A method for underwater leak plugging of gate

Abstract

The present invention discloses a method for plugging a gate underwater leak, and relates to the technical field of plugging a gate underwater leak; in order to improve the plugging effect; the method comprises the following steps: treating the leaking part; selecting a groove pipe that matches the size of the leaking part, installing the groove pipe, and sealing the outer side of the groove pipe with the leaking part; using a diversion groove to guide the internal water body; blocking the diversion groove; injecting multiple grouting holes at the leaking point; grouting treatment, selecting a grouting hole to be grouted with slurry, blocking the grouting hole after the adjacent grouting hole sees the grouting slurry, and continuing grouting to allow the grouting to continue to advance backward. By opening multiple grouting holes, the present invention can better observe the grouting situation through the remaining grouting holes during the grouting operation, better judge the grouting progress, and avoid the problem of insufficient grouting to a certain extent; in the case of insufficient grouting, grouting can be carried out from the nearest grouting hole, and it is easy to handle sudden problems such as blockage, thereby improving reliability.

Description

Technical Field

[0001] The invention relates to the technical field of underwater gate leakage plugging, and in particular to an underwater gate leakage plugging method. Background Art

[0002] In the application of gates, as the gates are used for a longer time, local cracks and leakages are prone to occur. In order to ensure the normal operation of the gates, manual plugging is required. Grouting plugging is currently a common plugging method. However, grouting plugging still has the following problems: it is difficult to judge the internal grouting situation when grouting directly through the grouting hole, and the problem of insufficient grouting may occur. When grouting a single grouting hole, impurities and foreign matter may exist at the leakage point, which may easily cause channel blockage and affect the grouting effect.

[0003] After searching, the Chinese patent application number CN202111221193.X discloses an asphalt grouting anti-seepage plugging method. The anti-seepage process of the asphalt grouting anti-seepage plugging method is to heat the asphalt in an asphalt melting furnace. When the temperature reaches the temperature range of 204℃-260℃, the asphalt begins to melt. The asphalt solution is obtained by melting for 30min-50min. Sand particles with a diameter of 2mm-5mm and a content of 50%-70% are added to the asphalt solution for mixing and stirring. The mixture is stirred for 5m. in-10min, obtain asphalt mixture 1, add 10%-20% polyurethane to asphalt mixture 1, stir and mix for 3min-5min, obtain asphalt mixture 2, add 5%-10% acrylic acid emulsion to asphalt mixture 2, stir and mix for 2min-5min, obtain asphalt anti-seepage material, pour the asphalt anti-seepage material into a high-pressure grouting machine, use the high-pressure grouting machine to pour the asphalt anti-seepage material on the base surface that needs to be anti-seepage, use a mud plate to smooth the asphalt anti-seepage material, and let it dry naturally for 2-3 days. The plugging method in the above patent has the following shortcomings: during grouting, it is difficult to judge the internal grouting situation, and the problem of insufficient grouting is likely to occur. When grouting a single slurry hole, due to the possible presence of impurities, foreign matter, etc. at the leaking site, it is easy to cause channel blockage, affecting the grouting effect. Summary of the Invention

[0004] The purpose of the present invention is to solve the shortcomings of the prior art and to propose a method for plugging gate leaks underwater.

[0005] In order to achieve the above object, the present invention adopts the following technical solutions:

[0006] A method for plugging gate leaks underwater, comprising the following steps:

[0007] S1: Leakage treatment;

[0008] S2: Select a grooved tube that matches the size of the leaking part, install the grooved tube, and seal the outside of the grooved tube with the leaking part;

[0009] S3: Use the diversion channel to guide the internal water out;

[0010] S4: blocking the diversion channel;

[0011] S5: Drill multiple grout holes at the leaking point;

[0012] S6: grouting treatment, selecting a grout hole to be grouted with grout, and after the grouting slurry is seen in the adjacent grout hole, the grout hole is blocked, and the grouting is continued, so that the grouting continues to advance backward, and the grout holes passed through are blocked in turn;

[0013] S7: After grouting is completed, all grout holes are sealed;

[0014] S8: Check for leaks;

[0015] S9: Done.

[0016] Preferably, in step S1, the method for processing the leaking part specifically includes the following steps:

[0017] S11: cutting the leaking part into a regular shape;

[0018] S12: Clean the leaking part and remove impurities and foreign matter;

[0019] S13: Grind the leaking part.

[0020] Furthermore: in the step S5, the distance between adjacent pulp holes should be between 0.1 and 0.25 times the length of the leakage part, and the diameter of the pulp hole should be controlled between 1 and 5 cm.

[0021] Further preferably, the ingredients of the slurry include:

[0022] Ingredient A: 80-95 parts epoxy resin, 10-20 parts diluent, 5-20 parts yellow sand, 5-15 parts quartz powder, 2-10 parts cement, 2-5 parts toughening agent, 1-12 parts defoaming agent, 1-8 parts dispersant, 1-6 parts leveling agent, 1-2 parts thixotropic agent;

[0023] Component B: 45-55 parts of curing agent, 2-7 parts of accelerator, and 1-2 parts of coupling agent.

[0024] As a preferred embodiment of the present invention, the slurry preparation method comprises the following steps:

[0025] S21: Take each raw material according to weight and set aside;

[0026] S22: Stir and mix the components A except the yellow sand, quartz powder, and cement;

[0027] S23: Add ingredient B and stir to mix;

[0028] S24: Add yellow sand, quartz powder, and cement and continue mixing;

[0029] S25: Got it.

[0030] As a further preferred embodiment of the present invention: in the step S22, the mixing temperature is controlled at 25-45°C, and the mixing time is controlled at 5-8 minutes;

[0031] In the step S23, the mixing temperature is controlled at 10-20°C and the mixing time is controlled at 2-5 minutes;

[0032] In the step S24, the mixing temperature is controlled at 30-50° C., and the mixing time is controlled at 5-10 minutes.

[0033] As a further embodiment of the present invention, the slurry comprises:

[0034] Ingredients A: 85 parts epoxy resin, 15 parts diluent, 10 parts yellow sand, 10 parts quartz powder, 5 parts cement, 4 parts toughening agent, 6 parts defoaming agent, 4 parts dispersant, 4 parts leveling agent, 1 part thixotropic agent;

[0035] Component B: 50 parts of curing agent, 3 parts of accelerator, and 1 part of coupling agent.

[0036] On the basis of the above scheme: in the step S22, the mixing temperature is controlled at 42° C. and the mixing time is controlled at 6 minutes.

[0037] Based on the above scheme, it is preferred that: in the step S23, the mixing temperature is controlled at 15° C. and the mixing time is controlled at 3 minutes.

[0038] Based on the above solution, it is further preferred that in step S24, the mixing temperature is controlled at 40° C. and the mixing time is controlled at 7 minutes.

[0039] The beneficial effects of the present invention are:

[0040] 1. The present invention opens a plurality of grouting holes. During the grouting operation, the grouting situation can be better observed through the remaining grouting holes, and the grouting progress can be better judged, thereby avoiding the problem of insufficient grouting to a certain extent.

[0041] 2. In the case of insufficient grouting, the present invention can supplement grouting from the nearest grout hole, and is easy to handle sudden problems such as blockage, thereby improving reliability. BRIEF DESCRIPTION OF THE DRAWINGS

[0042] Figure 1 This is a comparison chart of the plugging effects of different slurries in the underwater gate plugging method proposed by the present invention. DETAILED DESCRIPTION

[0043] The technical solution of this patent is further described in detail below in conjunction with specific implementation methods.

[0044] The following describes in detail embodiments of the present invention, examples of which are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present invention, and should not be construed as limiting the present invention.

[0045] Example 1:

[0046] A method for plugging gate leaks underwater, comprising the following steps:

[0047] S1: Leakage treatment;

[0048] S2: Select a grooved tube that matches the size of the leaking part, install the grooved tube, and seal the outside of the grooved tube with the leaking part;

[0049] S3: Use the diversion channel to guide the internal water out;

[0050] S4: blocking the diversion channel;

[0051] S5: Drill multiple grout holes at the leaking point;

[0052] S6: grouting treatment, selecting a grout hole to be grouted with grout, and after the grouting slurry is seen in the adjacent grout hole, the grout hole is blocked, and the grouting is continued, so that the grouting continues to advance backward, and the grout holes passed through are blocked in turn;

[0053] S7: After grouting is completed, all grout holes are sealed;

[0054] S8: Check for leaks;

[0055] S9: Done.

[0056] This solution, by opening multiple grouting holes, can better observe the grouting situation and avoid the problem of insufficient grouting to a certain extent. In the case of insufficient grouting, grouting can be supplemented from the nearest grouting hole, thereby improving reliability.

[0057] In the step S1, the method for handling the leaking part specifically includes the following steps:

[0058] S11: cutting the leaking part into a regular shape;

[0059] S12: Clean the leaking part and remove impurities and foreign matter;

[0060] S13: Grind the leaking part.

[0061] Wherein, in the step S5, the distance between adjacent pulp holes should be between 0.1 and 0.25 times the length of the leakage part, and the diameter of the pulp hole should be controlled between 1 and 5 cm.

[0062] In order to better repair, the ingredients of the slurry include:

[0063] Ingredient A: 80-95 parts epoxy resin, 10-20 parts diluent, 5-20 parts yellow sand, 5-15 parts quartz powder, 2-10 parts cement, 2-5 parts toughening agent, 1-12 parts defoaming agent, 1-8 parts dispersant, 1-6 parts leveling agent, 1-2 parts thixotropic agent;

[0064] Component B: 45-55 parts of curing agent, 2-7 parts of accelerator, and 1-2 parts of coupling agent.

[0065] The preparation method of the slurry comprises the following steps:

[0066] S21: Take each raw material according to weight and set aside;

[0067] S22: Stir and mix the components A except the yellow sand, quartz powder, and cement;

[0068] S23: Add ingredient B and stir to mix;

[0069] S24: Add yellow sand, quartz powder, and cement and continue mixing;

[0070] S25: Got it.

[0071] Wherein, in the step S22, the mixing temperature is controlled at 25-45° C., and the mixing time is controlled at 5-8 min.

[0072] Wherein, in the step S23, the mixing temperature is controlled at 10-20° C., and the mixing time is controlled at 2-5 min.

[0073] Wherein, in the step S24, the mixing temperature is controlled at 30-50° C., and the mixing time is controlled at 5-10 minutes.

[0074] Example 2:

[0075] A method for underwater plugging of a gate, wherein the composition of the slurry includes:

[0076] Ingredients A: 80 parts epoxy resin, 10 parts diluent, 5 parts yellow sand, 5 parts quartz powder, 2 parts cement, 2 parts toughening agent, 1 part defoamer, 1 part dispersant, 1 part leveling agent, 1 part thixotropic agent;

[0077] Component B: 45 parts of curing agent, 2 parts of accelerator, and 1 part of coupling agent.

[0078] The preparation method of the slurry comprises the following steps:

[0079] S21: Take each raw material according to weight and set aside;

[0080] S22: Stir and mix the components A except the yellow sand, quartz powder, and cement;

[0081] S23: Add ingredient B and stir to mix;

[0082] S24: Add yellow sand, quartz powder, and cement and continue mixing;

[0083] S25: Got it.

[0084] Wherein, in the step S22, the mixing temperature is controlled at 25° C. and the mixing time is controlled at 5 min.

[0085] Wherein, in the step S23, the mixing temperature is controlled at 10° C. and the mixing time is controlled at 2 min.

[0086] Wherein, in the step S24, the mixing temperature is controlled at 30° C. and the mixing time is controlled at 5 min.

[0087] Example 3:

[0088] A method for underwater plugging of a gate, wherein the composition of the slurry includes:

[0089] Ingredients A: 95 parts epoxy resin, 20 parts diluent, 20 parts yellow sand, 15 parts quartz powder, 10 parts cement, 5 parts toughening agent, 12 parts defoaming agent, 8 parts dispersant, 6 parts leveling agent, 2 parts thixotropic agent;

[0090] Component B: 55 parts of curing agent, 7 parts of accelerator, and 2 parts of coupling agent.

[0091] The preparation method of the slurry comprises the following steps:

[0092] S21: Take each raw material according to weight and set aside;

[0093] S22: Stir and mix the components A except the yellow sand, quartz powder, and cement;

[0094] S23: Add ingredient B and stir to mix;

[0095] S24: Add yellow sand, quartz powder, and cement and continue mixing;

[0096] S25: Got it.

[0097] Wherein, in the step S22, the mixing temperature is controlled at 45° C. and the mixing time is controlled at 8 minutes.

[0098] Wherein, in the step S23, the mixing temperature is controlled at 20° C. and the mixing time is controlled at 5 min.

[0099] Wherein, in the step S24, the mixing temperature is controlled at 50° C. and the mixing time is controlled at 10 min.

[0100] Example 4:

[0101] A method for underwater plugging of a gate, wherein the composition of the slurry includes:

[0102] Ingredients A: 85 parts epoxy resin, 15 parts diluent, 10 parts yellow sand, 10 parts quartz powder, 5 parts cement, 4 parts toughening agent, 6 parts defoaming agent, 4 parts dispersant, 4 parts leveling agent, 1 part thixotropic agent;

[0103] Component B: 50 parts of curing agent, 3 parts of accelerator, and 1 part of coupling agent.

[0104] The preparation method of the slurry comprises the following steps:

[0105] S21: Take each raw material according to weight and set aside;

[0106] S22: Stir and mix the components A except the yellow sand, quartz powder, and cement;

[0107] S23: Add ingredient B and stir to mix;

[0108] S24: Add yellow sand, quartz powder, and cement and continue mixing;

[0109] S25: Got it.

[0110] Wherein, in the step S22, the mixing temperature is controlled at 42° C. and the mixing time is controlled at 6 minutes.

[0111] Wherein, in the step S23, the mixing temperature is controlled at 15° C. and the mixing time is controlled at 3 min.

[0112] Wherein, in the step S24, the mixing temperature is controlled at 40° C. and the mixing time is controlled at 7 minutes.

[0113] test:

[0114] The slurry was prepared according to the schemes of Examples 2 to 4, and the prepared slurry was tested to determine the plugging effect, and the following conclusions were obtained:

[0115]

[0116]

[0117] From the above, it can be seen that the slurry prepared in the manner of Example 4 has a better plugging effect.

[0118] The above description is only a preferred specific embodiment of the present invention, but the scope of protection of the present invention is not limited thereto. Any technician familiar with the technical field, within the technical scope disclosed by the present invention, who makes equivalent replacements or changes based on the technical solution and inventive concept of the present invention, should be covered by the scope of protection of the present invention.

Claims

1. A method for underwater plugging of gate leakage, characterized in that: The following steps are involved: S1: Leakage treatment; S2: Select a grooved tube that matches the size of the leaking part, install the grooved tube, and seal the outside of the grooved tube with the leaking part; S3: Use the diversion channel to guide the internal water out; S4: blocking the diversion channel; S5: Drill multiple grout holes at the leaking point; S6: grouting treatment, selecting a grout hole to be grouted with grout, and after the grouting slurry is seen in the adjacent grout hole, the grout hole is blocked, and the grouting is continued, so that the grouting continues to advance backward, and the grout holes passed through are blocked in turn; S7: After grouting is completed, all grout holes are sealed; S8: Check for leaks; S9: Done.

2. A method for underwater leak plugging of a gate according to claim 1, characterized in that: In step S1, the method for handling the leaking part specifically includes the following steps: S11: cutting the leaking part into a regular shape; S12: Clean the leaking part and remove impurities and foreign matter; S13: Grind the leaking part.

3. A method for underwater leak plugging of a gate according to claim 2, characterized in that: In the step S5, the distance between adjacent pulp holes should be between 0.1 and 0.25 times the length of the leakage part, and the diameter of the pulp hole should be controlled between 1 and 5 cm.

4. A method for underwater leak plugging of a gate according to claim 1, characterized in that: The ingredients of the slurry include: Ingredient A: 80-95 parts epoxy resin, 10-20 parts diluent, 5-20 parts yellow sand, 5-15 parts quartz powder, 2-10 parts cement, 2-5 parts toughening agent, 1-12 parts defoaming agent, 1-8 parts dispersant, 1-6 parts leveling agent, 1-2 parts thixotropic agent; Component B: 45-55 parts of curing agent, 2-7 parts of accelerator, and 1-2 parts of coupling agent.

5. A method for underwater leak plugging of a gate according to claim 4, characterized in that: The preparation method of the slurry comprises the following steps: S21: Take each raw material according to weight and set aside; S22: Stir and mix the components A except the yellow sand, quartz powder, and cement; S23: Add ingredient B and stir to mix; S24: Add yellow sand, quartz powder, and cement and continue mixing; S25: Got it.

6. A method for underwater leak plugging of a gate according to claim 5, characterized in that: In the step S22, the mixing temperature is controlled at 25-45°C and the mixing time is controlled at 5-8 minutes; In the step S23, the mixing temperature is controlled at 10-20°C and the mixing time is controlled at 2-5 minutes; In the step S24, the mixing temperature is controlled at 30-50° C., and the mixing time is controlled at 5-10 minutes.

7. The underwater gate leak plugging method according to claim 4, characterized in that: The ingredients of the slurry include: Ingredients A: 85 parts epoxy resin, 15 parts diluent, 10 parts yellow sand, 10 parts quartz powder, 5 parts cement, 4 parts toughening agent, 6 parts defoaming agent, 4 parts dispersant, 4 parts leveling agent, 1 part thixotropic agent; Component B: 50 parts of curing agent, 3 parts of accelerator, and 1 part of coupling agent.

8. The underwater gate leak plugging method according to claim 5, characterized in that: In the step S22, the mixing temperature is controlled at 42° C. and the mixing time is controlled at 6 minutes.

9. The underwater gate leak plugging method according to claim 5, characterized in that: In the step S23, the mixing temperature is controlled at 15° C. and the mixing time is controlled at 3 min.

10. The underwater gate leak plugging method according to claim 5, characterized in that: In the step S24, the mixing temperature is controlled at 40° C. and the mixing time is controlled at 7 minutes.

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