阅读说明：本技术 一种pe实壁排水管快捷修复管口渗漏工法 (Method for quickly repairing leakage of pipe orifice of PE (polyethylene) solid-wall drain pipe ) 是由 叶绪君 王如军 于 2020-10-23 设计创作，主要内容包括：本发明公开了一种PE实壁排水管快捷修复管口渗漏工法,其特征在于：包括以下步骤；步骤一、在井室外侧人工开挖；步骤二、通过CCTV或潜望镜检测,排查渗漏原因；步骤三、确认管道本身无破损后,统计因管口收缩渗水的检查井数量及位置；步骤四、对管口存在收缩渗漏的部位,先由井壁外侧开挖,将管段暴露出来；步骤五、将管口一周井壁开凿打通,并将碎屑清理干净；步骤六、井壁外侧使用混凝土进行包封；步骤七、由井内侧在管口一周涂刷堵漏王；步骤八、在管口一周满注聚氨酯遇水膨胀止水胶；步骤九、对开凿破损处进行抹面找平,将聚氨酯膨胀胶包覆其中。本发明修复作业面小,不影响排水系统正常使用,有利于降低工程造价,节约工期。(The invention discloses a method for quickly repairing leakage of a pipe orifice of a PE (polyethylene) solid-wall drain pipe, which is characterized by comprising the following steps of: comprises the following steps; step one, manually excavating outside a well chamber; secondly, checking the leakage reason through CCTV or periscope detection; step three, after confirming that the pipeline is not damaged, counting the number and the positions of inspection wells which are subjected to water seepage due to shrinkage of a pipe orifice; fourthly, excavating a part with contraction and leakage of the pipe opening from the outer side of the well wall to expose the pipe section; step five, digging and opening the well wall around the pipe orifice, and cleaning up the scraps; step six, encapsulating the outer side of the well wall by using concrete; step seven, brushing a plugging king on the periphery of the pipe orifice from the inner side of the well; step eight, filling polyurethane water-swelling waterproof glue around the pipe orifice; and step nine, performing plastering and leveling on the broken part of the chisel, and coating the polyurethane expansion glue in the broken part. The invention has small repairing operation surface, does not influence the normal use of a drainage system, is beneficial to reducing the construction cost and saving the construction period.)

1. A method for quickly repairing leakage of a pipe orifice of a PE solid-wall drain pipe is characterized by comprising the following steps of: comprises the following steps;

step one, manually excavating on the outer side of a well chamber, putting a foundation pit with the excavation depth of more than 1m on a slope according to the ratio of 1: 1, automatically considering to set a catch basin according to the surrounding situation, exposing a pipeline, and enabling the length to be not less than 500 mm;

secondly, checking the leakage reason through CCTV or periscope detection;

step three, after confirming that the pipeline is not damaged, counting the number and the positions of inspection wells which are subjected to water seepage due to shrinkage of a pipe orifice;

fourthly, excavating a part with contraction and leakage of the pipe opening from the outer side of the well wall to expose the pipe section;

step five, digging and opening the well wall around the pipe orifice, and cleaning up the scraps;

step six, encapsulating the outer side of the well wall by using concrete, wherein the length of the encapsulated section is not less than 500mm, so that the pipe orifice is stably connected with the well wall, and the later-stage settlement shrinkage is prevented;

step seven, brushing a leaking stoppage king on the periphery of the pipe orifice from the inner side of the well, and tightly connecting the leaking stoppage king with the outer side encapsulation concrete and the well wall masonry structure to form a first layer of water stopping structure;

step eight, filling polyurethane water-swelling water-stop glue around the pipe orifice, fixing the glue by using glass fiber mesh cloth, firmly bonding the glue with the PE pipe to form a water stop ring, and spraying a small amount of water on the surface of the PE pipe to expand the PE pipe to block water seepage holes so as to form a second layer of water stop structure;

mixing M7.5 cement mortar (1: 2), adding a plugging king, plastering and leveling the damaged part of the chisel, coating polyurethane expansion glue in the plastering and leveling, and combining three layers of water stop structures into a whole;

and step ten, backfilling and recovering the excavated part until the repairing operation is finished.

2. The method for quickly repairing the leakage of the pipe orifice of the PE solid-wall drainage pipe according to claim 1, is characterized in that: in the third step, if the pipeline is damaged, the pipeline can be repaired by adopting a turnover lining, ultraviolet curing or local resin curing method.

3. The method for quickly repairing the leakage of the pipe orifice of the PE solid-wall drainage pipe according to claim 1, is characterized in that: in the sixth step, the concrete for encapsulation: the concrete is C25 plain concrete, ordinary portland cement, medium-coarse sand, the water-cement ratio is not more than 0.5, and the cement dosage is not less than 300 kg per cubic meter.

4. The method for quickly repairing the leakage of the pipe orifice of the PE solid-wall drainage pipe according to claim 1, is characterized in that: the plugging king is a silicate plugging material, is processed by a special cement-based additive, and has the characteristics of high strength and rapid hardening.

5. The method for quickly repairing the leakage of the pipe orifice of the PE solid-wall drainage pipe according to claim 1, is characterized in that: and step nine, the step needs to be carried out after the volume of the expanded colloid is stable, so that the mortar is prevented from being jacked open at the later stage.

6. The method for quickly repairing the leakage of the pipe orifice of the PE solid-wall drainage pipe according to claim 1, is characterized in that: in the ninth step, the polyurethane expansion glue has water-swelling property, water seepage pores can be plugged by using the volume-swelling property of the polyurethane expansion glue, the tensile strength requirement is greater than 0.5MPa, the elongation at break is greater than 400, the volume-swelling rate is greater than 220%, the long-term water immersion volume-swelling rate retention rate is greater than 90%, the water pressure resistance is greater than 1.5MPa, and the detection standard JG/T312-2011 is provided.

7. The method for quickly repairing the leakage of the pipe orifice of the PE solid-wall drainage pipe according to claim 1, is characterized in that: and step nine, smearing and leveling the plugging part, wherein the smearing thickness is not less than 20 mm.

Technical Field

The invention relates to the technical field of pipe orifice repair, in particular to a method for quickly repairing pipe orifice leakage of a PE (polyethylene) solid-wall drain pipe.

Background

In the modern society, sewage pipelines are very important in the operation of water service pipe networks, and mainly collect and convey domestic sewage. In general, sewage pipes are designed by gravity type self-flow, so the smoothness of the pipes is important. Compared with the corrugated pipe which is widely used in the early period, the solid-wall polyethylene pipeline (PE pipe) has the advantages of smooth pipe wall, high strength, high toughness, difficult damage and the like, gradually replaces the corrugated pipe, and is widely applied to the construction of sewage pipe networks;

in recent years, with increasingly strict requirements on water environment protection, a complete and reliable sewage treatment system becomes a precondition for water environment treatment. Although the PE solid-wall pipe is high in strength and toughness, the surface of the PE solid-wall pipe is smooth, even if measures such as roughening and sand blasting are taken for the pipe opening during laying, the pipe opening is still shrunk and slipped at a high probability in the later stage of connection of the polyethylene material of the PE pipe and the silicate building material of the inspection well wall, so that the underground water is loosened and permeates into a sewage pipe network;

traditional drain pipe pipeline is restoreed mainly to pipeline itself damaged and is restoreed, and its self intensity of the real wall polyethylene pipeline (PE pipe) of wide use today, toughness are great, and pipeline itself is difficult for taking place the damage under the general condition, and because its surface is smooth, even if adopt the mouth of pipe to beat hair when laying, the brush is glued, measures such as sandblast, still have the possibility of the shrink of sliding with masonry structure's well room connection, the groundwater infiltration that the shrink of the mouth of pipe leads to takes place probably after a certain time. The existing method for rapidly repairing the leakage of the pipe orifice through turning over the lining and ultraviolet curing or local resin curing has limitations, so that the method for rapidly repairing the leakage of the pipe orifice through the PE solid-wall drain pipe is provided.

Disclosure of Invention

The invention aims to provide a method for quickly repairing leakage of a pipe orifice of a PE (polyethylene) solid-wall drainage pipe, which aims to solve the problems in the background art.

In order to achieve the purpose, the invention provides the following technical scheme: a method for quickly repairing leakage of a pipe orifice of a PE solid-wall drain pipe comprises the following steps;

step one, manually excavating on the outer side of a well chamber, putting a foundation pit with the excavation depth of more than 1m on a slope according to the ratio of 1: 1, automatically considering to set a catch basin according to the surrounding situation, exposing a pipeline, and enabling the length to be not less than 500 mm;

secondly, checking the leakage reason through CCTV or periscope detection;

step three, after confirming that the pipeline is not damaged, counting the number and the positions of inspection wells which are subjected to water seepage due to shrinkage of a pipe orifice;

fourthly, excavating a part with contraction and leakage of the pipe opening from the outer side of the well wall to expose the pipe section;

step five, digging and opening the well wall around the pipe orifice, and cleaning up the scraps;

step six, encapsulating the outer side of the well wall by using concrete, wherein the length of the encapsulated section is not less than 500mm, so that the pipe orifice is stably connected with the well wall, and the later-stage settlement shrinkage is prevented;

step seven, brushing a leaking stoppage king on the periphery of the pipe orifice from the inner side of the well, and tightly connecting the leaking stoppage king with the outer side encapsulation concrete and the well wall masonry structure to form a first layer of water stopping structure;

step eight, filling polyurethane water-swelling water-stop glue around the pipe orifice, fixing the glue by using glass fiber mesh cloth, firmly bonding the glue with the PE pipe to form a water stop ring, and spraying a small amount of water on the surface of the PE pipe to expand the PE pipe to block water seepage holes so as to form a second layer of water stop structure;

mixing M7.5 cement mortar (1: 2), adding a plugging king, plastering and leveling the damaged part of the chisel, coating polyurethane expansion glue in the plastering and leveling, and combining three layers of water stop structures into a whole;

and step ten, backfilling and recovering the excavated part until the repairing operation is finished.

Preferably, in the third step, if the pipeline is damaged, the pipeline can be repaired by adopting a turnover lining, ultraviolet curing or local resin curing method.

Preferably, in step six, the concrete for encapsulation: the concrete is C25 plain concrete, ordinary portland cement, medium-coarse sand, the water-cement ratio is not more than 0.5, and the cement dosage is not less than 300 kg per cubic meter.

Preferably, the plugging king is a silicate plugging material, is processed by a special cement-based additive, and has the characteristics of high strength and rapid hardening.

Preferably, in the ninth step, the expansion is performed after the volume of the expansion colloid is stable, so that the mortar is prevented from being jacked open at a later stage.

Preferably, in the ninth step, the polyurethane expansion glue has water-swelling property, water seepage pores can be blocked by using the volume-swelling property, the tensile strength requirement is greater than 0.5MPa, the elongation at break is greater than 400, the volume-swelling rate is greater than 220%, the long-term water immersion volume-swelling rate retention rate is greater than 90%, the water pressure resistance is greater than 1.5MPa, and the detection standard JG/T312-2011 is adopted.

Preferably, in the ninth step, the plugging part is plastered and leveled, and the plastering thickness is not less than 20 mm.

The invention provides a method for quickly repairing leakage of a pipe orifice of a PE (polyethylene) solid-wall drain pipe, which has the beneficial effects that:

1. the invention has small repairing operation surface, is flexible and convenient, has easy material purchase, does not need special equipment and plugging pipelines, does not influence the normal use of a drainage system, is favorable for reducing the construction cost and saving the construction period;

2. the method can be widely applied to the pipe orifice repair of various gravity type non-full-flow design PE drain pipes in cities and villages, and has obvious effect particularly in regions with high groundwater level such as rivers and ponds.

Drawings

FIG. 1 is a flow chart of a method for rapidly repairing leakage at a pipe orifice of a PE solid-wall drainage pipe according to the invention.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Referring to fig. 1, the present invention provides a technical solution: a method for quickly repairing leakage of a pipe orifice of a PE solid-wall drain pipe comprises the following steps; step one, manually excavating on the outer side of a well chamber, putting a foundation pit with the excavation depth of more than 1m on a slope according to the ratio of 1: 1, automatically considering to set a catch basin according to the surrounding situation, exposing a pipeline, and enabling the length to be not less than 500 mm; secondly, checking the leakage reason through CCTV or periscope detection; thirdly, after confirming that the pipeline is not damaged, counting the number and the positions of inspection wells which are subjected to water seepage due to shrinkage of a pipe orifice, and if the pipeline is damaged, repairing the pipeline by adopting a turnover lining, ultraviolet curing or local resin curing method; fourthly, excavating a part with contraction and leakage of the pipe opening from the outer side of the well wall to expose the pipe section; step five, digging and opening the well wall around the pipe orifice, and cleaning up the scraps; and step six, encapsulating the outer side of the well wall by using concrete, wherein the length of the encapsulated section is not less than 500mm, so that the pipe orifice is stably connected with the well wall, the later-stage settlement shrinkage is prevented, and the concrete for encapsulation: plain concrete with the reference number of C25, ordinary portland cement, medium coarse sand, the water-cement ratio is not more than 0.5, and the cement consumption is not less than 300 kg per cubic meter; step seven, brushing a leaking stoppage king on the periphery of the pipe orifice at the inner side of the well, and tightly connecting the leaking stoppage king with the outer side encapsulation concrete and the well wall masonry structure to form a first layer of water stopping structure, wherein the leaking stoppage king is a silicate leaking stoppage material and is processed by a special cement-based additive, and has the characteristics of high strength and quick hardening; step eight, filling polyurethane water-swelling water-stop glue around the pipe orifice, fixing the glue by using glass fiber mesh cloth, firmly bonding the glue with the PE pipe to form a water stop ring, and spraying a small amount of water on the surface of the PE pipe to expand the PE pipe to block water seepage holes so as to form a second layer of water stop structure; mixing M7.5 cement mortar (1: 2), doping a plugging king, plastering and leveling a damaged part of the chisel, wherein the plastering thickness is not less than 20mm, coating polyurethane expansion glue in the coating, combining three layers of water stop structures into a whole, and performing after the expansion glue is stable to avoid ejecting the mortar at the later stage, wherein the polyurethane expansion glue has the water expansion characteristic, can be used for plugging water seepage pores by utilizing the volume expansion characteristic, the tensile strength requirement is more than 0.5MPa, the breaking elongation is more than 400, the volume expansion rate is more than 220%, the retention rate of long-term water immersion volume expansion multiplying power is more than 90%, the water pressure resistance is more than 1.5MPa, and the detection standard JG/T312-2011 is obtained; and step ten, backfilling and recovering the excavated part until the repairing operation is finished.

Aiming at the phenomenon of pipe orifice shrinkage and water seepage of a PE pipe, the invention takes the material characteristics into full consideration, uses a silicate plugging material-polyurethane expansion glue-silicate plugging material to form a composite structure, quickly repairs the pipe orifice shrinkage, and completely and thoroughly plugs the underground water seepage path; the method can be widely applied to the restoration of the pipe orifice of various gravity type non-full flow design PE drain pipes in cities and villages, is fast and efficient, effectively blocks leakage, is favorable for reducing the construction cost and saving the construction period; has good social benefit and economic benefit and wide application prospect.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.