop gate (3) is placed on the dock bottom plate (10). Water-stop strip assemblies (6) are provided on both sides of the water-stop gate (3). The two sides of the water-stop gate (3) are respectively used to abut against the dock pier (1) and the dock gate (2).
2. The dock stop structure according to claim 1, characterized in that, Also includes: A guide sill (4) is provided at the bottom of the dock pier (1), and the guide sill (4) is connected to the dock bottom plate (10); The first waterstop (5) is laid on the bottom plate (10) of the dock, and the end of the first waterstop (5) extends to the guide sill (4). The waterstop gate (3) and the dock gate (2) press down on the first waterstop (5). The bottom of the water-stop gate (3) abuts against the guide sill (4) on the side away from the dock gate (2).
3. The dock stop structure according to claim 2, characterized in that, The water-stop gate (3) includes a rectangular box (31) and a base (32) connected to each other. The water-stop strip assembly (6) is arranged vertically on two sides of the rectangular box (31), and the water-stop strip assembly (6) extends downward and is arranged on two sides of the base (32). The base (32) is used to abut against the guide sill (4).
4. The dock stop structure according to claim 3, characterized in that, The guide sill (4) includes a ramp (41), which is arranged in an L-shape. The upper end of the ramp (41) is connected to the dock pier (1), and the lower end of the ramp (41) is connected to the dock bottom plate (10). The base (32) has a wedge-shaped portion (320) adapted to the ramp portion (41), and the wedge-shaped portion (320) is arranged in an L-shape.
5. The dock stop structure according to claim 4, characterized in that, The waterstop assembly (6) includes at least two waterstop strips arranged along the length of the waterstop gate (3).
6. The dock stop structure according to claim 5, characterized in that, The waterstop assembly (6) includes a first waterstop (61) and a second waterstop (62). The first waterstop (61) is an Ω-shaped flexible waterstop, and the second waterstop (62) is a rectangular waterstop. The first waterstop (61) is located outside the second waterstop (62).
7. The dock stop structure according to claim 4, characterized in that, The rectangular box (31) includes a first front baffle (311), two first side baffles (312) and a back plate (313). The two first side baffles (312) are connected to both sides of the first front baffle (311), and the first side baffles (312) and the first front baffle (311) are arranged at an obtuse angle. The back plate (313) connects to the two first side baffles (312); The waterstop strip assembly (6) is disposed on the first side water baffle (312), and the two first side water baffles (312) are respectively used to abut against the dock pier (1) and the dock gate (2).
8. A dock stop structure according to claim 7, characterized in that, The base (32) includes a second front water baffle (321), two second side water baffles (322) and two guide ramps (323). The two second side water baffles (322) are connected to both sides of the second front water baffle (321), and the second side water baffles (322) and the second front water baffle (321) are arranged at an obtuse angle. Each of the second side baffles (322) is connected to a guide ramp (323) on the side away from the second front baffle (321), and the two guide ramps (323) are connected to each other to form the wedge (320). The second front water baffle (321) is connected to the first front water baffle (311), the second side water baffle (322) is connected to the first side water baffle (312), the waterstop strip assembly (6) extends downward and is arranged on the second side water baffle (322), and the two second side water baffles (322) are respectively used to abut against the dock pier (1) and the dock gate (2).
9. A dock entrance water-stopping system, characterized in that, Includes a pumping device and a water-stopping structure as described in any one of claims 1-8; The pumping equipment is used to pump water from the water storage cavity (20).
10. A method of using a dock stop structure, characterized in that, Based on the water-stopping structure as described in any one of claims 1-8, the steps include: S1: The multiple water-stop gates (3) are floated to the inside and outside of the dock respectively; S2: Float the dock gate (2) between the two dock piers (1), and then sink the dock gate (2) onto the dock bottom plate (10); S3: Float multiple water-stop gates (3) to the interface between the dock pier (1) and the dock gate (2), and then pull the water-stop gates (3) to seal both ends of the water storage cavity (20); S4: Pump water into the water storage cavity (20) to lower the water level in the water storage cavity (20) to the design water level, and use the water pressure difference between the inside and outside of the water stop gate (3) to press the water stop gate (3).